Computational Design
Portfolio
Danial Keramat
Selected Works 2018-2023
DANIAL KERAMAT
Male | 23 MAY 1994 | Iranian
Passionate, Meticulous, Diligent. I am an experienced computational designer with a demonstrated history of working in the architecture & planning industry. My profession in architecture and programming originates from my enthusiasm in learning, stubbornness in seeking the practical knowledge, and my collaboration with great academic and professional teams in various fields.
Language
Persian (Native Speaker)
English (Proficient) -TOEFL ibt : 107
Contact Info
+98 937 194 17 73
keramat.danial@gmail.com
Linkedin
References
Ramtin Haghnazar
Email: Ramtin@vt.edu
Jonas Hauptman
Email: jonasah@vt.edu
Mohammad Reza Matini
Email: m.matini@art.ac.ir
Education
2017 – 2020 Master of Architectural Technology - Digital Architecture GPA: 18.85 / 20 (94%)
University of Tehran, College of Fine arts, School of Architecture, Tehran, Iran
Thesis: a BIM integrated design tool for curtain wall facades
2012 – 2016 Bachelor of Architectural Engineering GPA: 18.87 / 20 (94%)
Shahid Bahonar University of Kerman, Saba Faculty of Art & Architecture, Kerman, Iran
2008 – 2012 Diploma in Mathematics GPA: 19.07 / 20 (95%)
NODET High School (National Org. for Development of Exceptional Talents), Kerman,IR
Teaching Experience
2023 Tutor | DigitalFUTURES 2023 - DigiPy workshop (click HERE)
Digital Craft House, University of Art, Tehran, Iran.
2022 Tutor | Freeform Space Structure #6 - 3D-Printed Structure workshop (click HERE)
Digital Craft House, University of Art, Tehran, Iran.
2021 Tutor | Freeform Space Structure #5 - Bending Active Shells workshop (click HERE)
Digital Craft House, University of Art, Tehran, Iran.
2021 Tutor | Freeform Space Structure #4 – Bamboo-Bam workshop (click HERE)
Digital Craft House, University of Art, Tehran, Iran.
2020 Graduate Teaching Assistant | Design Studio I - Discrete Design
University of Tehran, College of Fine arts, School of Architecture, Tehran, Iran.
2019 & 2020 Teaching Assistant | Computer Aided Design and Fabrication undergraduate course
CADF97B & CADF98A, University of Tehran, School of Architecture, Tehran, Iran.
Honor & Awards
2020 Top Student – 1st among 13 (2017 graduate class)
Master of architectural technology, College of Fine arts, University of Tehran
2019 First Prize – “Poonak chi” in Farahzad environmental design competition
Contribution: Member of the design team, Arxe Design Studio, Tehran, Iran.
2018 Best design project – Master design studio 1 & 2
Chosen for 5th annual exhibition of nominated projects, University of Tehran
2017 National Merit Scholarship (Tuition Waiver)
Graduate study, University of Tehran
2017 1st Rank - National university entrance exam (among 7271)
Exam field: Master of Architectural Technology
2016 Top Student – 1st among 69 (2012 undergraduate class)
Bachelor of architecture, Shahid Bahonar University of Kerman
2012 National Merit Scholarship (Tuition Waiver)
Undergraduate study, Shadid Bahonar University of Kerman
Professional Experience
2018-Present Dahi Studio (Part-time)
Senior Computational Designer and Researcher – Tehran,Iran
2022 – 2022 Emre İstikam Architecture & Construction (Part-time)
Computational Designer and BIM Modeler - Remote(Turkey)
2022 – 2022 Parametric House (Part-time)
Computational Designer - Content Developer – Remote(UK)
2021 – 2022 Digital Craft House (Part-time)
Researcher, Tutor, Lecturer – Tehran, Iran
2018 – 2020 Arxe Co-Op Architecture studio (Part-time)
Associative architectural designer – Tehran, Iran
2015 – 2017 Taq bostan, Design & Build (Part-time)
Junior Architect – Kerman, Iran
Workshops & Seminars
2021 7th International conference on space structures
Surrey, London (Remote, as guest lecturer)
2019 Robotism (Robot Fabricated Structure) workshop
DCH and University of Tehran, Tehran, Iran (as Student)
2019 Construction & Engineering rights workshop
University of Tehran, Tehran, Iran (as Student)
2019 Coding in architecture
University of Tehran, Tehran, Iran (as Organizer & Student)
2019 2nd International BIM conference
Tehran, Iran (as attendee)
2019 Freeform Space Structure #1 – Nexorade workshop
University of Art, Tehran, Iran (as Student)
2018 Diamond Wall workshop
University of Tehran, Tehran, Iran (as Student)
2018 Twisted Arc workshop
University of Tehran, Tehran, Iran (as Student)
2017 Active Bending workshop
University of Tehran, Tehran, Iran (as Student)
Publications
2023 Journal Paper (under review)
Saghafi Moghaddam, S., Ashjazadeh, Y., Keramat, D. , Baqershahi, M., Hauptman, J., Haghnazar, R.
