Acoustic Tuning (MArch)

Page 1

Acoustic Tuning

acoustically tuned concrete system

Architectural Association

Emergent Technologies and Design Masters of Architecture Thesis 2011-2012

Nicolas Entierre Leguina Sherwood Wang

Acknowledgements

Thank you to our friends and families.

Table of Contents

Introduction

Abstract

Thesis Statement Domain

Architectural Application Programme Urban Logic Architectural Acoustics

Fabrication Formwork

Acoustic Spacers Jump-Form System

Digital Integration

Perforation Catalogue

Perforation Assignment

Conclusions and Evaluation

References/Appendices

00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00

Research Introduction

The research within this document attemptsing elastic materials to create an acous-

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Abstract:

Traditional techniques of jump-form concrete casting restrict variability of forms that are able to be produced due to the highly specific forms that are commonplace in rigid moulds. The possibilities of variation within a elastically flexible rubber formwork system will be investigated for a new concrete casting method, which also is durable for repetitive casts. Coupled with the flexible formwork research is the tuning of the system based on acoustic response, through the control of a perforation gradient and overall geometries. These tools are used to facilitate the design of an acoustic park, where individual stages create a complex of acoustic fields.

Keywords:Concretecasting,jump-formcasting, acousticsurfaces,acousticperforations,flexible formwork,elasticformwork,modularformwork,reusableformwork

Thesis Statement:

The influence of concrete construction has spread globally. The reliance of the building industry on concrete is overwhelming. The utilization of the components of concrete is only surpassed by one other global resource, water. The base components of modern concrete (sand, aggregates, and Portland cement) can be found with relative abundance throughout the globe.

There is one particularity about concrete construction that is unlike any other building technology, the symbiotic relationship of concrete to formwork. Ancient Roman concrete construction utilized the cavity within hollow masonry walls in order to fill with concrete. Current practices involve many different formwork potentials: modular formwork, prefabricated sections, and climbing formwork systems. In all of these methods, there is significant efforts in the design and process of creating concrete formwork. In

most systems, however, there is difficulty in creating variations of forms without increasing the quantity of formwork.

The research involved within this document addresses an alternative formwork system which is reusable while also allowing for a wide variety of possibilities.

Domain:

Alternative materials for concrete formwork has gained more prominence recently as synthetics and composites are becoming more economically viable in architectural construction. The research of C.A.S.T and Alan Chandler utilize fabrics in a way where the bulging of the fabric under hydrostatic pressure is exploited for their relation to structural performance. In both systems, geo-fabrics are used to create doubly-curved pre-fabricated panel.

Architectural acoustics research is being investigated through parametric tools in several areas. Acoustically sensitive modular units were designed such that by tuning individual units.

Elastic Formwork

interesting with this aspect is that depending on the

Synthetic Rubber

Parametric Acoustics

other, the design is an input and panels are not going to

Investigations into parametricism and acoustics have

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Concrete Systems

The research in this document investigates areas within in

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Program

Programatic Acoustical Needs:

Embedding acoustic requirement and characteristic information into every programatic node in order to generate and implementable catalogue

Urban Evaluation of Proposed Network:

Generation and evaluation of di erent path networks according to a ttness criteria and a connectivity integration algorithm

Nodal Rules

The programatic nodes are assigned certain rules to move within the selected site, the algorithm runs and generates di erent soundscapes

Topographic Generation:

All the acoustic requirements and charactereristics are translated to generate a topography which minimizes sound interference

Urban Scale

Utilizing the topography to create acoustic wells in which varying programmatic performances are accomodated and interrelated

Concrete Surfaces 3

FESTIVALS

The Mill Hill Music

Hard Rock Calling

City of London

Wireless Festival

The Big Chill Festival

The 1234 Shoreditch

iTunes Festival

The Sundae Festival

The High Voltage

The Ealing Summer

The BBC Proms

The Lovebox

The Vintage

The Field Day

The Apple Cart

The Little London Fields

The South West Four

VENUES

Mill Hill

Hyde Park

London’s ornate churches

Hyde Park

Eastnor Castle

Shoreditch park

The Roundhouse art centre

Clapham Common

Victoria Park, London

Walpole Park, Acton Park, Royal Albert Hall

Victoria Park

Southbank

Victoria Park

Victoria Park

London elds

Clapham Common

CAPACITY/DAY

80-120

40.000-50.000

10.000-15.000

30.000-50.000

20.000-35.000

2.500-3.000

6.000-9.000

15.000-18.000

6.000-8.000

14.000-16.000

3.000-5.000

15.000-16.000

12.000-20.000

9.000-12.000

8.000-9.000

2.000-5.000

9.000-11.000

Title

London is one of Europe’s cultural centres, It is one of Europe’s cities to cater more musical events within its metropolitan area, this being due to the size of the city population and to the urban configuration, being based on the concept of a garden city entails a great amount of open green spaces with a great variation of size. This is perfect in order to be able to hold venues within London that can range from 50000 people (Wireless Festival at Hyde park) to merely 2000 people (The Little London Fields Festival, at London fields).

The great variation in size and location of these festivals enables us to test the proposed system in different situations with different parameters and experiment with the adequacy of the system to handle such an amount of variables and thus gives the opportunity to delimitar the threshold that the system can Handle.

caption text caption text caption text caption text
Concrete Surfaces 4 LONDON SOUTHWARK CHELSEA HARBOUR ISLE OF DOGS CANARY WHARF SOUTHW The Ealing Summer Festival The Ealing Summer Festival The Ealing Summer Festival Wireless Festival BBC Proms Big Chill Festival iTunes Festival City London Festival City London Festival 1234 Shoreditch Little London Fields High Voltage The Apple Cart Field Day Lovebox
The Vintage Festival The Sundae Festival Mill Hill Festival South West Four Hard Rock Calling The Ealing Summer Festival Victoria Park Mill Hill St. Paul’s Cathedral Hyde Park F F P Har ch
The Sundae Festival

Outdoor activities that require a certain level of acoustic performance are extremely common in London, open air theatre, music festivals, and a variety of concerts are offered annually across the city. The drawback from this activities is that they are seasonal an use temporary architecture. Our system is thought to be permanent. It is clear that a continuous function is needed to be able to act as a substrate for the acoustic nodes.

There is a vast network of markets in London composed of 163 markets within the city, which have a clear a contribution to the London economy as well as the wider social benefits markets bring, as explained in the paper “ London’s Retail Street Markets - Draft Final Report “by Regeneris Consulting.

It is clear that market make a great contribution to the vitality of the many town centres London has, the afore-

mentioned study suggest that “ number of individual existing town centres would lose out if their markets were to close. A large minority (42%) of customers surveyed for this research said they would not visit the town centre if the market was not there.”

It seem clear that a market is a good solution to increase human flow on the area and provide a constant use. As seen on the diagrams, the area of intervention of the system caters big market both by number of pitches and days but also has barely no decaying markets while holding some of the new markets. The conclusion can be drawn that a market would be a successful program in this area.

This will make the system hold two main have a main programmatic division. Acoustically active program, the festival and everything associated with it. Non acoustic active program, the market and all the uses that accompany it.

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Concrete Surfaces 5

In order for the design to meet the specific acoustic needs of the various these activities should be divided into groups with common acoustic characteristics. Sound has very specific characteristics, even when dealing with sounds produced by the same type of instruments one can see that the range of frequencies and intensities vary. A division according to the type of instruments could be made in order for the design to respond to those distinct needs, but this would generate an extremely restrictive programmatic division . For this reasons it was decided that the division into categories should be done by scale(hence sound intensity) and by a broader set of common acoustic characteristics, in this case speech and music where chosen since they are extremely appropriate for London due to the set of activities that the city holds.

A programmatic catalogue was developed in order to set the different activities in the site and to build the acoustical specific surfaces to accordingly to each activities. The catalogue was developed as previously mentioned using sound type and intensity and having in mind what activities are already present and promoted in London

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Spoken activity, Scale 1: Open air theatre: It is undeniable that London is the theatre capital of the World and despite the not so adequate weather for outdoor theatre it is the European city that holds more outdoor theatre venues. Being held in sites such as Regents park, the famous Shakespeare’s Globe, or the scoop next to the city hall.

The scale of the program will be defined by its capacity. At present the outdoor theatres range in capacity, going from minimum capacities of 800 up to a to a total of 1500

caption text caption text caption text caption text Title Concrete Surfaces 6

in the case of the globe. Outdoor theatres in the classical world could gather up to 12000 people but in modern times they have become even greater, like the biggest outdoor theatre in Europe whichis set in Scarborough and can hold up to 8000 people.

