CONSTRUCTION TECHNOLOGY 2
PORTFOLIO SEMINAR WORKS PRODUCED WITHIN CONSTRUCTION TECH
CONSTRUCTION TECHNOLOGY 2
PORTFOLIO SEMINAR WORKS PRODUCED WITHIN TECHNICAL MODULE
seminar works produced in Construction Technology Module 2 at Nottingham Trent University
by Beomjun Kim
Construction Technology 2
1 2 3 4 5 7 8
SEMINAR TASK 9 SEMINAR TASK 10 SEMINAR TASK 11 SEMINAR TASK 12 SEMINAR TASK 13 PORTAL FRAME
Construction Technology 2
TASK TASK TASK TASK TASK TASK TASK
dTABLE OF CONTENTS
SEMINAR SEMINAR SEMINAR SEMINAR SEMINAR SEMINAR SEMINAR
Construction Technology 2
Construction Technology 2
dINTRODUCTION
INTRODUCTION
INTRODUCTION This portfolio contains my works produced within Construction Technology module in 2nd year. This Coursewrok was to assess my understandting of the technical, practical and environmental principles involved in the construction of small to medium sized commercial buildings. It also required me to demonstrate my understanding of the production process and performance of buildings. Seminar task consists of a total of 12 seminar task and portal frame project as well and all the tasks are detailed in the contents page and every single first page of the each seminar tasks pages. This portfolio contains also a variety of research as well as seminar tasks. Also, all the task are produced with Hand drawing, AutoCad and Revit and scaled.
Fig 1. Pin-jointed frame
Construction Technology 2
SEMINAR TASK 1
NTU QUIZ
Construction Technology 2
SEMINAR TASK 1
TASK 1 1. Working in groups of max five, the first aim of this seminar is for you to identify the locations of the photographs, taken around the NTU city centre campus. 2. Working individually, describe what is being shown in each photograph – the type of structure / materials / type of joints (for example moment connection or pin joint for a steel frame), describe the other construction elements (e.g. flooring, cladding, roofing). In many cases, there will be aspects that will require some speculation / further research / guidance from your tutors as they are unfamiliar or partially hidden from view. You may annotate the photographs themselves and small sketch details should be included to aid explanation.
Construction Technology 2
IMAGE 1 First of all, we can see that the picture shows the glass and steel structure frame. The glass is a double glazed window. I think the reason why the designer choose double glazed window is to prevent heat loss through the window, stops draughts through the frame and works as an insulator in the same way like cavity wall insulation. Furthermore, we could check that the steal frame is conneccted to the floor with pin joint which can resist both vertical and horizontal forces. Also, there is a hole in the middle of the steel frame. That hole is to reduce the cost and the weight of the frame. That frame and double glazed windows are connected with black silicon. Also, when it comes to the floor, there is a drainage system outside the floor, on the other hand, there is a trench heating system inside the floor. The trench heating system is basically a heating system that takes away the need to have radiators on the wall and it precents from making condensation. Fig 2.
# Pinned Support A pinned support can resist both vertical and horizontal forces, but not a moment. They will allow the structural member to rotate, but not to translate in any direction. Many connections are assumed to be pinned connections even though they might resist a small amount of moment in reality. It is also true that a pinned connections could allow rotation in only one direction. The design of a pinned connection is a good example of the idealization of the reality. A single pinned connection is usually not sufficient to makea structure stable. Another support must be provided at some point to prvent rotation of the structure.
IMAGE 2 As we cann see, the picture basically shows how the steal frame is jointed with the brick works. The glass is a double glazed window and it is connected with the steal frame with silicon. Furthermore, the frame is connected with the brick works with bolt and nut. The hole in the middle of the frame is to reduce the cost and the weight of the frame. Also, the window left corner in the picture is a top hung window, which is hinged atthe top and is perfect for wet climates as it blocks out rain. I think the window was installed before the glass box and the entrance was built, given that the window is inside now.
Fig 3.
IMAGE 3 The picture shows the column and the floor. First of all, the column is a In-situ reinforced concrete. The In-situ concrete means that builidng components are manufactured in a central plant and later brought to the building site for assembly. Also, reinforced concrete is a composite material in which concrete’s relatively low tensil strength and ductivity are counteracted by the inclusion of reinforcement having higher tensile strength or ductivity. Also, the blind part on the glass wall at the top right corner is to hide some electric stuff like cables. There is a raised access floor above the cables. Furthermore, the slab at the left in the picture is also prefabricated concrete slab and it it supported by steel frames. The steel frames also consist of pint joints. # Air bubbles in concrete
Fig 4.
The large holes are where air bubbles got trapped under the top cap of the mold. All concrete will have aire trapped in the mix due to the mixing process. Fine aggregates and sand tend to trp air bubbles, and a stiff cement paste will not allow the the air to rise and escape.
Fig 5.
IMAGE 5 The picture basically shows connected 4 pin joints. Those joints are connected to columns and those seem pull each other to support the load that column are taken. When I touched the joints, those were moving. So, the pin joints were obviously working properly. Also, the wall was decorated with vertical timber cladding. Those timbers are for deafening because inside wall is being used as a lecture theatre. Also, those pin joints consist of steel stainless. Furthermore, I could notice that those connected 4 pint joints are not at every bay. Those are always located next to bridges connected between the first floor and the lecture theatre on first floor. It is because the columns next to the bridges get much load than other columns. Also, there are trench heating system on the floor. It is because there is a glass roof on the site and the trench heating prevent from occuring condesation on the roof glass.
Fig 6.
IMAGE 6 The picture shows the suspended ceiling. The suspended ceiling is a ceiling with a space between it and the floor form whihch it hangs. As weell as concealing underside of the floor slab, this void can provide a useful space for the distribution of heating, ventilation, air conditioning, plumbing and wiring, as well as providing a platform for the installation of speakers, light fittings, wireless antena, cctv, fire and smoke detectors, sprinklers and so on. The void can be used as an air plenum, in which the void itself forms a pressurised duct to supply air or extract it from the occupied space below.
Fig 7.
Construction Technology 2
The picture shows a roof structure which consists of glulam. A glulam is a ‘Glued laminated Timber’, which is a type of structural engineered wood product comprising a number of layers of dimensioned lumber bonded together with durable, moisture-resistant structural adhesives. The glulam is connected with the steel beam with pin joint and the steel beam consists of rigid joint. Furthermore, the glulam was a bent shaped structure on site. The curved glulam is a cost-effective form of construction, utilised for both their strength and design capabilities. Also, the curved shape is really aesthetic. So, there are lights underneath the glulam structure to show them at night as well.
SEMINAR TASK 1
IMAGE 4
Construction Technology 2
IMAGE 7 The picture shows a set of pin joints. Those consist of steel and thicker joints are connected to the roof joist. These seem that installed instead of roof truss structure to support the roof load. So, it can get much more sun light as it is open. Also, we cann see the roof is painted with white colour. Given that the roof is timber, Fire proof paint was used which is called ‘Intumescent’. # Fire Retardant Paint A Fire Retardant Paints main purpose is stopping flame and fire spreading over a given surface. They do this by releasing a flame dampening gas once they become hot. To ensure their effective they are tested against British safety standards BS 476, part 7. Once their effectiveness has been proven they can be applied to walls, floors and ceilings in any space. Fig 8.