“Hybrid Learning in Computational Design and Digital Fabrication: A Hands-On Course on Bamboo Spatial Structures during the COVID-19 Pandemic”
Automation in Construction
2020 Journal Paper
Haghir, S., Haghnazar, R. Saghafi Moghaddam, S., Keramat, D., Matini, M.R., Taghizadeh, K. (2020).
“BIM Based Decision-Support Tool for Automating Design to Fabrication Process of Freeform Lattice
Space Structure”
International Journal of Space Structures (click HERE)
2019 Conference Paper
Mehrabi, H., Keramat, D. (2019).
“Hidden costs of building construction, Discussing sustainable post-construction economy”
6th National congress on civil engineering, architecture & urban development
Volunteering Experience
2018 –2020 Association of Architectural Technology
Founder & main member, University of Tehran, Iran
Arranging extracurricular classes, workshops, research sessions for architecture students
Hard Skills
AutoCAD
Revit
Rhinoceros
Navisworks
Lumion
Photoshop
primeire
Office
Hobbies
Grasshopper 3D
C#
Python
MySQL
Laser cutter
CNC miling Mechine
3D Printing (FDM)
Robotic Arm (6 Axis)
Reading Ping pong Gaming Music Collector Travel
Programming Fabrication Modeling & Visualization
ACADEMICS PROFESSIONAL The Linking Live Landscape 2018 2018 2019 2021 2021 2022 2020 2022
ROBOTISM Bamboo-Bam Bending Active Shells Printed Structure Curtain Wall Design Tool Four Frankfurt
CONTENTS
The Diamond Wall
THE LINKING LIVE LANDSCAPE
Academic - Group Work Tehran, Iran | Spring 2018
Role Concept Developer, Designer Supervisor Dr. Ali Andaji
Email aliandaji@ut.ac.ir
The Main Challenge : Shortage of Space
In a room that has an area of about 12 to 16 sqm, every unit of space is of great importance. In a «Rectangular Room», the space one can use is mostly dependant to the ground. The increasing of height leads to less usability. Simply because those spaces close to the ceilng are hard to reach.
Solution : The Pipe House
A circular space that extrudes along an axis produces a pipe shape. Any furniture and equipment you need is positioned inside the body of the cylinder. Through rotation, you can access the furniture you need. So the furniture that are not needed at the moment are exchanged with the ones you actually need. This vresults in an optimized usage of space. In a limited space of about 16 sqm it is hard to imagine an ideal living space, but «The Pipe House» can provide most of the ideals you have in mind of a living.
The main structure of «The Pipe House» is a hollow cylinder. Five rings which contain the furniture are placed inside this cylinder. These rings can be rotated, while the cylndrical structure is still. Each ring has its own seperate floor which is fixed and does not rotate with the rings. But they can be opened to provide access to the furniture that are hidden under.
Step 1: Choosing the Ring Size Step
Color Codes
2: Arranging the Slices Step 3: Panelling the Slices
Step 4: Rotating vs Fixed?
Step 5: Overall Arrangement
CURTAIN WALL DESIGN TOOL(WIP)
Professional & Academic Project - Personal Project
Tehran, Iran | Summer 2020
Role Initiator, Project manager & lead programmer
Cooperation with Dahi Studio
Email info@dahistudio.com
For more information click HERE
Nowadays, Facade companies undertake the design to fabrication process of Curtainwall facades completely. However, the early design phase of the facade is still the responsibility of the architect or architectural team to take. The architect has to rationalize the facade’s surface and determine the main characteristics of the curtain wall. Despite the importance of the architect’s role in the early design phase, this task is often overlooked and done carelessly due to its complexity. This negligence will consequence in unwanted situations such as repetitive reworks, an increase in time and cost of the design development phase. A digital tool might be very helpful to assist architects to design curtainwall facades in accordance to fabrication considerations.
This project was initiated to tackle this concern as my master’s thesis project. As the early developed tool shown to be promising, it’s was pursued as professional project in cooperation with Dahi studio to become a commercial tool in AEC market. Currently, it is a work in progress project and limited to “Stick” curtain wall facades.
FACADE SURFACE DIVISION PROCESS
This computational design tool is developed in grasshopper visual programming platform. it helps to facilitate and accelerate the design process by automating many complex and time-consuming tasks. Furthermore, it provides step by step feedbacks and reports during the design process to assist architects in making more rational decisions. Also, designers can compare their design alternatives based on the provided information such as BIM data, early vendor list, and early material waste estimation. Besides, the architect can implement a waste optimization algorithm to reduce the amount of material waste in the Procurement and fabrication stage.
TOOL`S ALGORITHMIC PROCESS
WASTE OPTIMIZATION
The Optimization process revises the inputted division numbers to reduce the material waste. In a test run, changing the division numbers by 20% led to 78% waste reduction of glass & 60% for profiles.