Spoken activity, Scale 2: Speakers

The right to hold speeches in public areas has been ingrained in the British culture since the 1850’s, and specifically in London. In 1872 the parks regulation acts was passed delegating the control of public meetings to park authorities instead of the central government. This in effect set the grounds for speakers corners to be allowed . Historically there were a number of areas designated as Speakers’ Corners in parks in London (e.g., Finsbury Park, Clapham Common, Kennington Park and Victoria Park), the most important of which became the one in Hyde park. Since that time, it has become a traditional site for public speeches and debate, as well as the main site of protest and assembly in Britain.

Music Activities , Scale 2: Busking London is one of the cities in Europe that has regulated

street busking through the London Underground busking scheme that now manages what was once an illegal activity . Nearly 400 buskers entertain the travelling public in tube stations throughout the city every week, London Underground runs up to 3,000 weekly time slots which licensed buskers can sign up for. This in effect means that this street performers, most o them musicians have to maintain a certain minimum quality to perform. Busking is not only regulated but encouraged, the buskers can compete in a mayor event once a year called the Busk off, where they compete in assigned busking spots and then the top ten are chosen to compete amongst each other in a summer music festival organised by The Rhythm of London.

caption text caption text caption text caption text
Concrete Surfaces 7

In order for the design to meet the specific acoustic needs of the various these activities should be divided into groups with common acoustic characteristics. Sound has very specific characteristics, even when dealing with sounds produced by the same type of instruments one can see that the range of frequencies and intensities vary. A division according to the type of instruments could be made in order for the design to respond to those distinct needs, but this would generate an extremely restrictive programmatic division . For this reasons it was decided that the division into categories should be done by scale(hence sound intensity) and by a broader set of common acoustic characteristics, in this case speech and music where chosen since they are extremely appropriate for London due to the set of activities that the city holds.

A programmatic catalogue was developed in order to set the different activities in the site and to build the acoustical specific surfaces to accordingly to each activities. The catalogue was developed as previously mentioned using sound type and intensity and having in mind

what activities are already present and promoted in London

Spoken activity, Scale 1: Open air theatre: It is undeniable that London is the theatre capital of the World and despite the not so adequate weather for outdoor theatre it is the European city that holds more outdoor theatre venues. Being held in sites such as Regents park, the famous Shakespeare’s Globe, or the scoop next to the city hall.

Tnd busking scheme that now manages what was once an illegal activity . Nearly 400 buskers entertain the travelling public in tube stations throughout the city every week, London Underground runs up to 3,000 weekly time slots which licensed buskers can sign up for. This in effect means that this street performers, most o them musicians have to maintain a certain minimum quality to perform. Busking is not only regulated but encouraged, the buskers can compete in a mayor event once a year called the Busk off, where they compete in assigned busking spots and then the top ten are chosen to compete amongst each other in a

text caption text caption text caption text
Concrete Surfaces 8
caption
Title
caption text caption text caption text caption text Concrete Surfaces 9

In order for the design to meet the specific acoustic needs of the various these activities should be divided into groups with common acoustic characteristics. Sound has very specific characteristics, even when dealing with sounds produced by the same type of instruments one can see that the range of frequencies and intensities vary. A division according to the type of instruments could be made in order for the design to respond to those distinct needs, but this would generate an extremely restrictive programmatic division . For this reasons it was decided that the division into categories should be done by scale(hence sound intensity) and by a broader set of common acoustic characteristics, in this case speech and music where chosen since they are extremely appropriate for London due to the set of activities that the city holds.

A programmatic catalogue was developed in order to set the different activities in the site and to build the acoustical specific surfaces to accordingly to each activities. The catalogue was developed as previously mentioned using sound type and intensity and having in mind what activities are already present and promoted in London

Spoken activity, Scale 1: Open air theatre:

It is undeniable that London is the theatre capital of the World and despite the not so adequate weather for outdoor theatre it is the European city that holds more outdoor theatre venues. Being held in sites such as Regents park, the famous Shakespeare’s Globe, or the scoop next to the city hall.

The scale of the program will be defined by its capacity. At present the outdoor theatres range in capacity, going from minimum capacities of 800 up to a to a total of 1500 in the case of the globe. Outdoor theatres in the classical world could gather up to 12000 people but in modern times they have become even greater, like the biggest outdoor theatre in Europe whichis set in Scarborough and can hold up to 8000 people.

Spoken activity, Scale 2: Speakers

The right to hold speeches in public areas has been ingrained in the British culture since the 1850’s, and specifically in London. In 1872 the parks regulation acts was

caption text caption text caption text caption text Concrete Surfaces 10

caption text passed delegating the control of public meetings to park authorities instead of the central government. This in effect set the grounds for speakers corners to be allowed . Historically there were a number of areas designated as Speakers’ Corners in parks in London (e.g., Finsbury Park, Clapham Common, Kennington Park and Victoria Park), the most important of which became the one in Hyde park. Since that time, it has become a traditional site for public speeches and debate, as well as the main site of protest and assembly in Britain.

Music Activities , Scale 2: Busking

London is one of the cities in Europe that has regulated street busking through the London Underground busking scheme that now manages what was once an illegal activity . Nearly 400 buskers entertain the travelling public in tube stations throughout the city every week, London Underground runs up to 3,000 weekly time slots which licensed buskers can sign up for. This in effect means that this street performers, most o them musicians have to maintain a certain minimum quality to perform. Busking is not only regulated but encouraged, the buskers can compete in a mayor event once a year called the Busk off, where

they compete in assigned busking spots and then the top ten are chosen to compete amongst each other in a summer music festival organised by The Rhythm of London.

Concrete Surfaces 11

In order for the design to meet the specific acoustic needs of the various these activities should be divided into groups with common acoustic characteristics. Sound has very specific characteristics, even when dealing with sounds produced by the same type of instruments one can see that the range of frequencies and intensities vary. A division according to the type of instruments could be made in order for the design to respond to those distinct needs, but this would generate an extremely restrictive programmatic division . For this reasons it was decided that the division into categories should be done by scale(hence sound intensity) and by a broader set of common acoustic characteristics, in this case speech and music where chosen since they are extremely appropriate for London due to the set of activities that the city holds.

A programmatic catalogue was developed in order to set the different activities in the site and to build the acoustical specific surfaces to accordingly to each activities. The catalogue was developed as previously mentioned using sound type and intensity and having in mind what activities are already present and promoted in London

Spoken activity, Scale 1: Open air theatre:

It is undeniable that London is the theatre capital of the World and despite the not so adequate weather for outdoor theatre it is the European city that holds more outdoor theatre venues. Being held in sites such as Regents park, the famous Shakespeare’s Globe, or the scoop next to the city hall.

The scale of the program will be defined by its capacity. At present the outdoor theatres range in capacity, going from minimum capacities of 800 up to a to a total of 1500 in the case of the globe. Outdoor theatres in the classical world could gather up to 12000 people but in modern times they have become even greater, like the biggest outdoor theatre in Europe whichis set in Scarborough and can hold up to 8000 people.

Spoken activity, Scale 2: Speakers

The right to hold speeches in public areas has been ingrained in the British culture since the 1850’s, and specifically in London. In 1872 the parks regulation acts was passed delegating the control of public meetings to park

caption text caption text caption text caption text Title Concrete Surfaces 12
Concrete Surfaces 13 2m 2m 15m 4m 4m 1m

For this type of massive outdoor theatre to have good acoustic, in other words for the intensity and speech intelligibility levels to be acceptable all over the audience, two approaches can be taken, the placing of sound systems to increase the sound intensity evenly through the seating area. This approach would obviously defeat the whole purpose of the design of acoustic shells. the other approach the use of a semicircular slope for the seating area to be placed on, in these case the capacity comes determined by the size of the slope. Due to Victoria park being a flat park and a relatively small capacity seemed more adequate. A total capacity of 1000 people was chosen to determine the scale of the open theatre nodes.

caption text caption text caption text caption text
Concrete Surfaces 14
Title
Concrete Surfaces 15 4m 7m 2m 3m 12m

It may seem that this function has been outdated and is now more associated with eccentric people trying to get heard than anything else, but as it has been seen recently there is still a demand for such spaces. The protests that started off in developing countries have extended into the richer areas of the world, countries such as Spain and Greece have been holding public debates on the mayor squares of the mayor cities. It has become clear that there is a need for the people to be heard. People in the US and now the UK have been camping outside the economic centres of their respective capitals in order to be heard. It is clear that the demands for spaces where the people can gather and debate and try to have an impact on the way things are going has grown due to the economic crisis. People realised that the conventional approach following the paths the state organises for them to be heard fail miserable. A new bottom up system has emerged where people freely gather and self organised into protest groups that put together manifestos and try to implement a change from the bottom upwards.