In certain areas e.g. public areas such as hotels, it is imperative that the correct level of fire resistance is achieved to ensure that all relevant laws and legislation are adhered to.
IMAGE 8 The picture shows the concrete column, concrete beam and some brickworks right next to the column. Also, we can see the net behind the window. I think the net was installed for some safety reason.
Fig 9.
IMAGE 9 The picture shows the exposed ceiling, steel beam and column. The steel beam is coated with intumescent paint for fire proof. Also, the beam is connected to the column with rigid joint. Furthermore, the ceiling semms like it consists of steel and there might be raised access floor above the steel roof.
Fig 10.
SEMINAR TASK 1
Construction Technology 2
Fig 11. Steel frame
Construction Technology 2
SEMINAR TASK 2
STEEL FRAME
Construction Technology 2
SEMINAR TASK 2
TASK 1 A. Working by yourself using the A3 Plan provided, read and understand the building plan. The building is a two storey nursery unit. The building is relatively small but has a number of features that will affect the structural frame grid positioning – a liftshaft, a staircase, a demountable wall at ground floor level, extensive glazing on the West elevation, rooflights and a single section B. Using the lecture guide draw on solid square columns on both ground & first floor plans – typically they should line up C. Identify any holes in the first floor slab then using a coloured pen draw on the beams / rafters connecting the columns and supporting the floor / roof D. Add grid lines and grid bubbles and annotate TASK 2 Write in full what the following steelwork acronyms stand for: • U.B. • U.C. • U.B.P. • P.F.C. • L. • C.H.S. • R.H.S. • S.H.S. • E.H.S. • T.
Construction Technology 2
PROVIDED PLAN
Fig 12. Provided general plans
POPOSED PLAN
Fig 13. Proposed general plans. By author
The web resists shear forces, while the flanges resist most of the bending moment experienced by the beam. Beam theory shows that the I-shaped section is a very efficient form for carrying both bending and shear loads in the plane of the web. On the other hand, the cross-section has a reduced capacity in the transverse direction, and is also inefficient in carrying torsion, for which hollow structural sections are often preferred. Fig 13. U.B
U.C (Universal Column) Universal Columns (UC), made to AS3679/300 and commonly referred to as “H” beams, are named after the ‘H’ shaped appearance of their cross section. The vertical middle section of the beam is known as the ‘web’ and the horizontal component is the ‘flange’. The vertical “web” and the horizontal “flange” of a Universal Column are very similar in length. Columns, as with beams, are mainly used in structural applications.
Fig 14. U.C
P.F.C (Parrel Flange Channel) Parallel flange channels, also known as PFC or C-section, are part of our premium structural sections. Parallel flange channels are suitable for use in structural applications or engineering, boasting properties such as increased strength and durability.
Fig 15. P.F.C
U.B.P (Universal Bearing Pile) Universal bearing piles. Universal bearing piles are H-sections produced on a hot rolling mill- hence their name. They are essentially the same as universal column sections, except that they have uniform thickness throughout the section.
Fig 16. U.B.P
Construction Technology 2
An I-Beam, also known as H-Beam (for universal column, UC), W-Beam (for ‘wide flange), universal Beam (UB), Rolled Steel Joist (RSJ), or double-T is a beam with an I or H - shaped cross section. The horizontal elements of the “I” are known as flanges, while the vertical element is termed the “web”. I-beams are usually made of structural steel and are used in construction and civil engineering.
SEMINAR TASK 2
U.B (Universal Beam)
Construction Technology 2
C.H.S (Circular Hollow Section) Circular Hollow Section (CHS), also known as Cold Formed Hollow Section, Circular Mild Steel Hollow, Hollow Round in stock for next day delivery. Buy standard stock or cut your material to length online for low trade prices, select the size and length of Circular Hollow Section using the dimensions table.
Fig 17. C.H.S
R.H.S (Rectangular Hollow Section) Rectangular hollow sections or rec tubes are cold formed and welded from either hot rolled, cold rolled, pre-galvanized or stainless steel. In order to form the rectangular steel section the appropriate mother tube, a round steel tube, has to be formed first. From a round tube rolls are used that progressively press the round tube into a rectangular hollow section. This is all done inline. For example: A round tube with an outside diameter of 101.6 is pressed into an 80x80 square tube. Square and rectangular steel tubes have the advantage of being stronger in bending while a round hollow section has more stiffness in twisting.
Fig 18. R.H.S
S.H.S (Square Hollow Section) S.HS., also known as Square Hollow Section are cold formed and welded from either hot rolled, cold rolled, pre-galvanised or stainless steel.
Fig 19. S.H.S
L (Equal / Unequal Leg Angle)
Fig 20. L
Fig 21. E.H.S
T / Tee (Split from UB or UC) Tee Section, also known as T beam or T bar, is a structural beam with a “T” shaped cross section. Tee section is generally made of plain carbon steel. Manufacturing methods of “T” sections are hot rolling, extrusion and plate welding. T bars are often used for general fabrication
Fig 22. T
Construction Technology 2
Elliptical hollow sections (EHS) are the newest steel shape to have emerged in the construction industry. They have been incorporated in a variety of structures around the world, including Canada, without structural design guidelines. To date, EHS are completely absent from Canadian codes and guides. A possible application of EHS is within truss-systems and, as such, a research project has been undertaken to investigate the behaviour of EHS-to-EHS welded connections. Twelve T and X connection tests have been performed to study the effect of connection angle, orientation type, and loading sense. Two methods to predict connection capacities and failure modes are investigated: an equivalent circular hollow section (CHS) approach and an equivalent rectangular hollow section (RHS) approach. The equivalent RHS approach proved to be more successful at capturing the actual failure mode of welded EHS-to-EHS connections and is therefore recommended at this time as a preliminary design method for EHS truss-type connections.
SEMINAR TASK 2
E.H.S (Elliptical Hollow Section)
Fig 23. Glulam frame
Construction Technology 2
SEMINAR TASK 3
GLULAM FRAME
Construction Technology 2
SEMINAR TASK 3
TASK 1 You will need to design a glulam frame for the accompanying basic building section, overlaying the drawing provided with paper show the columns, floor beams and roof beams (all in glulam). The Glulam Specifier’s Guide (uploaded to NOW) can be used to size the floor and roof beams, assuming a loading requirement of 1.65kN/m run for the roof beams and 4kN/m run for the floor beams. Assume column size 160x160mm and assume glulam frames are at 6m centres. Consider also about the beams that will run perpendicular to the section that will tie together the structural frame. The overall section should be to scale, clearly annotated to show the proposed sizes and positions of all glulam elements, include a grid and relevant dimensions. TASK 2 Provide detail drawings of the connections within this overall structure. You are expected to research the various types of joints used in glulam structures to help inform this. You will need to produce the four connection details shown below. The details could be a 3D axonometric view of the connection or a sectional detail to scale or both! · Roof beam to column junction · Roof beam to column with cantilevering beam past the column to form a roof overhang · Floor beam to column · Column base
You will need to design a glulam frame for the accompanying basic building section, overlaying the drawing provided with paper show the columns, floor beams and roof beams (all in glulam). The Glulam Specifier’s Guide (uploaded to NOW) can be used to size the floor and roof beams, assuming a loading requirement of 1.65kN/m run for the roof beams and 4kN/m run for the floor beams. Assume column size 160x160mm and assume glulam frames are at 6m centres. Consider also about the beams that will run perpendicular to the section that will tie together the structural frame. The overall section should be to scale, clearly annotated to show the proposed sizes and positions of all glulam elements, include a grid and relevant dimensions.