SHOP DATA, NUMBERING
VERTICAL DIVISION TRANSOM OPTIM PANEL OPTIM BIM OUTPUTS MULLION DIVISION HORIZONTAL DIVISION
ROBOTISM
Academic Project - Group Work
Tehran, Iran | Fall 2019
Role Participant
Tutors Mehran Masuodi, Farzane Skandari
Email mehran.masoudi.arch@gmail.com
INTRODUCTION
ROBOTISM was a ten-day workshop held in December 2019 at the University of Tehran, focused specifically on the computational design and robotic fabrication. The workshop included 45 undergraduate and graduate. architecture students who were divided into groups of 5 to 6 and practiced working with robot. KUKA KR6 with a KRC2 controller was used in this workshop.
After teaching the KRL Syntax at the beginning of the workshop and elaborating on how to generate G-Codes, the students did two series of basic exercises in their groups to learn the concept of paths in robot simulation in the first part of workshop. For the first exercise, they were asked to draw continuous curves with specific patterns in grasshopper 3d and define the motion path of the robot and after generating the G-Codes they started to light painting by using a simple LED as a tool that was placed on the robot’s head. Groups produced corresponding G-codes to make the robot follow the specified paths and print the pattern with the light. In the next exercise, each group was asked to design a structure making use of wooden pieces with specific sizes and numbers, and assemble it with Pick and Place technique, making sure that it could maintain its stability throughout the assembly without the need for screwing or gluing.
INITIAL EXPERIMENTS WITH ROBOTS
THE FIRST EXERCISE ROBOT SIMULATION
3D-light-printing
THE SECOND EXERCISE
Design a structure making use of wooden pieces FINAL PRODUCT
THE SELECTED DESIGN
The pictures below are the perspectives of the final model, which modified alot after it has been approved. they are obtained from moving around the model.
The final design had to be prepared for the assembly process. Given the limitation of robot reach to 1.6m and the conditions of the site, we decided to halve the arch, and also split each half to 4 and 5 sections respectively, making a total of 9 sections. Two methods were proposed for connection of wooden pieces; utilizing a glued roller to which each wooden piece would be rubbed by the robot and placed at the its position, or using a collaborative human-robotic fabrication technique in which someone would use a pneumatic nail gun to fasten objects together after being placed by robot. Considering some practical issues and time constraint, the latter was preferred.
the fabricated sections in the workshop space were transported to the campus and assembled over two hours.
Form Finding: After performing introductory tasks by the teams and getting acquaintance with practical challenges viz properly defining planes to prevent collision of the robot arm with its surroundings, and installation of pneumatic gripper and air pump, students embarked on designing a pavilion on a scale of one to one. The major restriction to be considered in designs was the amount of available material, 40 square meter of 18-mm plywood. All of the proposals were assessed by the jury, and eventually one of them was opted for the final project. Modification were also made to finalize the design.
BAMBOO-BAM
Academic Project - Group Work
Tehran, Iran | Summer 2021
Role Tutor , Lead Programmer
Cooperation with Dahi Studio
Email info@dahistudio.com
For more information click HERE
The workshop attempts to cover five main research areas in this process, including material study, sustainability, computational design, form-finding, structural design and digital fabrication.
These different areas require various knowledge, expertise, and experiences.
To ensure that we can cover them to the extent we need for a workshop, we have instructors and collaborators from different institutions and different backgrounds who generously offer to share their skills and experiences.
INTRODUCTION MATERIAL
A group was responsible for investigating bamboo as a natural, non-standard material, its properties, applications and how it can be used for construction.
We found 4 types, and performed a preliminary study, assessing their quality, geometrical and mechanical properties, workability and so on.
We also tried to follow recommendations of BS ISO for Grading of bamboo. In the end, a native species of bamboo, the so-called ‘Kheizaran’ was preferred over the others.
SYSTEM DEVELOPMENT
In a series of brainstorming sessions, various systems were proposed until a handful of them were chosen as final candidates.
The candidates were then prototyped to experience the fabrication process for each.
We have conducted an evaluation process based on various criteria to come to conclusion what are the pros and cons of each system. Among these 4 alternatives, we continued with the last one.
DESIGN DEVELOPMENT
On the other hand, everyone was encouraged to participate in form design, either using form-finding methods introduced before or coming up with free hand designs if interested. There was no predefined path and we have meant that participants’ interests direct the workshop. After quite some time of correction and discussion, 13 candidates were shortlisted. The final form was then selected based on votes.
Raw Iranian Bamboo (Kheizaran)
Raw Thai Bamboo
Flamed Iranian Bamboo (Kheizaran)
Flamed Thai Bamboo
1. Polyhedron
2. Nexorade
4. Radial
3. Star
BIM MODELING
After the form design phase, the BIM modeling starts.