For public debates to be held with no acoustic aid and in an orderly fashion where everyone can be heard the capac-

ity of such events must be maintained within a certain threshold, it is for this reason that we have chosen to set the scale of this type of node at a maximum of 30 people per node.

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Concrete Surfaces 17 2m 5m 2m

Busking as of now is not only regulated within the underground system it is not legal in the rest of London although if it’s not considered a nuisance it is in general allowed. Its seems therefore that the ampliation of the busking scheme into a greater area makes sense since the current space is limited and the demand from good Buskers is very high.

The scale that one deals with when talking about busking is not very great as of now since they are only allowed to perform in the tube and passengers rarely stop to listen to them. In our site stopping and taking a minute to enjoy the performance could be implemented due to its being held in a park, therefore the scale of the node could grow from its current size to an average of 20 people, this is extremely difficult to asses since the attendance is proportional to the quality of the busker, this is why the maximum threshold is set in 40 people since more should start to decrease the average quality of the sound experienced by the listeners.

caption text caption text caption text caption text Title Concrete Surfaces 18
Concrete Surfaces 19 2m 2m 2m 1m

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Urban Logic

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Concrete Surfaces Surfafaces

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Concrete Surfaces 23--
caption text caption text caption text caption text Concrete Surfaces 24---Site
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The proposed, and previously explained, nodes are designed not only with acoustic performance as a main driver but to cater for different programmatic needs. It is clear that they need to account for human flow through them, and in between them. For this purpose each node contains a percentage of area destined to take human flow. Each node contains a small localised path within it, these paths can join to generate a greater network and hence distribute the flow through the different programs.

The concept for the nodes and the paths in acoustic terms is that the interference on the in between nodes should be minimised while acoustic interference on the path area should be increased so as to enable an acoustic experience on the areas that are not acoustically active. To attain this purpose the paths are elevated from the park level and the nodes are lowered.

A topography is generated by these means that ensures minimal interference between nodes and maximises the acoustical experience on the network.

The clustering of the nodes follows the same logic, they are clustered in order to generate a viable path network, this has the effect of a generating a configuration where the nodes are facing each other so sound is being pro-

jected onto the path system. This scheme seem to be in opposition of minimizing sound interference, but the topographies have been decide to account for this and having into account the sound decay. All this means that that the exposure to sound on the areas affected is rarely superior to 4odb which is equivalent to a normal conversation. This sound will then be fine tuned by the wall system in order to minimize or maximize the acoustic experience in a controlled manner.

The end result of this design decisions is yielding a system that is not only created from acoustical inputs but also from a communication network perspective, the nodes are arranged in accordance to a proposed network and hence have not only acoustic parameters but also urban ones.

The resulting network is populated with the aforementioned non acoustically active nodes, all the raised levels on the proposal have a set functions closely associated with the programmatic needs of a London marked, this, as mentioned before gives a constant function to a proposal that would otherwise be only active seasonally. A new permanent network with a new permanent is generated in Victoria park.

caption text caption text caption text caption text Title Concrete Surfaces 26
Concrete Surfaces 27

The propose system generates not only an acoustic park, and an urban market, but also a new network within the chosen site. The proposed network has to have into account the pre-existing urban conditions and its effect on the existing network.

An analysis of this pre-existing network is carried out, to then by means of an iterative process analyse the different proposed networks to generate the best adapted network to the urban parameters that exist on the site. For this purpose an axial space syntax analysis(citacion) is carried out. This analysis are based upon the idea that networks can be broken down into basic elements (street segments in our case),to be analyzed as “networks of choices” from which the connectivity and integration of those elements can be extracted as mathematical values and graphed.

From the various graphs that can be extracted from this algorithm only two main ones are used in the systems network analysis.

The integration values which are generated in accordance to the amount of turns a person would have to make from one street segment in order to reach all other segments within a given range set by the chosen radius which in our system due to it being a pedestrian network is set at 300m. The network is evaluated in accordance to this concept yielding “hotter” elements in dependence on how

few turns a pedestrian would make, and colder elements in accordance to how many turns a pedestrian would have to take. In theory this value will allow the complexity of reaching a street, so the fewer turns the more flow more “popular the street will be and the more flow it will take.

Particle system evaluation, using the same software a particle analysis can be carried out in order to evaluate flow through the network in the classical approach, of fluid mechanics. This takes into account the size of each segment and the global network to yield a set of values were the higher the flow through the segment the more prominent it is in the total network.

This two results are expressed as a percentage and averaged out in order to obtain a final value that due to it containing both analytic results gives a more precise idea of the more important segments by averaging out possible errors.

caption text caption text caption text caption text Concrete Surfaces 28
Concrete Surfaces 29

caption textcaption text

Title

A systematic approach to network generation was required in order for the creation of an algorithm that could be easily run in an iterative manner producing enough variation for the final network to be the most adequate to the urban environment. The algorithm should be simple enough to not require many parameters in order for it to not have an almost unlimited amount of variability which would make the evaluation process have a greater degree of randomness. At the same time clearly differentiated proposals needed to be produced in order for the resulting network to be as adequate as possible to the given urban context.

The algorithm was designed with only two variables that could yield a great amount divergence networks. The two variables are amount of branching, and proximity of main nodes.

The system works as follows. The coefficient created form the space syntax is inputted so each path segment has a given value, two nodes are generated , one is the highly connected node and the other the lesser connected node. These are generated by executing a weighted average of the segment using the syntax analysis as values to weight with. The highly connected node is generated by plotting the point resulting in averaging out the coordinates the mid points of the higher values while the less connected node is generated by the same process but inversing the connectivity values. This results in two nodes that then can be moved closer or further away from the centroid of the midpoints of the segments, which in effects means moving them closer or further away. this is the first variable of the two of the system. The second variable is created by generating a branching system from said nodes to the fore mentioned mid points, the amount of branching points and the number of hierarchies is easily controlled.

By varying these two parameters a considerable amount of different network proposals can be obtained. These proposals are then evaluated in accordance to a fitness criteria:

FITNESSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSS

Where the final aim is to generate a “colder network where all the segments have the relatively the same importance in order for once the activities take place no segment to undertake a considerable amount of stress in comparison with the rest of the network.

Once all the iterations are run and evaluated the fittest is chosen as the proposed network for the system

Concrete Surfaces 30
Concrete Surfaces 31

The acoustic nodes are set as is the proposed network. The procedure for these nodes to find a stable configuration in the set site follows the urban parameters previously explained, the acoustic parameter that is taken into account at this scale for the nodes to find said stable configuration is intensity.

Every node has the directivity pattern and the acoustic intensity information embedded in them, the main aim considered is to reduce interference, To attain this purpose the intensity of every node is plotted as is the result of the interaction of these intensities.

Every node tries to find a position on the site where they can comply with the urban conditions, (i.e. find a position where the set network is generated) while not generating intensity peaks, this is attained by making them follow the urban rules while avoiding high intensity areas.

In order to implement this, the intensity must be accurately plotted, as previously seen the intensity follows a logarithmic decay where if not taking into account the directivity(in case of a hemispherical sound propagation) produces a circular pattern. The directivity information

can be embedded in the nodes, creating a specific sound decay pattern that is used to avoid the nodes finding stable configuration in cases where the result would be a higher intensity.

The intensity can be also read as a series of equipotential lines, this visualisation and treatment of the data produces a “topographic “ map where the points with the same intensity areas are joined by curves.

By reading the data in this fashion the level of interference can be easily detected, as seen in the example above the interse5ction areas have obviously the same shared intensity areas.

In this example it can be easily appreciated the these common intensity areas due to the rules being set for the algorithm are the areas with lower intensity, which is the desired result. The generation of common spaces where there are shared intensities, hence interference , but at a tolerable level of decibels in this case ranging from 40dB to 55dB is the final aim in order to maximise acoustic experience in the path and market areas where the nodes are not acoustically active.

caption text caption text caption text caption text Title Concrete Surfaces 32
Concrete Surfaces 33

The above contour map is a plotting of the equipotential lines. In this case the “altitude” of the curves is sound intensity. Equipotential lines are always perpendicular to the direction of the intensity decay. Movement along an equipotential curve implies a constant acoustic perception at an intensity level (frequencies can vary, but the intensities would remain the same).