X1
X2
Preliminary
Building Control
Measurement
Site
Client Approval
Fire Precautions
Tender
As Built
Planning
Pre-Tender
Contract
X3 Glulam beam to be located below this roof construction zone
300 Glulam column can be located either inside or outside glass curtain wall
Roof beam 140 x 585
200 Glulam column to be located inside this external wall zone
1100
3100
Cafe Glulam beam to be located below this floor construction zone
Beam 140 x 360
Balustrade
Beam 140 x 495
9000 3100
Construction Technology 2
TASK 1
Column 160 x 160
Circulation
Exhibition
104 Arkwright Studio, Nottingham, Nottinghamshire, England NG1 4BU
Internal and external ground level. Consider how Glulam structure meets the foundations
12000
Column to foundation detail
1500
CONSTRUCTION TECHNOLOGY 2
section 1:50
DESN22071
14 NOV
BJK
SEMINAR 03
-
-
Fig 24. In-situ detail @ 1:5. By author
Cast in holding -down bolts or resin anchors to the concrete slab either exposed or rebated into the base of the timber post
Preliminary
Building Control
Measurement
Site
Client Approval
Fire Precautions
Tender
As Built
Planning
Pre-Tender
Contract
Mild steel base plate with welded studs glued into the base of the timber post
104 Arkwright Studio, Nottingham, Nottinghamshire, England NG1 4BU
CONSTRUCTION TECHNOLOGY 2
column to foundation detail 1:8
DESN22071
Fig 25. Column base detail @ 1:5. By author
14 NOV
BJK
SEMINAR 03
-
-
Fig 27. Glulam column base. By author
A
Supported beam
495
Bolt or dowel in slotted vertical hole
Steel fin plate Bolts or dowels
Bolts or screws
160
Loose timber cover plate to cover steel bearing plate
Fig 26. Column to beam connection detail @ 1:5. By au-
Fig 28. Column to beam connection.
Construction Technology 2
Provide detail drawings of the connections within this overall structure. You are expected to research the various types of joints used in glulam structures to help inform this. You will need to produce the four connection details shown below. The details could be a 3D axonometric view of the connection or a sectional detail to scale or both! 路 Roof beam to column junction 路 Roof beam to column with cantilevering beam past the column to form a roof overhang 路 Floor beam to column 路 Column base
SEMINAR TASK 3
TASK 2
Fig 29. Concrete frame
Construction Technology 2
SEMINAR TASK 4
CONCRETE FRAME
Construction Technology 2
SEMINAR TASK 4
TASK 1 You will have been shown examples of in-situ concrete and precast concrete framed buildings with the features of both described. During the seminar, you will be required to research concrete frame connections (consider Lecture slides, the uploaded Bison brochure, your own personal research) then develop three internal beam / upper floor slab section details – one for a precast concrete framed structure and two for an in-situ concrete framed structure. In-situ detail 1 75mm concrete screed on a 100mm in-situ reinforced concrete floor with a 200mm wide x 350mm deep in-situ downstand beam In-situ detail 2 40mm concrete screed on a 350mm in-situ reinforced concrete floor Precast detail 75mm concrete screed on a 150mm deep hollow core floor construction on a 350mm wide x 500mm deep precast beam Focus on the differences between the details due to them being precast or in-situ concrete. Indicate the column position in the background, the reinforcement and the gridline. Include the initial sketches used to develop the details. All details are to be at 1:10 scale. Remember! - Elements that are ‘cut through’ should be shown with a darker lineweight and should be hatched. Elements that are in the background should be shown with a lighter lineweight. ‘Hidden’ elements can be shown with lightweight dashed lines. It is also important to include on a detail key dimensions and clear and neat annotation, with leader lines to indicate where the annotation relates.
In-situ detail 1 75mm concrete screed on a 100mm in-situ reinforced concrete floor with a 200mm wide x 350mm deep in-situ downstand beam In-situ detail 2 40mm concrete screed on a 350mm in-situ reinforced concrete floor
A
75mm concrete screed
100
75
100mm In-situ reinforced concrete floor
Upper reinforcement mesh
300
200mm x 350mm In-situ downstand beam
200 Column
Fig 30. In-situ detail @ 1:5. By author
40
40mm Concrete Screed
350
Construction Technology 2
TASK 1
350mm In-situ reinforcement concrete floor reinforcement mesh
Fig 31. In-situ detail 2 @ 1:5. By author
A
150
75
75mm Concrete screed
150mm Hallow core floor
Grout
500
Bearing Pad
350mm x 500mm precast beam
350 Column
Fig 32. Precast detail @ 1:5. By author
Construction Technology 2
Precast detail 75mm concrete screed on a 150mm deep hollow core floor construction on a 350mm wide x 500mm deep precast beam Focus on the differences between the details due to them being precast or in-situ concrete. Indicate the column position in the background, the reinforcement and the gridline. Include the initial sketches used to develop the details.
SEMINAR TASK 4
TASK 1
Construction Technology 2
Research about difference between In-stu concrete and precast concrete
TASK 2
Research about difference between In-situ concrete and precast concrete
N0714466 Beomjun Kim
In-situ concrete
Precast concrete
Column, slab etc. elements are casted on site and hence it is difficult to control mix, placement and curing in cast-in-situ concrete.
Elements are manufactured in a controlled casting environment and have it is easier to control mix, placement and curing.
Quality control and maintenance is difficult.
Quality can be controlled and maintained easily.
More labours are required.
Less labours are required.
More skilled labours are required.
Less skilled labours are required.
In situ concrete construction is slow as gaining of strength requires time.
Precast concrete construction is quick as it can be installed immediately and there is no waiting for it to gain strength.
Increase in strength at situ by accelerated curing is a difficult task.
Increase in strength can be achieved by accelerated curing.
Elements are cast in open environment.
Elements can be cast in controlled condition.
On site strength test is required.
On site strength test is not required.
Elements cannot be casted in advance.
Elements can be cast in advance and held until the hour you need them, thereby saves time
Weather condition can delay the casting work.
Weather condition has no effect on casting work.
Speed is less as elements are casted at site..
Speedy construction is possible.
In situ concrete is cheaper form of construction for small structures.
Precast concrete is cheaper form of construction if large structures are to be constructed.
Total construction time is more as compared to precast.
Total construction time is less as compared to cast-in-situ.
1
There is constraint in length and shape of element.
Elements of varying lengths and shape can be developed.
Less maintenance cost.
Higher maintenance cost.
Less number of joints present in structural system.
Large number of joints in structural system.
More resistant to earthquake and wind forces.
Less resistant to Earthquake and wind forces not recommended where seismic loads are dominant.
Local contractors can also build the structure.