Goals of this part was:
Visualizing the design Alternatives (with details: LOD 400)
Clash detection prior to fabrication
Extracting Fabrication Data (shop data & Estimations)
Preparing Coordination Model for Assembly process
we developed a “digital design workflow” in a parametric modeling platform known as “grasshopper”. This digital workflow fully automates the modeling process and delivers the required outputs instantly.
The workflow starts with getting two general inputs from the user: First, the wire mesh which is the result of the form design phase, and second, some numerical inputs about bamboo, CNC machine, Screws, and node design preferences.
The second output is the shop drawing of the nodes and handles. These parts will be milled from plywood sheets with a 3 Axis CNC machine. Also, the shop data of bamboos is delivered. This data is used for sawing bamboos & drilling them with a rotary CNC machine. And the last output is the numerical statistics about the BIM model like elements count and length.
After receiving these data and processing them It outputs the fully detailed 3D model including labels for each element. This means that it can also be used as a coordination model in the assembly process.
PARAMETRIC MODELING PROCESS
Too Large Too Low Elevation Too Small Too High Elevation Optimum Node Size Optimum Node Orientation
Node’s Normal (Average of Neighbor Face Normals)
Generating bamboo axes (by adjusting mesh wires)
Trimming
on Node’s Size)
Adding Schematic Bamboo Pipes
Mesh Wires (Based
3
Generating
D
Handles and Subtracting Screw Holes Adding screw, nuts and washers
CUSTOM DIGITAL FABRICATION TOOLS
We knew that each bamboo pole must be connected to its relevant joints by four screws, one pair at each end and the two pairs are not parallel.
We already had a three-axis CNC milling machine that could drill through the bamboo poles vertically along its Z-axis. Since the drilling is only in one direction, we were short in one more axis around which we could roll the poles. We had to either purchase a rotary axis that would cost more than our budget and might not even fit on our CNC bed or build a customized one ourselves. We decided to build one.
Horizontal limitations of available space on the bed were not a concern, but limited available height had to be taken into account.
The rotary consisted of three main parts. A gripper to grab the pole firmly in place while drilling and meanwhile align its center to the rotary axis. A rail and an adjustable wagon for different pole lengths. And a rotator to orient the pole at the right angle. For the gripper part, we decided to buy a low-budget 3-jaw concentric gripper for one end and to 3d print a cone-shaped part for the other end that could attach to a wagon fabricated with plywood and designed in a way that could easily move along the Y-axis on a rail making it adjustable according to the bamboo pole length.
For the rotator, we built a harmonic drive, also known as a strain wave gear, using 3d printed and laser cut parts, ball bearings and a stepper motor along with An Arduino board. With the rotary axis in place, we only needed the correct toolpath to start drilling the poles with our CNC milling machine. And the correct angel to rotate the poles after the drilling of the first two holes.
The rotation angles of each pole are retrieved from the BIM model provided in grasshopper, and the Arduino program for each rotation is generated using this information.
Academic Project - Group Work
Tehran, Iran | Winter 2022
Role Tutor
Cooperation with Dahi Studio
Email info@dahistudio.com
PRINTED STRUCTURE INTRODUCTION
This workshop focused on two topics, 3D printing technology and computational design and fabrication of the freeform standardless spatial structure. To learn and practice 3D printing, the workshop started with a simple object fabrication. Then, students try to design and fabricate the different types of joints. Next, we developed a BIM tool to convert a wire mesh to a LOD400 BIM model and fabrication data. Finally, researchers fabricate the elements and assemble the structure.
PROCESS
The first phase of this course consisted of two parts: Training and experience. In the training section, students were introduced to the grasshopper software as a digital design and fabrication tool to realize their potential in design. They tried to build a simple structure.
After a brief introduction, the main part of the workshop was to begin.Students started to design two main things, the system, and the form. The system is the way that we put the elements together to create a structure, and the form is the shape of the final product.
JOINT DESIGN, PROTOTYPING
In this section, each group designed and developed a system or a joint that can connect the structural elements to each other, according to what they learned in the first chapter. Then, they fabricated these prototypes, and students selected the best alternative considering criteria like aesthetics and strength.
Design and Develop a System by Students
FORM DESIGN
Researchers tried to generate different wire meshes as the form for the final product of the workshop, which was the real scale structure. Various forms were developed and designed in relation to the design systems. Finally, the best form, which was a kind of a cellular 3D Voronoi selected by the researchers.
Design and Develop a Form by Students
FINAL PRODUCT
We had a wire mesh as a form and a system, and in this chapter, we wanted to convert these data to a real structure. First, we developed a BIM generator computational tool that converts a wire mesh to a detailed BIM model containing fabrication data. Then, structural elements and the joints are fabricated using digital fabrication tools, and the components are assembled to create the final structure.