All the data shown in this fashion can be intuitively

read as a topographic map, and information can be easily extracted. Concepts such as slope inclination have an easy translation into sound decay information. The areas with the “steepest slopes” are the ones where the sound decay occurs at a greater rate.

In the case of a uniform sound decay (i.e. with no directivity) the “slopes” would all be the same, in this case it is clearly noticeable that the decay is not regular the

caption text caption text caption text caption text Title Concrete Surfaces 34

fastest decay rate occurs in the opposing direction of the main directivity pattern, which is quite clear from the whole concept of decay.

The other parameter that affects decay in this case is the interaction between intensities which cannot be easily predicated. The result is that in the areas where there is a great amount of interference the decay is less intense. This generates a series of regions where the decay

is almost nonexistent creating what can be read as high paths where there is a given intensity.

Thanks to the adequacy of the algorithm this “intensity paths” only occur at a decibel scale ranging from 40 to 55 dB. So if one was to read this as a real topographic map there is a clear walk able are which is not too steep surrounding with acoustic pits, which is exactly the desired confirguration.

caption text caption text caption text caption text Concrete Surfaces 35

In the above diagram the algorithm has been run with the five main components: a concert node, a theatre, a speakers corner, a busking spot, and a path system. The intensity soundscape has been plotted below to see if the topographic approach matches the acoustic map generated. It becomes clear that indeed the path system follows the equipotential lines of less intensity, while the higher intensities remain located on the nodes. This is at this urban level when only dealing with intensities a clear proof of the adequacy of the algorithm for the generation of feasible soundscapes.

The final topography is produced complying to all of the previously explained parameters and design decisions. From an acoustic perspective it generates an intensity soundscape where the maximum intensity levels occur on the acoustic nodes while maintaining the intensities on path areas at a maximum level of 55dB. From an urban perspective it generates a new network that levels the connectivity for the pre-existing network. From the design perspective it generates a new topography within the site by morphing the idealised topographies from all the different nodes into a cohesive walk able landscape where the higher areas have space for the market nodes to be placed, while the lower “acoustic pits” can be easily accessed.

On the right a resultant landscape proposal can be seen. The main nodes structure themselves on the centre of the network while the raised paths and smaller nodes generate the network and infill the space to make the proposal cohesive. The idea behind this configuration is to attain spaces where program overlapping between acoustic and none acoustic zones occurs. The path system where the market pitches will be located can also cater for acoustic nodes of smaller scale. The limitation in size and intensity of such nodes implies not raising the intensity values of the market beyond 55dB while enriching theatre by sharing uses.

In this example the maximum occupancy is of a medium size, around 12000 people. This for the scale of Victoria park is not a considerable amount. This site would enable a much bigger occupation which would in turn mean a more cohesive proposal with the urban scale. The system is designed to work at different scales ranging from small occupations such as 6000 people, ideal for events in smaller urban parks such as London fields. To a considerable event such as 30000 people which could be implemented in parks such as Victoria o Regents.

caption text caption text caption text caption text
Concrete Surfaces 36
Title
Concrete Surfaces 37
caption text caption text caption text caption text Concrete Surfaces 38

Architectural Acoustics

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Band-Shells:

Generation of idealised Band-Shell through a genetic algorithm

Containment Walls:

Generation of cointainment walls with decayed sound for minimal reverberation

Urban Slivers

Mapping of interference areas and minisation of them by the generation of sliver walls

Global Application

Generation of a system with minimal acoustic interferance within a limited area

Building Scale:

Through the distribution of three types of concrete walls (band shells, containment walls, and slivers), the wall is programmed for acoustic tuning and also the spatial de nition of the topographic surface

Concrete Surfaces 41

In order for the design to meet the specific acoustic needs of the various these activities should be divided into groups with common acoustic characteristics. Sound has very specific characteristics, even when dealing with sounds produced by the same type of instruments one can see that the range of frequencies and intensities vary. A division according to the type of instruments could be made in order for the design to respond to those distinct needs, but this would generate an extremely restrictive programmatic division . For this reasons it was decided that the division into categories should be done by scale(hence sound intensity) and by a broader set of common acoustic characteristics, in this case speech and music where chosen since they are extremely appropriate for London due to the set of activities that the city holds.

A programmatic catalogue was developed in order to set the different activities in the site and to build the acoustical specific surfaces to accordingly to each activities. The catalogue was developed as previously mentioned using sound type and intensity and having in mind what activities are already present and promoted in London

Spoken activity, Scale 1: Open air theatre:

It is undeniable that London is the theatre capital of the World and despite the not so adequate weather for outdoor theatre it is the European city that holds more outdoor theatre venues. Being held in sites such as Regents park, the famous Shakespeare’s Globe, or the scoop next to the city hall.

The scale of the program will be defined by its capacity. At present the outdoor theatres range in capacity, going from minimum capacities of 800 up to a to a total of 1500 in the case of the globe. Outdoor theatres in the classical world could gather up to 12000 people but in modern times they have become even greater, like the biggest outdoor theatre in Europe whichis set in Scarborough and can hold up to 8000 people.

Spoken activity, Scale 2: Speakers

The right to hold speeches in public areas has been ingrained in the British culture since the 1850’s, and specifically in London. In 1872 the parks regulation acts was passed delegating the control of public meetings to park

caption text caption text caption text caption text Title Concrete Surfaces 42

In order for the design to meet the specific acoustic needs of the various these activities should be divided into groups with common acoustic characteristics. Sound has very specific characteristics, even when dealing with sounds produced by the same type of instruments one can see that the range of frequencies and intensities vary. A division according to the type of instruments could be made in order for the design to respond to those distinct needs, but this would generate an extremely restrictive programmatic division . For this reasons it was decided that the division into categories should be done by scale(hence sound intensity) and by a broader set of common acoustic characteristics, in this case speech and music where chosen since they are extremely appropriate for London due to the set of activities that the city holds.

A programmatic catalogue was developed in order to set the different activities in the site and to build the acoustical specific surfaces to accordingly to each activities. The catalogue was developed as previously mentioned using sound type and intensity and having in mind what activities are already present and promoted in London

Spoken activity, Scale 1: Open air theatre:

It is undeniable that London is the theatre capital of the World and despite the not so adequate weather for outdoor theatre it is the European city that holds more outdoor theatre venues. Being held in sites such as Regents park, the famous Shakespeare’s Globe, or the scoop next to the city hall.

The scale of the program will be defined by its capacity. At present the outdoor theatres range in capacity, going from minimum capacities of 800 up to a to a total of 1500 in the case of the globe. Outdoor theatres in the classical world could gather up to 12000 people but in modern times they have become even greater, like the biggest outdoor theatre in Europe whichis set in Scarborough and can hold up to 8000 people.

Spoken activity, Scale 2: Speakers

The right to hold speeches in public areas has been ingrained in the British culture since the 1850’s, and specifically in London. In 1872 the parks regulation acts was passed delegating the control of public meetings to park

caption text caption text caption text caption text
Concrete Surfaces 43
Concrete Surfaces 44 CONCERT IDEALISED BANDSHELL CONCERT IDEALISED BANDSHELLCONCERT IDEALISED BANDSHELL CONCERT IDEALISED BANDSHELL

In order for the design to meet the specific acoustic needs of the various these activities should be divided into groups with common acoustic characteristics. Sound has very specific characteristics, even when dealing with sounds produced by the same type of instruments one can see that the range of frequencies and intensities vary. A division according to the type of instruments could be made in order for the design to respond to those distinct needs, but this would generate an extremely restrictive programmatic division . For this reasons it was decided that the division into categories should be done by scale(hence sound intensity) and by a broader set of common acoustic characteristics, in this case speech and music where chosen since they are extremely appropriate for London due to the set of activities that the city holds.

A programmatic catalogue was developed in order to set the different activities in the site and to build the acoustical specific surfaces to accordingly to each activities. The catalogue was developed as previously mentioned using sound type and intensity and having in mind what activities are already present and promoted in London

Spoken activity, Scale 1: Open air theatre:

It is undeniable that London is the theatre capital of the World and despite the not so adequate weather for outdoor theatre it is the European city that holds more outdoor theatre venues. Being held in sites such as Regents park, the famous Shakespeare’s Globe, or the scoop next to the city hall.

The scale of the program will be defined by its capacity. At present the outdoor theatres range in capacity, going from minimum capacities of 800 up to a to a total of 1500 in the case of the globe. Outdoor theatres in the classical world could gather up to 12000 people but in modern times they have become even greater, like the biggest outdoor theatre in Europe whichis set in Scarborough and can hold up to 8000 people.