To construct one needs a skilled and technical contractor.
It will difficult to use High Strength Concrete as it depends on site condition and resources available.
High Strength concrete can be used because it is in controlled condition.
Cast-in-situ concrete does not require such handling equipments.
Precast concrete requires heavy machinery and cranes for handling i.e. lifting and installation of heavy elements
No serious attention is required for joints in cast-in-situ concrete construction.
In precast concrete construction, details at the joint become very critical and needs careful attention.
Elements are not to be designed for any such loads or stress.
The elements have to be designed for handling stress or loads during handling, which may or may not increase steel.
2
Construction Technology 2
Precast concrete does not offer a monolithic architectural character.
SEMINAR TASK 4
In situ concrete offers a monolithic architectural character.
Construction Technology 2
Fig 33. Arboretum Visitor Centre. By Author
SEMINAR TASK 5
FOUNDATIONS
Construction Technology 2
SEMINAR TASK 5
TASK 1 For this seminar you will develop a foundation edge section detail for your Arboretum Visitor Centre. Your detail must indicate a structural frame of your choice. Assume the Arboretum has good ground bearing capacity. This needs to be developed at 1:10 scale on an A3 size sheet. Consideration should be given to the principles described in the lecture. As well as structural aspects, the external wall and ground floor construction should be shown. For this exercise use construction techniques you are familiar with from CT1. Important issues such as buildability, waterproofing (from moisture in the ground) and continuity of insulation should be considered.
Construction Technology 2
Fig 34. Founadation to external wall detail @ 1:10. By author
Fig 35. Arboretum park Visitor Centre. By author
Fig 36. Glulam column to floor detail @ 1:5. By author
Construction Technology 2
For this seminar you will develop a foundation edge section detail for your Arboretum Visitor Centre. Your detail must indicate a structural frame of your choice. Assume the Arboretum has good ground bearing capacity. This needs to be developed at 1:10 scale on an A3 size sheet. Consideration should be given to the principles described in the lecture. As well as structural aspects, the external wall and ground floor construction should be shown. For this exercise use construction techniques you are familiar with from CT1. Important issues such as buildability, waterproofing (from moisture in the ground) and continuity of insulation should be considered.
SEMINAR TASK 5
TASK 1
Fig 37. External walls
Construction Technology 2
SEMINAR TASK 7
EXTERNAL WALLS 1
Construction Technology 2
SEMINAR TASK 7
TASK 1 Add the following wall constructions to the 1:10 section details on the provided A3 sheet Foundation Section Detail • 95mm StoTherm Mineral K rendered insulation (adhesive fix) on • 12mm Versapanel Cement Particle Board on • 142mm Metsec SFS infill framing • Metsec channels filled with 140mm Rockwool Flexi • 2 x 15mm Wallboard internally on Dupont Airguard vapour control layer First Floor Section Detail • 12mm Marley Equitone rainscreen cladding glued to metal framing system (rainscreen panels to run vertically) • 20mm min cavity • 125mm Rockwool Rainscreen Duo Slab on • 12mm Versapanel Cement Particle Board on • 142mm Metsec SFS infill framing • Metsec channels filled with 140mm Rockwool Flexi • 1 x 12.5mm Fireline + 1 x 12.5mm Wallboard internally on Dupont Airguard vapour control layer TASK 2 Draw a 1:5 plan detail through an external wall showing the specification Plan Detail • 25mm thk vertical Western Red Cedar cladding on • 25 x 50mm horizontal battens at 600mm max ces max on • 25 x 50mm vertical battens at 600mm max ces max on • Tyvek UV Façade breather membrane • 18mm structural OSB • 140 x 50mm timber infill framing • Timber filled with 140mm Rockwool Flexi • 2 x 15mm Fireline on Dupont Airguard vapour control layer
• • • • •
95mm StoTherm Mineral K rendered insulation (adhesive fix) on 12mm Versapanel Cement Particle Board on 142mm Metsec SFS infill framing Metsec channels filled with 140mm Rockwool Flexi 2 x 15mm Wallboard internally on Dupont Airguard vapour control layer
A 95 12
142
15 15
2 x 15mm Wallboard internally on Dupont Airguard control layer
95mm StoTherm Mineral K rendered insulation (adhesive fix) on
12mm Versapanel Cement Particle Board on
Steel column to SE design 25mm thick insulation upstand to external walls. min r value of 0.75m²k/w
Metsec channels filled with 140mm Rockwool Flexi
75mm concrete screed 150mm concrete slab to SE details 500g separating layer 100mm floor insulation to achieve 0.22 W/m²K finished floor level
Engineering brickwork finished ground level
150
Construction Technology 2
TASK 1
Full fill insulation to achieve 0.26 W/m²K Concrete blockwork below ground, as shown on relevant structural engineers details.
1200 gauge polythene DPM 50mm (average) sand blinding
weak mix concrete fill to cavity
Clean hardcore compacted in separate 150mm layers 100
100
100 Ring beam size and depth to engineers specification.
Pad foundation size and depth to engineers specification.
Fig 38. Founadation section detail @ 1:10. By author
FOUNDATION DETAIL scale 1:10
12mm Marley Equitone rainscreen cladding glued to metal framing system (rainscreen panels to run vertically) 20mm min cavity 125mm Rockwool Rainscreen Duo Slab on 12mm Versapanel Cement Particle Board on 142mm Metsec SFS infill framing Metsec channels filled with 140mm Rockwool Flexi 1 x 12.5mm Fireline + 1 x 12.5mm Wallboard internally on Dupont Airguard vapour control layer
A 12 20
125
12
142 12.5 12.5
Metal Rainscreen Bracket and Angle System including Thermal Break Pad
Dupont Airguard control layer
design
on upstand to external walls. m²k/w
eed
75mm sand/cement screed reinforced with lightweight mesh to engineers details
ab to SE details
er
Precast concrete slabs
on to achieve 0.22 W/m²K
150
75
finished floor level
UB to SE details
ne DPM nd blinding
UB to SE details
mpacted in yers
UC to SE details
Pad foundation size and depth to engineers specification.
Suspended ceiling
Fig 39. First floor section detail @ 1:10. By author
FIRST FLOOR DETAIL scale 1:10
Construction Technology 2
• • • • • • •
SEMINAR TASK 7
TASK 1
25mm thk vertical Western Red Cedar cladding on 25 x 50mm horizontal battens at 600mm max ces max on 25 x 50mm vertical battens at 600mm max ces max on Tyvek UV Façade breather membrane 18mm structural OSB 140 x 50mm timber infill framing Timber filled with 140mm Rockwool Flexi 2 x 15mm Fireline on Dupont Airguard vapour control layer
50
• • • • • • • •
Timber filled with 140mm Rockwool Flexi
Vapour Control layer 25mm thk vertical Western Red Cedar cladding on 2 x 15mm Fireline on Dupont Airguard vapour control layer 140 x 50mm timber infill framing
Tyvek UV Facade breather membrane
50
Construction Technology 2
TASK 2
25 x 50mm horizontalbattens at 600mm max ces max on 25 x 50mm vertical battens at 600mm max ces max on 15 15
140
18252525
PLAN DETAIL scale 1:5
Fig 40. Plan view detail @ 1:5. By author
SFS - Infill Walling Metsec SFS forms a secondary structure which is fixed between the primary super structure. It is generally positioned at the slab edge allowing insulation and external finishes to be installed continuously outside the main structural frame.