BIM MODELING
A model containing all of the elements, joints, bolts, and accurate information was needed to fabricate the structure, which is hard to create when the design is freeform. Thus, we developed a computational tool that uses the system logic to convert the wire mesh to the final model immediately and automatically.
The joints, the most controversial part of this structure, were fabricated using several 3D printers in 5 days. Whereas the only variable property of the elements was their length, elements were cut in different lengths from long metal profiles.
In the end, the structure was assembled in a day by the students and hung from the ceiling of the hall of the University of art.
JOINT MODELING
BENDING ACTIVE SHELLS
Academic Project - Group Work
Tehran, Iran | Fall 2021
Role Tutor , Lead Programmer
Cooperation with Dahi Studio
Email info@dahistudio.com
INTRODUCTION
The purpose of this workshop was to provide students with an integrated digital design experience and familiarity with digital fabrication tools and facilities. Our ultimate goal was to produce a pavilion at the University of Art. The pavilion was constructed with plywood sheets and using a technique of surface active structures. Final tests and manufacturing of all parts of these pavilion was all digitally produced. This workshop was attended by 24 students and 9 teachers.
PROTOTYPING BY STUDENTS
Prototyping Material: high Impact polystyrene FINAL
STRUCTURAL ANALYSIS AND PANELIZING FABRICATION PROCESS
U14 D6 Flat Plywood Up Bending Screw and Washer Final Form Nut and Washer Bending Flast Plywood Down
PRODUCT
A FLEXIBLE FRAMEWORK
Academic Project - Group Work
Tehran, Iran | Summer 2018
Role Participant | Material study, Mold design
Tutors Arman Khalil Beygi
Supervisor Dr. Katayoun Taghizadeh Azari Email ktaghizad@ut.ac.ir
INTRODUCTION
During the workshop, students had to deal with different issues in different sections. Initially, with the proper design of the modules in relation to the purpose, which was the design of a mechanism for the automated construction of modules, the design of the module and the final design resulting from the assembly of the modules should be presented in addition to the proposed mechanism. In the next step, we had to do experiments by researching the material and finding the right ratio to achieve the desired strength. I participated exclusively in designing the mechanism manually, research material and manager of production and supply of materials in the workshop. The purpose was to design a “flexible molding mechanism” that can produce all the elements of a parametric wall. This mechanism is controlled by an arguing to get exacting reliable results.
ALL STEPS
MOLD MECHANISM PROCESS
The wall and its pattern was designed using grasshopper plugin. After that, we started designing a mechanism that was flexible enough to be able to produce all of the elements. A material research was conducted afterwards to get a sense about the appropriate portins of materials for each: Then the components were molded, coded and finally placed in their position.
Step. 1 Research material
Step. 3 Concreting
Step. 5 Framework
Step. 3,
Step. 2 Mechanism
Step. 4 Module Depot
Step. 6 Infrastructure
Step. 2, Insert modules
FOUR FRANKFURT FACADE
Professional Project – Group Project Tehran, Iran | Spring 2022
Role Computational BIM modeler & Programmer
Cooperation with Emre Istikam & Dahi studio
Email info@emreistikam.com, info@dahistudio.com
TB_B_G_B
Junghofstraße
GrosseGallusstraße
At the very core of Frankfurt, on a site that has been inaccessible for the last 45 years, four new high-rise towers will change Frankfurt’s skyline from the air, while cultivating its liveliness on the ground. The development of these towers, reaching heights of 228 meters, will open up new streets to create a multi-use, vibrant inner-city quarter, bringing together a healthy mix of work, living, relaxation and recreation.
The highest tower (T1) of the quartet touches the sky at a height of 233 meters. As in the Tower 4, office space will be created on the 55 floors. At 173 meters, the T2 will then be one of the tallest residential high-rise buildings in Germany. The second residential tower (T3) is also impressive at 120 meters high. In addition to a hotel, serviced apartments and office space, there will also be a total of around 600 apartments with loggias and direct visual contact with the weather and clouds. Finally, the shortest tower (T4) is 100 meters high and has 25 floors which will be allocated to offices.
TB_B_G_H
Our team was responsible for preparing construction documents for the facade of the fourth tower (Known as RT4). These documents where required for production, Fabrication, and Assembly of the facade panels. We utilized our computational skills to automate the BIM-related tasks such as model generation, clash detection, geometrical validation check, shop drawing generation, Vendor list & material take-off generation through scripting & visual programming (Grasshopper).