Spoken activity, Scale 2: Speakers

The right to hold speeches in public areas has been ingrained in the British culture since the 1850’s, and specifically in London. In 1872 the parks regulation acts was passed delegating the control of public meetings to park

caption text caption text caption text caption text
Concrete Surfaces 45
46 04 03 25 35 70 50 20 2000 1500 40 8 12 30 18160 100 TOTAL
47

Fabrication

Concrete design offers flexibility in form generation unlike those of other construction techniques. Due to the process of concrete construction, an almost limitless variation of geometries can be achieved, where issues pertaining to common industrial standards limit the size and shape of forms created with other building systems.

In addition, global resources for the ingredients of concrete are widely available, and it offers a relatively inexpensive material to utilize for the creation of architecture (Allen and Iano, 517). Considering the consumption of concrete is second only to that of water, research regarding the intelligent implementation of concrete is of great importance (Allen and Iano, 517). An interesting and principal facet of concrete forming is it’s reciprocal relationship with an often invisible facet of concrete constructions, the formwork. In order to create concrete forms, the design of the formwork is crucial. From global geometries to surface textures, the formwork transcribes its properties into the form of the concrete cast. This relationship will be examined in the development of a environmental phenomena.

Current practices in concrete construction can be generaland precast concrete (Stacey, 33). The in situ process in-

lie. With precast concrete, the concrete is cast off-site

drawbacks of the comparison between systems is that though pre-cast concrete panels have a high degree of geometric tolerance, the limitation of size due to transportation and the continuity of surface are apparent. There are

Through using modular and reusable formwork, systems such as gang-formed, jump-formed and a variety of different other hybrid systems keep control of tolerances through high precision formwork and rapid formwork assembly and disassembly.

The majority of these systems, though, have relatively rigid geometries, with little ability for casting geometric variations. Thus, with most systems, high repetition of modular sections must be negotiated with higher costs of creating variations within each formwork type.

Formwork

The research began with a series of physical experiments were undertaken in order to test differing casting methods and the properties of different formwork materials.

Three different polyurethane formwork sets were created to test specific criteria addressed in the research. The process of creating polyurethane rubber was explored.

The research readapts a pre-existing and commonly used method of creating concrete surfaces. Most concrete formwork contain ties that travel through the concrete cast to tether two, usually treated plywood, together along with other exterior frames. This is why many exposed concrete are remnants of the formwork system.

What is essential when pouring concrete, is the ability to create a container for the liquid concrete as long as it takes to allow the concrete to cure into a rigid mass. In

load of the concrete is usually prevented. This results in highly robust and rigid systems that are engineered to resist the load of the concrete.

However, recent works with fabric formwork shows some

effects, such as variations in curvature and lighting qualities, were a natural consequence of the fabric form-

ate with the highly rigid systems.

Considering, the research investigates primarily vertically oriented casting, watertightness and effects of hydrostatic pressure were of initial concern. Geometric adaptability with a single formwork was created through exterior control systems. Ease of fabrication and repetition of similar actions was considered in the assembly and disassembly sequences of the construction process.

The acoustic effects of the research were tested within an isolated acoustic chamber, where each cast was tested with the same band of frequencies to observe the measurable differences between different concrete geometries.

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Formwork Components

The formwork sets tested within these experiments required several different components in order to of threaded rods penetrating a grid of perforations in the rubber formwork. The primary components of the system are: threaded rod, polyurethane formwork sheets, spacers, components are assembled, the threaded rod and washers tighten the components together into a water-sealed formwork system.

In order to achieve a desired thickness within thetance of separation between the two formwork sheets.

experiments, which are explained in the coming section, a system of casted silicone rubber spacers were eventually created in order to manipulate the geometry of the spacer and also to ease their removal after the cast has cured.

spacer removal, and control of overall geometry, which were developed into a viable formwork system.

The initial tests with the polyurethane rubber was suc-

work, and was used in the succeeding experiments. Also the steel spacers proved that in order to create articu-

led to the development of a casted silicone spacer, where it also addresses different geometries that the perforations can have.

The second set of experiments took the successes in the previous set of experiments and elaborated on a smaller scale with many more perforations. In these series of tests, issues of porosity and the multiplication of control points. The ability to control the porosity pattern

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through blocking perforation points showed interestingibility of the rubber formwork.

formwork process in full scale. Different additives to the silicone were tested in order to reduce the cost of the full scale fabrication. With these experiments, acoustic tests were performed within an insulated acoustic chamber. Four differently sized cylindrical spacers were

results of this experiment shows the different acoustic properties of the differently sized perforations and the

complimentory attributes. The polyurethane rubber sheets were created from a two part mix. The two parts, once mixed thoroughly, will become solid after curing for sixteen hours.

The shore hardness of the polyurethane from Smoothspectrum of plasticity from a car tire to that of a soft eraser.

The process of creating the moulds involved creating a wood mould, either plywood or mdf. The moulds are

ish. Before casting the polyurethane, the mould is sprayed with silicone form release, to facilitate the de-moulding process of the rubber sheets.

plasticity is immediately recognized. The rubber is also

very tear resistant. The perforation geometry was preserved to a very high degree. What was observed was that the surface of the mould (i.e. wood grain)surface can be seen impregnated in the texture of the rubber.

What will be explored the elaboration of the sheet with more geometrical properties that either are informed by acoustic or structural behaviour.

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Polyurethane Casting

Initially, round hollow steel tubes were used as spacers

The steel tubes were cut into differing depths in order to achieve different thicknesses.

experiments, which are explained in the coming section, a system of casted silicone rubber spacers were eventually created in order to manipulate the geometry of the spacer and also to ease their removal after the cast has cured.

tery plaster because of the small scale of the formwork and a similar but much more rapid curing behaviour of the plaster.

ation of a perforated casted mass. There were numerous experiments.

Upon removing the formwork from the cast, there were difrigidity of the steel spacer, which once being surrounded by casted material, did not offer the malleability to remove them.

The steel spacers also did not provide a reliable seal for the two sides of the formwork, where very often, the cast-

Another issue was with the edging. The steel spacer edging with an external covering was unreliable in creating during curing. Upon de-casting the formwork, the edges of the cast suffered much deterioration due to the thinness of material near the perforations.

The perforation at the center of the cast was also unexpectedly irregular. Instead of creating a uniform larger perforation, the perforation was only slightly larger than the steel spacer while also not being a uniform shape, due

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Formwork Scale One

to irregular pressures around the cast.

instead of pinching the formwork at the center, a steel spacer was inserted to create more depth to resist deterioration and irregularities. Steel washers were used on the exterior of the formwork to create a compression plate so that the steel spacer had a rigid surface to seal against.

The result of this test showed a slight improvement in sealing the steel tube. However, there were still issues with creating a watertight seal. The steel spacers were still suffered much deterioration while being uncast.

more distortion because when tightening the compression rod, the tube would distort and crush in an unexpected manner. This created irregularities in the perforation surface.

The plywood edging was also much more effective at creating a more durable edge. There was also dramatically less leaking during the casting process. There was some issues with the plywood when trying to induce curvature into the multiple layers were introduced.

curred in previous tests. The pliable plastic tube was much more manageable in the removal process. The sealing of the tubes was also much more effective using the pliable material. However, the perforations suffered much

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Geometric Controlling Systems

This experiment tested pliable plastic tubes to substitute for the steel spacers. This was done to facilitate the removal of the spacers. The spacer edging was replaced with plywood layers, stacked to the desired thickness of the cast. This eliminates the casted edging that was a result of the previous tests, which would make the overall cast smaller.

curred in previous tests. The pliable plastic tube was much more manageable in the removal process. The sealing of the tubes was also much more effective using the pliable material. However, the perforations suffered much more distortion because when tightening the compression rod, the tube would distort and crush in an unexpected manner. This created irregularities in the perforation surface.

The plywood edging was also much more effective at creating a more durable edge. There was also dramatically less leaking during the casting process. There was some issues

with the plywood when trying to induce curvature into the

multiple layers were introduced.

ments was replaced with a system of spreading bars. This was done to remedy the deformation resulting in using a

The spreading bars were thought to lock each compression rod into position depending on the others around it. In this way, the global curvature is created through incrementally positioning each bar in relationship with the others around it. The spreading bars were cut into 3 different sizes. Depending on the amount of curvature, one bar was chosen. The position of each end of the bar was calculated through a script (Appendix E).