Fig 41. SFS - infill walling
SFS - Continuous Walling This system is fitted outside the primary structural frame. Support is required for the system’s base track. Studs are then built multiple storeys tall. These are restrained using cleats with slotted connections at each slab level. Each lift of studs is capped with a track which provides support for the next base track and lift of studs over.
Fig 42. SFS - continuous walling.
Construction Technology 2
Steel Framing System is a fast structural system designated for the construction of panel and continuous walls, low-rise individually standing buildings and high separating walls. Steel Framing System has all the advantages of cold-rolled sections such as extreme versatility, easy execution, high speed of construction and low weight of the final frame. It is an ideal bearing system for low-rise buildings and where construction speed is emphasized. Precisely designed light components make the manipulation at the construction site easier and reduce the waste of building materials. Individual components are delivered to the site and assembled on site. The components can be custom-made according to the production documents or supplied in standard lengths and cut on site.
SEMINAR TASK 7
Waht is a SFS (Steel Framing System )?
Fig 43. Green wall
Construction Technology 2
SEMINAR TASK 8
EXTERNAL WALLS 2
Construction Technology 2
SEMINAR TASK 8
TASK 1 Draw an intermediate floor detail using the following components: Structural Concrete Frame • 300mm circular concrete columns • 250mm structural concrete floor slab (no down stand beams). Floor to project 300mm past the outside face of the column • Slab fixings to be shown indicatively External Wall – Concrete Sandwich Panel • 100mm thk internal concrete leaf, 100mm PIR insulation, 80mm concrete external leaf Finishes • External – Green wall • Internal –Independent wall lining (stud size to suit 3400mm soffit height ((refer to British Gypsum Whitebook)), 1 x 12.5mm plasterboard
• 300mm circular concrete columns • 250mm structural concrete floor slab (no down stand beams). Floor to project 300mm past the outside face of the column • Slab fixings to be shown indicatively External Wall – Concrete Sandwich Panel • 100mm thk internal concrete leaf, 100mm PIR insulation, 80mm concrete external leaf Finishes • External – Green wall • Internal –Independent wall lining (stud size to suit 3400mm soffit height ((refer to British Gypsum Whitebook)), 1 x 12.5mm plasterboard
A plasterboard
independent wall lining
cast in place anchor
100mm thk internal concrete leaf
250mm structural concrete floor slab (floor to project 300mm past the outside face of the bottom)
100mm PIR insulation 80mm concrete external leaf 350
Construction Technology 2
TASK 1
green wall
300
150
80
100
100
80
146
12
EXTERNAL WALLS 2 Fig scale 44. External 1:5 wall detail @ 1:15. By author
300
Green walls provide an attractive design feature, but also add to building insulation by direct shading of the wall surface. They create cooler microclimates and improve local air quality, and provide the possibility of growing plants in locations that would not normally support vegetation. A wide range of plants is used on green walls, usually herbaceous, though some small shrubs can also be suitable. The provision of adequate light is an important consideration, particularly when planning an interior green wall, where artificial lighting may be necessary. Many different proprietary green wall systems are available. Some are hydroponic and others use a growing substrate. Green wall structures vary from modular systems to sheet or board-based structures with felt pockets to contain and support plant life. All green walls require irrigation, often inclusive of fertiliser (fertigation). Fertigation solution can be re-used, but requires careful monitoring and management to ensure nutrients do not build up over multiple recirculation to damaging levels. A well-designed green wall system will fulfil both design and functional aims by providing growing conditions suitable for the selected species, have a long lifespan, require minimal component replacement and have achievable demands for maintenance.
Fig 45. Green wall
Construction Technology 2
A green wall is comprised of plants grown in supported vertical systems that are generally attached to an internal or external wall, although in some cases can be freestanding. Like many green roofs, green walls incorporate vegetation, growing medium, irrigation and drainage into a single system. Green walls differ from green facades in that they incorporate multiple ‘containerised’ plantings to create the vegetation cover rather than being reliant on fewer numbers of plants that climb and spread to provide cover. They are also known as ‘living walls’, ‘bio-walls’ or ‘vertical gardens’.
SEMINAR TASK 8
GREEN WALL DEFINITION
Fig 46. Green roof
Construction Technology 2
SEMINAR TASK 9
ROOFS DETAIL
Construction Technology 2
SEMINAR TASK 9
TASK 1 Add the following roof components and annotations to the 1:10 section details on the provided A3 sheet Pitched Roof Steel Frame Parapet Detail Roof Construction • 150mm Kingspan KS1000 LP (to achieve 0.18W/m²K) on • 210mm Metsec Purlins Gutter construction to be 50mm insulation finished with single ply membrane Parapet to have an aluminum flashing on 25mm insulation Give consideration to the continuation of the thermal line Flat Roof Glulam Frame Roof construction to be a warm roof with a single ply membrane on tapered insulation on a vapor control layer Parapet to have an aluminum flashing – important to maintain 25mm ventilation gap Indicate a handrail TASK 2 Draw a 1:5 Section detail through an intensive (sedum) green roof construction on a 250mm thick concrete in-situ roof. Detail to be clearly annotated
Construction Technology 2
TASK 1 Roof Construction • 150mm Kingspan KS1000 LP (to achieve 0.18W/m²K) on • 210mm Metsec Purlins Gutter construction to be 50mm insulation finished with single ply membrane Parapet to have an aluminum flashing on 25mm insulation Give consideration to the continuation of the thermal line Flat Roof Glulam Frame Roof construction to be a warm roof with a single ply membrane on tapered insulation on a vapor control layer Parapet to have an aluminum flashing – important to maintain 25mm ventilation gap Indicate a handrail
A Aluminum flashing PFC to SE design
25mm Insulation
Single ply membrane Parapet post to SE design
Kingspan KS1000 LP (to achieve 0.18W/m2K) on
60mm Optimo insulated composite panel to achieve 0.26W/m²K Cladding rail to SE design
210mm Metsec Purlins
Eaves beam to SE details
Rafter to SE details UC to SE details
ROOF DETAIL 1 scale 1:10
Fig 47. Roof detail 1 @ 1:10. By author
25mm ventilation gap Aluminum flashing Single ply membrane Tapered insulation Vapor control layer
CLT roof panel to specialist details 19 x 144mm T&G cedar boarding 25 x 50mm treated s.w. vertical batten (25mm ventilation gap) Tyvek UV Facade breather membrane 147mm thk SIPS panel Glulam beam to SE details Glulam column to SE details Dupont Airguard vapour control layer
25 x 50mm treated s.w. vertical batten (25mm service void) 2 x 12.5mm wallboard