UNROLLED RT4 FACADE PIXEL CONFIGURATION FACADE FEATURES
Fillet Fillet Fillet Fillet Gr Ga sstr Roßmarkt gega se Bauherrschaft Entwurfsverfasser Arbeitsgemeinschaft Planungsgemeinschaft Four Frankfurt UNS+HPP T+31 570 2040 T+49 211 8384 vertretendurchGroßImmobilienverwaltungsGmbH, www.gross-partner.de ALLE MASSESIND VOM AUFTRAGNEHMER VERANTWORTLICH ZU PRÜFEN! ±0.00 OKFB +100.00 m ü.NN= +99.99 mü.NHN Grundwasserhöchststand 94.50 mü. NN RT1 RT2 T4-FAS-UNHP-BFx-UB-xxx-5-B202-xx-02-M LEGENDE Glas Dämmung ABAbströmung AL Allgemein ARAbstellraum AVAllgem. Stromverteilung BEHbehindertengerecht DUDusche EINEinströmung ELTElektrotechnik FAFeuerwehraufzug FFFertigfussboden i.L. Breite Lichten ITInformationstechnik LALastenaufzug MSRMessen-Steuern-Regeln NEANetzersatzanlage OLOberlicht PAPersonenaufzug PUMIPutzmittelraum RAB Rauchableitung Fensteröffenbar RWRegenwasser SAASprachalarmanlage SANSanitär SiBeSicherheitsbeleuchtung SPStellplatz STGSteigung SVSicherheitsstromversorgung TGTiefgarage UBZÜberzug UKUnterkante UVElektrounterverteiler UZUnterzug VTVerteilung WHWandhydrant/Entnahmestelle Raumbeschriftung Grundstück-/ Realteilgrenze des Bauantrages Symbole Schnitt Höhenkote,bezogenaufProject-Null Abkürzungen 71,80m OKFF 71,65mOKRD Fassade Revisionsflügel Höhenkote,bezogenaufFußboden Oberkante Höhenkote,bezogenaufRohdecke Oberkante Höhenkote,bezogenaufRohdecke Unterkante OK +1,15m OK-RD +1,15 m UK-RD +1,15m Lochblech Technik Fassade Bezeichnungen Name für geneigte Turmfassaden Fillet Fillet Fillet Fillet Bauherrschaft ALLE MASSESIND VOM AUFTRAGNEHMER VERANTWORTLICH PRÜFEN! Planinhalt Übersicht Fachplaner Leistungsphase Planerstellung Format (1189, 841) T4-FAS-UNHP-BFx-UB-xxx-5-B202-xx-02-M 11.11.2019 LEGENDE Dämmung Mauerwerk ABAbströmung BOSBehörde Organisation EINEinströmung notw.notwendig RDARauchschutz-Druck-Anlage TGTiefgarage TGN Tiefgarage Nachströmung UBZÜberzug Baustoffe Raumbeschriftung Symbole Höhenkote,bezogenaufProject-Null Abkürzungen Revisionsflügel Oberkante Unterkante +1,15m Bezeichnungen Name geneigte Podiumfassaden
Pixel4x4 Pixel2x2 Pixel1x1 1350 45 1240 45 1350 922 4531845 1350 1160 170 80
Roßmarkt
Bauherrschaft Entwurfsverfasser FOURFrankfurt WernerSübaibei Arbeitsgemeinschaft PlanungsgemeinschaftFour Frankfurt UNS+HPP Reuterweg 20 60323 Frankfurt amMain Kontakt UNStudio: T+31 20 570 2040 F+31 20 570 2041 four@unstudio.com www.unstudio.com Kontakt HPP T+49 211 8384 0 F+49 211 8384 185 four@hpp.com www.hpp.com G&PAQUA GrundstücksentwicklungsGmbH &Co. KG, vertretendurchGroßImmobilienverwaltungsGmbH, vertretendurchHerrnPeter Matteo Siesmayerstraße 21 60323 FrankfurtamMain T+49 69 360095 100 F+49 69 360095 200 four@gross-partner.de www.gross-partner.de REALTEILZUORDNUNG TEILSYSTEMERSTELLERNAME GEWERKE_ ZUORDNUNG DARSTELLUNG TYP EB/AN/SCLPH DATEIZÄHLER BLATTSCHNITT INDEX STATUS Planinhalt Übersicht ±0.00 OKFB = +100.00 m ü.NN= +99.99 mü.NHN Grundwasserhöchststand 94.50 mü. NN Fachplaner Projekt Bauherrschaft Datum: Unterschrift: Realteilzuordnung Leistungsphase FOUR Frankfurt Status Indexdatum Planerstellung Maßstab Index Format RT1 RT4 RT3 RT2 A0 (1189, 841) 29.05.2020 As indicated Bürofassade -Rau / Glatt Übersicht T4-FAS-UNHP-BFx-UB-xxx-5-B301-xx-03-M 4 5 03 06.12.2019 Vergabe/Vorvergabe -Doppelfassade 1 : 20 TB_B_G_N 17 1 : 20
NeueSchlesingergasse 1 : 20
18
19
TB_A_G_B_11_U_L
The facades are comprised of “unitized” curtainwall panels which will be fully assembled in a factory and then moved to the constructions site. Each floor has nearly 90 panels, and in each panel, there are approximately 350 to 550 components (90 to 160 components types). In fact, there are about 72000 possible configurations of panels based on the existing parameters in the facade design. Some of these parameters are shown below. As a computational designer, I was responsible for developing an algorithm to automate some time-consuming tasks such as geometrical examination, components’ numbering, material take-off generation. With this algorithmic tool, our team was able to do these tasks for each panel under 5 minutes.