The result of this experiment was successful in allowing for the rotation of the compression rods. However, the time to create the formwork was dramatically increased. There were issues of compromises in accuracy due to the spreading bars dependence on neighbouring positions. Also, there was a lack of stability in the new framework. With

a rigid structure during the cast, which would lead to cracking of the cast during the curing process.

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The second set of experiments was created using a grid of thirteen by thirteen rectangular perforations. The same polyurethane rubber was used for the rubber sheets. The aim of this experiment was to test the multiplication of control points in a single cast. Also, with this formwork, testing of different porosities was created by blocking some of the perforations.

In this set of experiments, the results of the previous set of experiments were implemented and further developed.

The mould for the second set of experiments was fabricated by creating a grid of thirteen by thirteen 5 mm diameter holes on a sheet of plywood. A plywood edge was attached to create the border of the mould. The mould was sealed

The perforations in the rubber sheet were created using 5 mm machine screws which were later removed after the polyurethane rubber had cured.

What was tested within this system was the possibilities of skipping perforations and to increase the ability of controlling geometry through the multiplication of control points.

Perforations are blocked by covering the perforation point with a 5 mm bolt. Depending on the pattern of blocking, the bulging behaviour responds to the blocked perforation by creating a larger bulge that spans across the perforation.

Formwork Scale Two

Perforation Density

The next series of experiments test different porosities of the cast through either blocking perforations or changing the size of the spacer.

-ers. The experiment had spacers on all perforations, creating a grid of full porosity. The spacer pattern was created with the largest cylinders placed at the centre of the formwork with a gradual decrease in the radii towards the perimeter. There was no attempt at creating an overall curvature.

The result of the experiment was successful in creating a varying porosity effect. There were minimal leaking problems. The time to assemble the formwork increased due to the multiplication of control points. The silicone rubber spacers were easily removable, and the cast suffered minimal deterioration during the removal of the formwork.

Every other control point was blocked in the grid. The

same patterning with the larger cylinders in the centre while the smaller cylinders occupying the edges of the cast was repeated in this experiment

The result of the experiment was successful in creatingment is where the control point was blocked; there was pattern transference from the blocking mechanism. Another observable result of this experiment was that because the control points were reduced to half, the cast tended to bulge more in between perforations due to the hydrostatic pressure of the liquid during the pour.

an asymmetrical pattern. The pattern has a high density of blocked perforations in one corner and gradates to many more perforations in the opposite corner.

The result of this test shows a very large bulge in the area of many blocked perforations. Due to the amount of bulging in the formwork, several of the blocking mecha-

nisms were cast deeply into the surface. When removing the formwork, there was deterioration where the blocking mechanisms were positioned.

An interesting result of the test was that the bulge tended to vein into areas of less blocked control points, always following a path of where there were more blocked perforations.

The ability to manipulate the bulging behaviour will be explored in future experiments.

Full-Scale

Prototype

For the full scale fabrication tests, a plywood mould was created. A plywood edge was attached to the plywood sheet. The mould was sealed using polyurethane spray. 14 holes were created in the plywood for the perforations and edgthe perforations in the sheet.

to a 1 cm thickness.

The full scale tests were casted using ready mix concrete. This was done to preserve consistency with a widely available and tested concrete mixture.

The surface of each cast is designed to have four perforations so that the sound tests could test a grouping of different sizes of perforations.

A four centimeter stacked plywood edging was fabricated with 14 mm holes that would match the edge perforations in the rubber sheets.

Thinner plywood strips were made to attach to the outside of the rubber formwork for added reinforcement for a reliable water seal.

The entire formwork system was assembled and tightened with matching nuts.

Where the plywood edging connects was brushed with silicone for a tighter weather seal. Because the holes created had a tolerance to be positioned within the system.

As the spacers grow in diameter, larger plywood washers are used in order to provide a seal against the entire surface of the spacer.

Full-Scale Prototype

The full scale tests were casted using ready mix concrete. This was done to preserve consistency with a widely available and tested concrete mixture.

The surface of each cast is designed to have four perforations so that the sound tests could test a grouping of different sizes of perforations.

A four centimeter stacked plywood edging was fabricated with 14 mm holes that would match the edge perforations in the rubber sheets.

Thinner plywood strips were made to attach to the outside of the rubber formwork for added reinforcement for a reliable water seal.

The entire formwork system was assembled and tightened with matching nuts.

Where the plywood edging connects was brushed with silicone for a tighter weather seal. Because the holes created had a tolerance to be positioned within the system.

As the spacers grow in diameter, larger plywood washers are used in order to provide a seal against the entire surface of the spacer.

Four different concrete slabs were created using the polyurethane rubber sheets.

Spacers

Perforation geometries were explored with the goal of creating articulated geometry with a reusable material. Initially, the spacers were created through layering sections of the desired geometry. By attaching all the sheets, a whole geometry can be cast. The sheets were designed to be interchanged with different sections, such that each layer could be reused for an entirely different geometry. This investigation

Spacer Geometry

The spacers were developed through a process of layering thin sheets. Different radii circles are stacked in circles were used for the layering which were rearranged, depth, and width of each spacer.

The catalogue of different geometries that would be suitable for casting is shown below. Variations within these categories were also explored in the fabrication of the spacers.

The geometry of the perforations was studied for their acoustic effect in creating patterns in the concrete cast. A catalogue of different geometry types were created that would be viable in creating reusable spacers: cylindrical, conical, and hour-glass shapes (the mirror of the conical about the smaller diamter circle). There were also variations to these types, depending on the curve of the depth

the spacer is the removal after the casting process. The removal of the spacer is possible.

Elaboration of the two exterior faces was considered when developing the different spacers. In considering the removal of the spacers, there is the ability to utilize a division plane, where the cast could allow for geometrically different spacers to be coupled. In this way, the perforation geometry of one side of the cast could be differentiated from the opposite side.

Spacer Fabrication

The silicone spacer moulds were created by cutting different radii circles in 1.5 mm plywood panels. The design of the sheets was such that they could be reused and rearranged for different geometries. Also, by creating a grid of circles, it reduces the time and facilitates the ease of creating multiple spacers using one mould. Depending on the desired geometry, the sheets were stacked and connected according to the different circle radii on each sheet.

5 mm machine screws was inserted to each perforation of the mould in order to create a hole to allow the threaded rod to pass through.

The silicone rubber was mixed with the catalyst and poured into the set of moulds, with the excess scraped away. After allowing to cure for eight hours, the hardened spacers were removed and the moulds were disassembled and reorganized into another geometry where the process is repeated.

The translation of spacer geometry into the cast was found to be to a remarkably high degree. Minute surface textures were transferred into the surface of the cast. The varying layers of plywood were effectively translated into the silicone Geometry Transference

Full-Scale Spacer Fabrication

The interesting result of the tests is that the density of the top surface was not dramatically different among the different samples, even though there were dramatic differences in the ratio of the two materials. As suspected, the smaller ratio of polystyrene pellets to silicone yielded the most durable cast, with a higher density of silicone nearer to the top surface of the mould. Even though the samples with a high ratio of polystyrene pellets suffered deterioration at the top of the mould, there was relatively little deterioration of the rest of the cast. The

increase in volume. In looking at the section cut into the high density samples, the distribution in the center of the sample was the most optimum for the application. It is our opinion that by restricting the polystyrene from rising the surface through creating a netting a few millimeters below the intended top surface of the form, it will create an appropriate distribution of polystyrene pellets with minimal surface degradation of the casted piece.

Based on the results of the previous experiments, the full scale spacers were created through layering sheets of

plywood. The sheets of plywood were cut into one of four different sized circles.

Four 5 mm holes were created on the corners of the plywood sheets for alignment of the panels and to compress them

the centre for a bolt to create the hole for the threaded rod to pass through.

A small amount of silicone rubber is poured to cover the bottom of the mould.

Polystyrene pellets are poured into the mould.

A netting is placed on top.

The top layer of plywood is placed and the nuts and washers are installed and tightened.

as the silicone passes through the mesh.

Jump-Form Systems

Holistic concrete forms within this system are created through incrementally casting smaller sections. Once the initial section is cast, the formwork is removed and attached to the edge of the first cast. In this way, there is a continuity of material (concrete and steel reinforcement) through the entire form.

technique was explored because of the ability to vary the geometry in the joining of successive casts.

Another attempt at using a control plate was used for

work. The outer two rows of perforations of the backing plate were cut into separate panels so that the formwork had the ability to rotate at its edges.

This was done to address the deformation of the cast near

cilitate the connection to the previous cast during the jump-form process.

The result of this test was successful in the jump-form process. The backing plate takes considerably less time than the individual spreading bars to assemble as in trial the joint of the two casts was much smoother than in previous experiments.