Fig 48.DETAIL Roof detail 2 @ 1:10.2 By author ROOF scale 1:10
Plant level Gravel
Drainage layer Moisture retention layer Thermal insulation Vapour barrier
250mm thk concrete in-situ roof
INTENSIVE (sedum) ROOF Fig 49. Intensive green roofGREEN detail @ 1:5. By author scale 1:5
SEMINAR TASK 9
Construction Technology 2
A
Fig 50. Aluminum window
Construction Technology 2
SEMINAR TASK 10
GLAZING
Construction Technology 2
SEMINAR TASK 10
TASK 1 Produce aluminium window head, cill and jamb details within the below wall construction: • Gebrick brick slip system on SFS system • 12mm Versapanel Cement Particle Board on • 142mm Metsec SFS infill framing • Metsec channels filled with 140mm Rockwool Flexi • 1 x 12.5mm Fireline + 1 x 12.5mm Wallboard internally on DuPont Airguard vapour control layer Typical window, door, curtain walling sections and rainscreen brackets in an AutoCAD format have been uploaded onto NOW. - Scale print outs of the sections will be available in the seminar if hand drawing Key aspects are: Positioning of the frame within the reveal Fixing of the window frame back to the main building structure Sealing of the framing against the surrounding cladding Airtightness Insulation continuity
Construction Technology 2
TASK 1 Produce aluminium window head, cill and jamb details within the below wall construction: • Gebrick brick slip system on SFS system • 12mm Versapanel Cement Particle Board on • 142mm Metsec SFS infill framing • Metsec channels filled with 140mm Rockwool Flexi • 1 x 12.5mm Fireline + 1 x 12.5mm Wallboard internally on DuPont Airguard vapour control layer Typical window, door, curtain walling sections and rainscreen brackets in an AutoCAD format have been uploaded onto NOW. - Scale print outs of the sections will be available in the seminar if hand drawing Key aspects are: Positioning of the frame within the reveal Fixing of the window frame back to the main building structure Sealing of the framing against the surrounding cladding Airtightness Insulation continuity
Aluminum window
142mm Metsec SFS infill framing Metsec channels filled with 140mm Rockwool Flexi
17mm Gebrick brick slip system on
12mm Versapanel cement particle board on
43mm rigid polyurethane foam
1 x 12.5mm Fireline + 1 x 12.5mm Wallboard internally on Dupoint Airguard vapour control layer
Rainscreen brackets
120mm rainscreen board
Fig 51. Window cill deatil @ 1:2. By author
Rainscreen brackets
120mm rainscreen board
Metsec channels filled with 140mm Rockwool Flexi 12mm Versapanel cement particle board on
1 x 12.5mm Fireline + 1 x 12.5mm Wallboard internally on Dupoint Airguard vapour control layer 142mm Metsec SFS infill framing
Aluminum window
Fig 52. Window head deatil @ 1:2. By author
Fig 53. Window jamb deatil @ 1:2. By author
Construction Technology 2
43mm rigid polyurethane foam
SEMINAR TASK 10
17mm Gebrick brick slip system on
Fig 54. Stairs
Construction Technology 2
SEMINAR TASK 11
STAIRS
Construction Technology 2
SEMINAR TASK 11
TASK 1 You will be given stair plan drawings for a steel-framed, insitu concrete / metal deck upper floored public building. They show the layout for a precast concrete ‘dogleg’ staircase with 2 flights and a half landing. The floor-to-floor height is 3600mm. Dimensions are shown to the steel frame grid, the external and internal walls and to the stair itself. Draw 1:20 scale cross sections through the staircase as guided by the section lines AA, BB & CC on the plans. In carrying out these sections, you will: Draw the stair profile – risers, goings, stair thickness as specified on the plans Consider the stair support details at ground floor level, half landing & first floor landing levels (including the steel supports) Show the internal / external wall junctions with the stair, the gridlines & handrails / balustrading Add titles, specification notes & dimensions to your section drawings.
Construction Technology 2
TASK 1 Draw 1:20 scale cross sections through the staircase as guided by the section lines AA, BB & CC on the plans. In carrying out these sections, you will: Draw the stair profile – risers, goings, stair thickness as specified on the plans Consider the stair support details at ground floor level, half landing & first floor landing levels (including the steel supports) Show the internal / external wall junctions with the stair, the gridlines & handrails / balustrading Add titles, specification notes & dimensions to your section drawings.
Fig 55. Ground floor plan @ non scale
Fig 56. First floor plan @ non scale.
Construction Technology 2
1
2 5400
2
2x 23 2x 15
2x 15
2x 23
U C 15
16
17
18
19
20
21
22
23
24
12
11
10
9
8
7
6
5
4
3
2
1
1
U C 15
15
1250
14
A101
850
3600
13
SEMINAR TASK 11
3
75
1
1
2x 23
UP
1325
300
U C 15
2x 15
A100
2x 23
4
U C 15
2x 15
24 23 2
22 21
2
UC203x203x31
20 19
Rev
A101
Level 0
Description
Date
1 : 25
18 17
1
1100
16
2
15
5400
14 13
3600
12
151
11
3
10 09
1904
08
UB254x146x31 1800
DN
06 05 13
04
14
15
16
17
18
19
20
21
22
23
CODE
SUITABILITY DESCRIPTION
STATUS
PURPOSE OF ISSUE
1250
07
12 R @ 150
24
03
12
9
8
7
6
5
4
3
2
1
Construction Technology
TITLE
Seminar 11
4
1 : 20
CLIENT
Owner
DRAWN BY
3
Beomjun Kim SCALE (@ A1) As indicated
Level 1
CHECKED BY
Checker
DATE
28/02/2019
PROJECT NUMBER
Project Number
DRAWING NUMBER
1 : 25
REV
A100
28/02/2019 18:49:32
Section 2
10
PROJECT
Fig 57. By author
1
3
2
4 3600
21
20
UC203x203x31
19
UC203x203x31
18
20 19
UB356x171x45
18 17
17
16
16
15
15
14
14
13 3600
13 151
Date
22
22
1100
Description
23
21
UB254x146x31
Rev
24
24 23
CODE
SUITABILITY DESCRIPTION
STATUS
PURPOSE OF ISSUE
1800
PROJECT
Construction Technology
TITLE
Seminar 11 1
Section 1 1 : 20
2
Section 3 1 : 20
CLIENT
DRAWN BY
Beomjun Kim SCALE (@ A1) 1 : 20
Owner CHECKED BY
Checker
DRAWING NUMBER
A101
DATE
02/28/19
PROJECT NUMBER
Project Number
REV
28/02/2019 18:49:54
1
11
1325
850
01
150
33.1 1°
02
3600
230
Fig 58. By author
Construction Technology 2
Fig 59. Suspended ceiling
SEMINAR TASK 12
INTERNAL WORKS
Construction Technology 2
SEMINAR TASK 12
TASK 1 You are to provide internal wall details for an office building with the following assumptions: The overall building construction is an insitu concrete frame with 250mm thick flat insitu concrete floors. There is a lightweight grid supported suspended ceiling (300mm zone) and a raised access floor zone (150mm deep). The proposed internal wall must have 1 hour fire resistance and a minimum acoustic performance (Rw) of 40dB, also allowing 25mm of vertical deflection in the structure. Assume that the partitions are to be formed from lightweight metal framing and plasterboard lined. It is recommended that you carry out research of plasterboard partition suppliers (such as British Gypsum & their ‘White Book’) in order to obtain the required specification. Once you have finalized the brief and basic wall design, develop 1:5 / 1:10 scale junction details for where the wall meets the floors below and above (in cross section). The final details can be developed as hand drawings or in AutoCAD / Revit with clear dimensions and specification notes / annotations of all elements. Include initial sketch drawings in your submission.