PARAMETERS OF PANEL CONFIGURATION
Ertüchtigungen
Schallschutzertüchtigungen von Profilen und Anschlüssen, Profilaussteifungen, Einschieblinge etc.) auch wenn diese der vorliegenden Planungnicht dargestellt werden, sind Leistungsbestandteildes AN und eigenständig zu planenund auzuführen -Beider Planung und Ausführung der Fassaden und deren Anschlüsse sind die durch die Tragwerksplanung ermittelten Rohbauverformungen zu berücksichtigen. Diese müssen durch Konstruktion sicheraufgenommen werden.
COMPONENTS OF A PANEL’S NAME
TB_A_G_B_11_U_L
The Numbering Module
Panel's 3D model Panel's Type NO NO Yes is 3D Model Valid? Error Report: Correct the panel's 3D Model based on the reported issues Adjust Blocks' Hierarchy Unique ID (UID) Database Separate Blocks Based on their Types Extract Geometrical UID from Blocks' Model Search for extracted UIDs in Database UID D.B. Yes No Does UID exist in D.B.? Assign a New Name for the New UID Pick the Block's Name from D.B. based on the UID Rename the Block Add the New UID & Name to D.B.
Prepare Block Properties Based on Block's Name & Model Information Export the STP file for New Blocks Prepare the Report of Renaming & New Names Panel's 3D model with Renamed Blocks & adjusted Hierarchy Bill of Material Reporting Documents STP file for new components Updated Unique ID (UID) Database - Count of repetition - Color(s) (in, out) - Volume & Mass - Bounding Box Dim - Profile Section Code - Plate Thickness - Unrolled Plate Dim. - etc. Extract Data from Models - Missing Blocks - Open Solids - Duplicate Blocks - Mirrored Blocks - Blocks' Hierarchy - Blocks' Name Validity - Profiles Section Validity - Plates' Thickness Validity Initial Model Examination Outputs Tool's Algorithmic
932 418 1350 1170 180 1350 180 1170 VAR. from 275 to 400 1350 1350 1350 1350 1350 1350 400 275 1350 VAR. From 375 275 VAR. from 375 to 275 1350 VAR. From 375 to 275 1350 VAR. From 375 to 275 VAR. From 375 to 275 VAR. 1350 022_F4 87.120 023_F4 90.950 88 3743 325 022_F4 87.120 023_F4 90.950 3830 022_F4 87.120 023_F4 90.950 325 3830 022_F4 87.120 023_F4 90.950 3830 TB_ A= Rau TB_ B=Glatt TB_X_G G=Gerade G TB_X_K K=Krümmung TB_X_O O=Kink Oben O TB_X_U U=Kink Unten U TB_X_E E=Ecke TB_X_X_N N=No box/Hatch N TB_X_X_B B=Box B TB_X_X_H H= Hatch H TB_X_X_F F= Flipped Hatch F TB_X_X_X_41 41=4-Pixel panel 41 TB_X_X_X_42 42=4-Pixel panel 42 TB_X_X_X_43 43=4-Pixel panel 43 TB_X_X_X_44 44=4-Pixel panel 44 TB_X_X_X_21 21=2-Pixel panel - deep panel 21 TB_X_X_X_22 22=2-Pixel panel - shallow panel 22 TB_X_X_X_11 11=1-Pixel panel 11 TB_X_X_X_XX XX=Glatt panel XX TB_X_X_X_X_X X=Normal panel X TB_X_X_X_X_U U=Panel with bottom gap U TB_X_X_X_X_X_R R=Rechts R TB_X_X_X_X_X_L L=Links L TB_X_X_X_X_X_R R=Rechts R TB_X_X_X_X_X_L L=Links L Facade Type Building Part Hatch Type Horizontal Panel Geometry - Pixeling Vertical Panel Geometry Box/Deep side position
process Inputs
TB=TurmBüro TW=TurmWohnen PB=PodiumBüro A=Rau B=Glatt C=Crown L=Loggia P=Base G=Gerade K=Krümmung O=Kink Oben U=KinkUnten E=Ecke D=Special Ecke S=EckeKink T=Technik Q=Technik Krümmung R=Technik Kink Oben V=Technik Ecke W=Technik Ecke Kink B=Box H=Hatch F=Flipped Hatch N=NoBox/Hatch 11=1-Pixel panels 21-22=2-Pixel panels 41-44=4-Pixel panels XX=AllGlattpanels AA=Glatt panels with Rau material X=NormalPanel U=Panel with BottomGap B=PanelwithBaseFrame L=Links R=Rechts X=Glatt Gr Galusstraß Roßmarkt Ne eSche i gegasse Jun hofsraß Bauherrschaft Entwurfsverfasser Arbeitsgemeinschaft Planungsgemeinschaft Four Frankfurt