Systems of blocked spacer were also integrated into the system. Those points that are not blocked are controlled

through the distance of each perforation along the threaded rod. By setting these discrete control points, a globally curved geometry was achieved.

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Rigid Backing Plate

Spreading Bars

to create a global curvature. The framing system involves steel brackets with holes drilled into them. The positioning of the steel brackets were determined by the positions of the neighbouring control points, where the global geometry would be built from the neighbouring relationship of each control point.

The steel brackets were successful in creating a globally curved surface. However, because each spacer needed to be set at either end, there was a dramatic increase in the time to assemble the formwork. However, the threaded rod was able to become perpendicular to the surface which made for a smoother golobal geometry.

An attempt to jump-form several casts together was also performed using this framing system.

globally curved geometry. There was an increase in the amount of time needed to position each of the brackets depending on its neighbour.

The jump form experiment was done with both horizontal jumps and vertical jumps. There was some distortion of the surface at the intersections of different casts, where the formwork would connect to the previous cast.

Scale 01 Jump-Form Casting

An attempt to jump-form several casts together was also performed using this framing system.

globally curved geometry. There was an increase in the amount of time needed to position each of the brackets depending on its neighbour.

The jump form experiment was done with both horizontal jumps and vertical jumps. There was some distortion of the surface at the intersections of different casts, where the formwork would connect to the previous cast.

The jump-form experiment was also successful in that it was able to create a single form from two repetitive casts. Some issues arose when performing this experiment. The control points in the formwork tended to plateau with the cast around the perforation becoming parallel to the control plate instead of the normal plane of the desired geometry. This was due to the compression rods maintaining a perpendicular angle with the control plate. This affected the continuity of the jump form, where the transition of

curvature from one cast to the next would deform.

A system of spreading bars was created in order to create an overall curvature within each cast. The spreading bars

Depending on the position of the one end of the spreading bar,

The formwork is attached to the edge of the previous cast. Using that connection as reference, the spreading bars are

formwork, while the other end an be manipulated along the length of the threaded rod. The curvature is controlled by adjusting these bars, the further along the bar is positioned, the higher the curvature degree is.

Through setting each of these bars, globally curve geometry is achieved.

Scale 02 Jump-Form Casting

Perforation Catalogue

The translation of the results in the physical tests are transferred into the development of a digital design tool, which is used in the architectural design of the research. Physical characteristics found in the physical experiments, such as the effects of hydrostatic pressure, and formwork behaviour were modelled into the digital tool.

Concrete Surfaces 16

Harmonic Frequencies:

Isolating frequencies of haromonic chords whose notes are within the range of the programmatic activity

Genetic Algorithm:

A genetic algorithm was used to create different acoustic affects

Catalogue:

These geometries were organized within a digital catalogue

Perforation Assignment:

The wall is programmed with rules regarding distance and height

Local Scale:

Through parametrically tuning individual perforations to different acoustic geometries, the behavior of the wall

Concrete Surfaces 17

Acoustic Perforation Variables

The variables affecting the individual acoustic perforations outlined in the diagrams above are dynamically coded into the perforation logic of the acoustic wall. Numerous iterations were run to create an optimized matrix of usable geometries. The catalogue is organized by the perforation grid spacing and the necessary structural thickness.

Criteria as inputs for organization of the acoustic reacby the wall, sound intensity, refraction geometries on the opposite end, and the spatial relationship between sound source and the wall.

depth, according to structural capacities. The perforations lower to the ground are cast with perforations of the greatest depth, such that the wall, in section, tapers the higher perforations become.

Within these groupings, The frequency and sound intensity

eter. The inner diameter is the threshold for transferring sound directly through the wall.

equally subdividing the length into seven points. These points are manipulated to create the tuned perforation geometry.

There are some limitations imposed on the amount of manipulation. The outer diameter is limited to the size of the perforation gird. The limits of the outer diameter is restrained to four centimeters less than the distance between two neighboring points on the perforation grid. This is so that in any instance where two of the largest perforations are neighbors, there is still mass to connect

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the structure.

Acoustic Resonance

rewritten as describes the diameter size “d” through setting variables of “n” as number of nodes, v as the speed of sound (343m/s at sea level), “L” as length of cylinder, and “f” as frequency.

The range of acoustic frequencies involved within the programmed activities is from 20Hz to 5,000 Hz. The lengths constraints. The hole diameter was created through calculating frequencies at the different structural widths.

1. Thinner cross sections allow for higher pitches. 2. Thicker cross sections allow for lower pitches. 3. The larger the diameter, the lower the frequency allowed 4.

cies were selected in order to develop the perforation catalogue. These frequencies are related both to the programmatic activity and to music theory. Harmonic arpeggios of complementary acoustic frequencies occurring within the activity of the space are isolated to create a limited number of acoustically sensitive spacers. In essence, when there is an acoustic activity, the wall has the capacity to hum along.

The range of frequencies were calculated for all spacer sizes (appendix --). In evaluating the widely varying diameters, maximum and minimum diameter caps were established. The maximum diameter size is set at 97cm, which would span across several perforations. The minimum di-

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ameter size is set at 2cm which accounts for size of the threaded rod and accompanying sleeve.

From these requirements the available music frequencies range from 392Hz (G4) to 2959.96Hz (F# 7) to be evaluated for spacer creation. Different chords were assigned to each programme depending on their individual ranges within the range of available spacers.

For each programme two frequencies were selected within their range of frequencies.

Market/Speaker G4 (392.00Hz), B4 (493.88Hz)

Busking E5 (659.26Hz), G5 (783.99Hz)

Theatre B5 (987.77Hz), E6 (1318.51Hz)

Concert B6 (1975.53Hz), E7 (2637.02Hz)

Depending on their proximity towards other programs, the intermediary spaces would resonate different harmonic frequencies.

Frequency Resonance

A simple physical experiment was performed to verify the relationship between frequency and geometry. Several differently sized paper tubes were created with the calculated length to distance ratio for the four isolated frequencies. The tubes were suspended on a frame. On one side of the frame, a microphone was placed and on the other a single speaker. Using the frequency generator,ToneGen, a linearly increasing frequency was sent through the speaker for the microphone to record. Using Praat, the sound intensity was mapped, where in subdividing the graph shows a relatively large peak around the calculated frequency. Assuming the increase in frequency can be transposed by time, the x-axis of the graph is translated into frequency.

What was observed from this set of experiments is a series of peaks in the middle of the graph. The red line in graph

lated for. What is promising is the appearance of a peak relatively near the line. W

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Musical Harmonics

Some introduction into general music theory is needed to explain the frequency selection process. The range of frequencies for each programme is evaluated for a harmonic chord of three to four frequencies. The most commonly

The related frequency ratios are listed in the chart below.

Chord Half Steps Frequency Ratios

Each programmatic wall is assigned a frequency within the

found such that the range of the concert programme contains the range of frequencies of all other programmes. This relationship between programmes occurs with all other programmes such that the theatre frequency range also contains the busking, market, and speaker frequency ranges; and the busking frequency range contains the market and speaker frequency ranges.

that as the frequency range increases, the frequency was chosen within the range between the programme’s high frequency limit, and the limit of the highest frequency of the programme that contains a smaller range of frequencies. This is such that the frequency is particular to that programme, while also creating a chord.

Perforation Type: Cone

Digital raytracing experiments were performed on several concave geometries. Through adapting the variables previdifferent types of geometries. Also, the variables that can be controlled showed an ability to greatly vary the acoustic affects while maintaining the raytracing pattern.

lar spreading pattern. The rings of the spreading pattern can be controlled by altering the depth of the inner diameter rings. Depending on the overall cone angle, there can

Perforation Type: Concave Shapes

The concave shaped perforations exhibited a more sphericaling of rays in the transmission area.

Perforation Type: Convex Shapes

Convex shapes tend to have a higher transmission value compared to the concave and conical geometries. Both the high degree of scattering.

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Total rays

50/50

Focus/Scatter Fitness

Minimize Bounding Box size

Maximize Bounding Box size

Transmitted rays 1

Fitness Criteria

Optimizing geometries for acoustic perforations were created through geometry selection through narrowing the posseparated by depth, maximum perforation size, frequency, and acoustic effect of geometry.