Construction Technology 2
TASK 1 The overall building construction is an insitu concrete frame with 250mm thick flat insitu concrete floors. There is a lightweight grid supported suspended ceiling (300mm zone) and a raised access floor zone (150mm deep). The proposed internal wall must have 1 hour fire resistance and a minimum acoustic performance (Rw) of 40dB, also allowing 25mm of vertical deflection in the structure. Assume that the partitions are to be formed from lightweight metal framing and plasterboard lined.
Fig 60. Internal partition and suspended ceiling detail @ 1:5. By author
Fig 61. Internal partition and raised access floor detail @ 1:5. By author
Due to the inherent thermal properties of glass mineral wool in our ceiling tiles, the suspended ceiling can also contribute to energy saving by improving thermal efficiency, although this is dependent on the quality of the ceiling installation and therefore cannot be consistently predicted.
A suspended ceiling in an aesthetic way A suspended ceiling is used in a various way in Architecture industry. The most common ways include an aethetic ceiling and acoustic ceiling. The figures show a modular standard ceiling systems by Arktura, which is called Switch 48. Switch 48 is a carefully composed collection of aluminum rods held in three-dimensional space. The preconfigured modules create a fine-grained, multidimensional layer of pattern and color and can be easily suspended at different heights and in many configurations using Arktura’s quick connect system. To install the ceiling system, a step-by-step kit of parts approach is adopted with easy-to-follow instructions cutting cost and installation time.
Fig 62. Switch 48 modular ceiling system
A suspended ceiling in an acoustic way Arktura architectural ceilings use Soft Sound, a felted material made from recycled plastic, to create customizable acoustical drop ceiling systems based on a grid-layout configuration. The pre-configured modules ship flat-packed. The acoustic ceilings come in a wide range of colors and finishes, including wood-grain textures. SoundAngle ceiling system employs V-shaped baffles to create-a scalable way to add dimensionality and decrease acoustical reverberations across spaces. Arktura materials have a high proportion of recycled content and can be recycled. SoftSound is an acoustical material made up of 100% PET plastic with up to 60% recycled content.
Fig 63. Sound angle acoustic ceiling.
Construction Technology 2
A Suspended ceiling in some cases known as ‘drop ceiling’ is hung from the main structural ceiling and can be demountable, allowing access to the service above. A suspended ceiling is often used to conceal mechanical and electrical services within the ceiling void and allows you to easily integrate light within the ceiling. Using a suspended ceiling with acoustic absorbing properties reduces the reverberation time, improving the comfort of those using the room.
SEMINAR TASK 12
What is a suspended ceiling ?
Fig 64. NTU green strategy
SEMINAR TASK 13
EXTERNAL WORKS
Construction Technology 2
SEMINAR TASK 13
TASK 1 A short paragraph outlining what you like about the landscaping with a photograph and a short paragraph outlining what you do not like including a photograph. Do this for FOUR (minimum) of the sites. Feel free to include any other NTU landscaped areas on the city campus that we didn’t visit.
Construction Technology 2
TASK 1 A short paragraph outlining what you like about the landscaping with a photograph and a short paragraph outlining what you do not like including a photograph. Do this for FOUR (minimum) of the sites. Feel free to include any other NTU landscaped areas on the city campus that we didn’t visit.
5 1 2
3
4
KEY MAP
POSTIVIE ASPECT : Campus buildings meet the green space well and well-matched. NEGATIVE ASPECT : The dense grasses can obstruct the view of the first floor.
Fig 65. Rear of NTSU. By author
LOCATION : Roof garden in Boots Libarary
2
POSTIVIE ASPECT : It ia a really good place to get some fresh air easily for students who are tired of loads of works. NEGATIVE ASPECT : It is relatively small to accommodate all students compared to the size of the library.
Fig 66. Boots library roof garden. By author
LOCATION : The way to DICE building from Chaucer Street
3
POSTIVIE ASPECT : Great shortcut and link with a lot of plantings. NEGATIVE ASPECT : Grass looking unmanaged.
Fig 67. Next to DICE. By author
LOCATION : Rear of Chaucer building
4
POSTIVIE ASPECT : The site is really accessible for all, interactive and multi-functional. Also, thanks to good condition of grass, it gives warm and peaceful vibes to students using Chaucer building. NEGATIVE ASPECT : The grass does not match well with the old stairs. Fig 68. Rear of Chaucer building. By author
LOCATION : Next to Bonnington Gallery
5
POSTIVIE ASPECT : The site is so open that it looks good for making an appointment, and at the same time as water flows in the middle, it looks good for relaxing with a beautiful curved design.
Fig 69. Next to Bonnington. By author
NEGATIVE ASPECT : The site was originally designed as a quiet place for studying according to NTU’s ‘Greening the city’, but it is always noisy because of the street in front of it.
Construction Technology 2
1
SEMINAR TASK 13
LOCATION : Rear of Nottingham Trent Student Union
Fig 70. Portal frame
Construction Technology 2
PORTAL FRAME
PORTAL FRAME
TASK 1 Produce the following drawings in AutoCAD: a) Setting out plan b) Roof plan c) Elevations d) Section e) Eaves detail f) Apex detail g) Pad foundation / column detail h) Roller shutter door head, jamb and cill detail i) Door head, jamb and cill detail
Construction Technology 2
2
1 1000
A
6000
18000
B
C
Project:
SEMINAR 06: PORTAL FRAME
Project:
Property:
D
Title:
Setting Out Plan
3000
1000
12000
Scale for A3 Drawing:
1:100
FLOOR PLAN 1:100
Drawn
CW
Ch’kd Auth
Date Time
CW
01/03/19 14:00
Traced
Drawing
Rev.
A101
3
Fig 71. Floor plan. By author
2
1 6000
A
18000
B
C
Project:
SEMINAR 06: PORTAL FRAME
Property:
D
Project:
Title:
Roof Plan
12000 Scale for A3 Drawing:
ROOF PLAN 1:100
1:100
Drawn
Drawing
CW
Ch’kd Auth
Date Time
CW
01/03/19 14:00
Traced Rev.
A102
4
Fig 72. Roof plan. By author
Construction Technology 2
1
2100
3000
6000
PORTAL FRAME
2
1000
3000 12000
NORTH ELEVATION
1 10 °
2
6000
Project:
SEMINAR 06: PORTAL FRAME
Project:
Property:
2100
Title:
Elevations
1000
FRONT & REAR ELEVATIONS 1:100
Scale for A3 Drawing:
1:100
SOUTH ELEVATION
Drawn
CW
Ch’kd Auth
Date Time
CW
01/03/19 14:00
Traced
Drawing
Rev.
A103
5
Fig 73. Elevations. By author
C
B
A
C
D
6000
D
18000
EAST ELEVATION
A
B
Project:
SEMINAR 06: PORTAL FRAME
Property:
Project:
Title:
Elevations
WEST ELEVATION Scale for A3 Drawing:
SIDE ELEVATIONS 1:100
1:100
Drawn
Drawing
CW
Ch’kd Auth
Date Time
CW
01/03/19 14:00
Traced Rev.