UNS+HPP Reuterweg 20 Kontakt UNStudio: +31 20 570 2040 four@unstudio.com www.unstudio.com Kontakt HPP +49 211 8384 four@hpp.com www.hpp.com G&P AQUAGrundstücksentwicklungs GmbH Co. KG, vertreten durchGroß Immobilienverwaltungs GmbH, Siesmayerstraße 21 +49 69 360095 100 four@gross-partner.de www.gross-partner.de ORDNUNG NAME ZUORDNUNG UNG TYP ZÄHLER ALLE MASSESIND VOM AUFTRAGNEHMER VERANTWORTLICH ZU PRÜFEN! Planinhalt Übersicht ±0.00 OKFB +100.00 m ü.NN +99.99 m ü.NHN Grundwasserhöchststand 94.50 m ü. NN Fachplaner Bauherrschaft Realteilzuordnung Leistungsphase FOUR Frankfurt Status Indexdatum Planerstellung Maßstab Index Format RT1 RT4 RT3 RT2 A0 (1189, 841) 14.09.2021 As indicated Kodierung Fassadenelemente T4-FAS-UNHP-BFx-UB-xxx-5-B302-xx-05-B 05 06.12.2019 Baufrei/Freigegeben/Gleichg. Hinweise: -Fassadenanschlüsse Innenluftdicht und Außen diffusionsoffen und schlagregendicht -Verbindungen/ Anschlüsse sind gemäß Los-/ Festpunktprinzip herzustellen -Verformungen,thermischeDehnungen und Längenänderungen, gleitfähige Anschlüsse müssen zwängungsfrei und ohne Geräuschentwicklung erfolgenkönnen -Baustoffkombinationen sindgrundsätzlich materialverträglichherzustellen
sind für sämtliche Konstruktionen
dem Gutachten der
Lemon Consult)
TB_X_X_X_AA AA=Glatt panel with Rau materials AA Index:Änderung: Gezeichnet: Geprüft: Datum 1Planlieferung Ausschreibung LPH Teil A2 (LV Paket Planlieferung LV-Versand) Vorabzug06.12.2019 4Finale Planlieferung vor Vergabe Teil Baufrei/Freig-20.07.2021 5Finale Planlieferung vor Vergabe Teil Baufrei/Freig-14.09.2021 TB_X_D D=Special Ecke Hatch Type Horizontal Panel Geometry - Pixeling Vertical Panel Geometry Box/Deep side position
-Für den Auftragnehmer (AN)
die bauphysikalischen Anforderungen/ Vorgaben aus
Fachingenieure (ITA,
einzuhalten und separat über entsprechende Berechnungen/ Messungen/ Prüfstandsversuche nachzuweisen -Konstruktive
(wie z.B.
TB=Turm Büro TW=Turm Wohnen PB=Podium Büro A=Rau B=Glatt C=Crown L=Loggia P=Base G=Gerade K=Krümmung O=Kink Oben U=Kink Unten E=Ecke D=Special Ecke S=Ecke Kink T=Technik Q=Technik Krümmung R=Technik Kink Oben V=Technik Ecke W=Technik Ecke Kink B=Box H=Hatch F=Flipped Hatch N=No Box/Hatch 11=1-Pixel panels 21-22=2-Pixel panels 41-44=4-Pixel panels XX=All Glatt panels AA=Glatt panels with Rau material X=Normal Panel U=Panel with Bottom Gap B=Panel with Base Frame L=Links R=Rechts X=Glatt -Verbindungen/ Anschlüsse sind gemäß Los-/ Festpunktprinzip herzustellen -Verformungen,thermischeDehnungen und Längenänderungen, gleitfähige Anschlüsse müssen zwängungsfrei und ohne Geräuschentwicklung erfolgenkönnen -Baustoffkombinationen sindgrundsätzlich materialverträglichherzustellen -Für den Auftragnehmer (AN) sind für sämtliche Konstruktionen die bauphysikalischen Anforderungen/ Vorgaben aus dem Gutachten der Fachingenieure (ITA, Lemon Consult) einzuhalten und separat über entsprechende Berechnungen/ Messungen/ Prüfstandsversuche -Konstruktive Ertüchtigungen (wie z.B. Schallschutzertüchtigungen von Profilen und Anschlüssen, Profilaussteifungen, Einschieblinge etc.) auch wenn diese der vorliegenden Planungnicht dargestellt werden, sind Leistungsbestandteildes AN und eigenständig zu planenund auzuführen -Beider Planung und Ausführung der Fassaden und deren Anschlüsse sind die durch die Tragwerksplanung ermittelten Rohbauverformungen zu berücksichtigen. Diese müssen durch Konstruktion sicheraufgenommen werden.
PANEL TYPES ON RT4 FACADE
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