Acoustic shapes were tested parametrically using a raytracing script and tuned using Galapagos, a genetic solver within the Grasshopper plug-in for Rhino3D. Wanted varia-

mission and the scattering/focusing result of either

Scattered 3. Highly Transmissive/Focused 4. Highly transmissive/ Scattered 5. 50/50.

through calculating the amount of rays that are able to pass through the perforation. The focusing and scasttering of the acoustic perforation is the size of the bound-

Transmitted rays

Total rays

Focus/Scatter

Minimize Bounding Box size

Maximize Bounding Box size

time. The smaller the bounding box, the more focused the spacer is.

This criteria was set on several different thicknesses to match the structural thickness of the resultant wall, and also to the different base frequency of each programmatic wall.

A catalogue of different spacers were developed through the control of two variables, the depth of the spacer and the size of the inner diameter. These controlled vari-

structural changes in thickness of concrete mass and the inner diameter controlled by the desired frequency and intensity that is programmed into the wall initially.

ration. The nature of the rays, at least in the focused acoustic effect, that after crossing the focal point, the

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Maximize Fitness Transmission Fitness
X X
Fitness Maximize Minimize

rays become scattered again. Considering that the rays are travelling the same distance with each successive calcu-

number of steps, such that all the spacers are tuned to a

Another aspect to consider is that the intensity of sound waves have a logarithmic decay, so the effectiveness of the wall is much greater closer to the wall with little effect to areas further away.

into a single ratio, where the importance of either ratio can be stressed by weighting that ratio more heavily.

Due to the logarithmic falloff of sound intensity traveling through air, there is an effective distance for the tuning of the wall.

Bounding Box (reflected)
Sound
Bounding Box (transmitted)
Source
Perforation Geometry

Perforation Catalogue

For frequency 493, perforations were developed for the speaker and market programmes. 5 different structural

desired acoustic effects. The scattered types reveal a highly undulating surface while the focused perforations have a much smoother surface. The focused acoustic shapes also showed to scale with the overall slope ratio.

This catalogue contains the largest inner diameter, due to the low intensity of the speaker and market programmes.

Perforation Catalogue

The inner diameter for frequency 659 and subsequently the busking programme was much smaller. This is due to two intensity level of programme is more effectively reduced through smaller apertures, blocking more sound. The second resonator is introduced at 10 cemtimeter depth.

This catalogue contains the second largest inner diameter, due to the increase in intensity of the busking programme.

Perforation Catalogue

The theatre programme (frequency 987) has a further reduction of the inner diameter of the acoustic spacer. The same pattern of undulations in the scattered categories also applies to these surfaces.

This catalogue contains the second smallest inner diameter, due to the need for more noise seclusion for the theatre programme.

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Perforation Catalogue

The concert programme, or frequency 1318, contains the smallest base inner diameters. The intensity value being the highest in the concert programme, contains the smallest inner diameter for transmissivity.

This catalogue contains the smallest inner diameter due to the much greater intensity of the concert programme, which necessitates more containment.

495-trans-scat

495-half

495-half

495-trans-scat

495-ref-scat

495-ref-scat

495-ref-scat

495-ref-foc

495-ref-scat

495-ref-scat

495-ref-foc

495-ref-scat

495-trans-scat

495-trans-scat

495-trans-foc

495-trans-scat

495-trans-scat

495-trans-scat

495-trans-scat

495-trans-scat

Assignment by Section

Once completing the catalogue, comes the task of assigning these geometries into a concrete surface. The assignment -

eral criteria. Priority is given to the sectional relathe park will be largely pedestrian, perforations at an elevation within head height of both adults and children

Perforations near the top and base contain information based on sound source approximation.

Due to the logarithmic falloff of sound intensity traveling through air, there is an effective distance for the tuning of the wall.

Sound Source Distance

There is within the section based assignment a sound source distance requirement as well. Depending on their distances to localized sound sources within proximity to sound sources within range.

The general principles of the distance relationship to the sound source are the closer the perforation is to the

If two different programmes are within range to a perforation, a mix between the two programmes are selected. Within the range of wall where one perforation shares one or more sound source, the closest distance is weighted inversely such that there is a higher probability to choose the frequency assigned to the other sound source.

Pattern Variation

The overall pattern variations that can be created within this system display a considerably varied surface pattern. Within this scheme, every perforation is assigned a

shown in the illustrations to the side.

catalogues (r), then by height (h), and lastly by acoustic type (t).

The simulations show a high degree of surface variation between different types of walls. What can be seen as well is the effect of the size of the perforation on the resultant bulging of the rest of the surface.

There is a clear relationship between the size of the outer diameter and the amount of bulging associated with it. The smaller the outer diameter, the greater the surface will bulge. Within the regular selection, the pattern of bulging is, as suspected, also regular. Though, when there

is a mix of different types of perforations, the perforations impart a greater impact on the bulging behaviour of the mass. Entirely different bulged surfaces created when mixing the perforation pattern.

The bulging and the amount of bulging though is still limited to the distance between the perforation grid points. The next simulations involve the ability to skip perforation points, and the related consequences of that.

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Bulging Variation

In order to create more variability within the system,perforation points within the grid formwork can -

through the wall can be greater controlled within the least perforated ranges, 2. greater variation in bulging, where the increase in bulging could be utilized for structural purposes in the introduction of bulged ribs, 3. Larger surface undulation pattern could address the lowest of frequencies within the frequency range of the selected programme.

Through reducing the amount of perforations, there is also a reduction in the amount of transmission. By blocking the amount of holes, the amount of perforations for which the transmission rays can pass through is reduced.

The relationship between the perforation and bulging becomes of greater importance when considering the ability to block perforation points. This is so when linear sequences of perforation points are blocked. This creates

a relatively uniform bulge that creates a thicker, structural rib.

When looking at frequencies, the overall pattern can be manipulated where for example, if every other grid point is skipped, there becomes a grid with larger bulges with greater distance between points. The larger grid affects the lowest frequencies, whose sound waves are much larger than the higher frequencies.

Bulging Structural Consequences

Given the base surface, the structural requirements depending on the curvature is established through analyzing the structural performance at each vertical perforation column. The structural capacity is determined by parametricizing structural ratios for reinforced concrete, controlling the differences in thickness of the concrete based on structural capacities.

The structural deformations also inscribe an envelope to perforation types that are applicable at each given perforation point.

The structural capacities were also linked to the design of the footing. Depending on the structural properties of the concrete mass above, the footing span and depth is

Strand7 was used to test the bulging surface. Three differing sets of surfaces were used with varying cantilevers.Each set of surfaces contains one surface with identically sized perforation and one with a gradually in-

creasing diameter perforation nearer to the top. This was done to observe the effect of differing aperture openings.

The surfaces were tested with a general thickness of 30cmtances ranging from zero to four meters.

What was observed in the digital experiments was that there was a greater overall distribution of stresses in the surface with varying perforations. Considering the perforation size is larger nearer the top, it contains less mass creating less stress near the base. There was no real observable differences in the higher perforations.

There were higher stresses in the areas between the perforation vertically, with little change in horizontal areas. The surface with the varying perforations tends to distribute the stresses to a wider area.

Thus, the general rule in accordance to structural results are that the perforations are larger nearer the top of the wall.

System Evaluation

The system shows a high degree of surface variation that it is capable to achieve.

There are some limitations when developing spaces solely with the raytracing method. Another development criteria would be research into wave simulation. Considering sound travels through air like waves or pressure differences in a liquid, this analysis method would greatly and the accuracy of the spacer.

Another evaluation that is also important is the affect of the amalgamation of the surface in its entirety, Though

effect of an array of perforations is still untested.

Another important aspect currently underdeveloped is the effect of the bulges with acoustic geometries.

A ray-tracing simulation was developed in order to test the wholely modeled wall. A plane matching the wall with a variable density grid is the sound source. The planar

orientation of points is done assuming that when sound propagates through air,sound approximates to a plane.

several modeled walls.

For the structural calculations, a single perforated surface was used. Thickness was assigned to the surface geometry as an approximation of the designed thickness.

There is an opportunity of the design of spaces larger than the perforation grid. This would require the system to provide a condition where the perforation assignment would be aware of possible overlaps between different spacers. With this possibility of creating spacers larger than the base size of the perforation grid, portals could be potentially integrated within the wall.

There is within the system a limited use of different frequencies for the resonance perforation types. Possibilities of incorporating more frequencies would allow for

each programme of containing entire chords made up of multiple frequencies rather than a single frequency. There is the probabilistic event that the frequency occurs may be rare. With more incorporated frequencies, the greater the probability that the wall would resonate.

oped the perforation catalogue is required to address the and focusing/transmitting). Through developing the ratio of two ratios, it could create a more nuanced criteria, where the spectrum in between the currently sought extremes can be used.

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