A104
6
Fig 74. Elevations. By author
Construction Technology 2
2
450
6000
1
500
500
Project:
SEMINAR 06: PORTAL FRAME
500 1000
Project:
Property:
12000
Title:
Section
SECTION 1:50
Scale for A3 Drawing:
Drawn
1:50
Ch’kd Auth
NO/CW
Date Time
CW
01/03/19 14:00
Traced
Drawing
Rev.
A105
Fig 75. Section plan. By author
7
1 Steel Beam Vapour Control Layer Kalzip Standing Seem Sheet
15
150
15
Insulation
Kalzip Standing Seem Sheet Insulation Trapezodial Liner Sheet
Project:
Steel Column
SEMINAR 06: PORTAL FRAME
Property:
Project:
Title:
Eaves Detail
150
EAVES DETAIL 1:5
100
20
200
Scale for A3 Drawing:
1:5
Drawn
Drawing
NO/CW
Ch’kd Auth
Date Time
CW
01/03/19 14:00
Traced Rev.
A106
Fig 76. Eaves detail. By author
8
Construction Technology 2
Kalzip Standing Seem Sheet Insulation
200
45
15
150
15
PORTAL FRAME
Vapour Control Layer Trapezodial Liner Sheet Steel Beam
Project:
SEMINAR 06: PORTAL FRAME
Apex Haunch
Project:
Property: Title:
Apex Detail
Scale for A3 Drawing:
1:5
APEX DETAIL 1:5
Drawn
NO/CW
Ch’kd Auth
Date Time
CW
01/03/19 14:00
Traced
Drawing
Rev.
A107
Fig 77. Apex detail. By author
9
A
finished ground level
200x200 Universal Column
Steel Base Plate Pad foundation size and depth to engineers specification.
Holding-down bolts
Project:
SEMINAR 06: PORTAL FRAME Bar reinforcment (SE Specification)
Property:
Project:
Title:
Pad Foundation / Column Detail
Scale for A3 Drawing:
1:10
Drawn
STEEL COLUMN TO PAD FOUNDATION DETAIL scale 1:10
Drawing
NO
Ch’kd Auth
Date Time
NO
01/03/19 14:00
Traced Rev.
A108
Fig 78. Steel column to pad foundation detail. By author
10
Construction Technology 2
Roller door support
Lintel
Packers
55
Roller door
Roller door channel
Jamb Screw fixing to stud
Lining Flashing
HEAD DETAIL
Additional framing as necessary to support cladding and flashing
Packer Door liner
Roller door
JAMB DETAIL Project:
SEMINAR 06: PORTAL FRAME Roller door Project:
Property:
Roller door sill
Title:
Roller Shutter Door Head, Jamb and Sill Detail
Scale for A3 Drawing:
SILL DETAIL
1:5
Drawn
KB/NO
Ch’kd Auth
Date Time
NO
01/03/19 14:00
Traced
Drawing
Rev.
A110
Fig 79. Sill and Jamb details. By author
11
38
Steel Stud
15
38
35
61 41
49,5
7
Door Leaf
9,5 9
35
DOOR HEAD DETAIL
Door Leaf
3
Sheet Metal Screws Metal Stud
DOOR JAMB DETAIL Project:
SEMINAR 06: PORTAL FRAME
Property:
Project:
Title:
Door Head, Jamb and Sill Detail
GL Scale for A3 Drawing:
Steel Sill
1:2
Drawn
DOOR SILL DETAIL
Drawing
KB/NO
Ch’kd Auth
Date Time
NO
01/03/19 14:00
Traced Rev.
A111
Fig 80. Door details. By author
12
Construction Technology 2
PORTAL FRAME CLAD / FRAME PERSPECTIVE RENDER 13
Fig 81. Render. By author
Construction Technology 2
REFERENCE Fig 1. Pin-jointed frame - artnet News. (2019). Architecture of National Gallery Singapore—artnet News. [online] Available at: https://news.artnet.com/art-world/dramatic-architecture-singapore-national-gallery-372179 [Accessed 4 Apr. 2019]. Fig 2 ~ 10 - By Tutor Fig 11. Steel frame - ArchDaily. (2019). Gallery of WEBNET Stainless Steel Frames - 3. [online] Available at: https://www. archdaily.com/catalog/us/products/12672/webnet-stainless-steel-frames-jakob/119479 [Accessed 4 Apr. 2019]. Fig 12. Provided plan - By Tutor Fig 13. Proposed plan - By Author Fig 13. U.B - Google.co.uk. (2019). Universal beam - Google Search. [online] Available at: https://www.google.co.uk/ search?q=Universal+beam&source=lnms&tbm=isch&sa=X&ved=0ahUKEwiRi6P2l7XhAhWdQxUIHbrRBpoQ_AUIDigB&biw=2133&bih=1070#imgrc=vObtf7PCqSVKfM: [Accessed 4 Apr. 2019]. Fig 14. U.C - Google.co.uk. (2019). Universal column - Google Search. [online] Available at: https://www.google. co.uk/search?biw=2133&bih=1070&tbm=isch&sa=1&ei=dVClXMnqCdCR1fAPtrO5wA4&q=Universal+column&oq=Universal+column&gs_l=img.3..0l10.49293.51597..51723...1.0..0.45.417.11......0....1..gws-wiz-img.......0i67.eJUlXyZ8DXc#imgrc=7rUg8xEJ5EU6CM: [Accessed 4 Apr. 2019]. Fig 15. P.F.C - Google.co.uk. (2019). parrel flange channel - Google Search. [online] Available at: https://www.google. co.uk/search?biw=2133&bih=1070&tbm=isch&sa=1&ei=z1ClXPOiNsyh1fAPpoucoAQ&q=parrel+flange+channel&oq=parrel+flange+channel&gs_l=img.3...25368.29053..29224...0.0..0.53.811.21......0....1..gws-wiz-img.......0i67j0j0i10j0i10i30j0i30j0i5i30j0i10i24.CeGQ9Rh2s7U#imgrc=e3h80kOv2ZicnM: [Accessed 4 Apr. 2019]. Fig 16. U.B.P - Google.co.uk. (2019). Universal bearing pile - Google Search. [online] Available at: https://www.google. co.uk/search?biw=2133&bih=1070&tbm=isch&sa=1&ei=7VClXLnEO4CZ1fAPqaeHyA0&q=Universal+bearing+pile&oq=Universal+bearing+pile&gs_l=img.3..0.45367.51087..51212...1.0..0.50.897.23......0....1..gws-wiz-img.......0i67j0i10j0i8i30j0i24j0i30.uHUFMZqmvmY#imgrc=k-16l1HScCbJjM: [Accessed 4 Apr. 2019]. Fig 17. C.H.S - Google.co.uk. (2019). circular hollow section - Google Search. [online] Available at: https://www.google. co.uk/search?biw=2133&bih=1070&tbm=isch&sa=1&ei=IVGlXPHvNMeI1fAP6pGMqAg&q=circular+hollow+section&oq=Cicular+hollow+&gs_l=img.1.0.0i10i24.61222.65760..66416...0.0..0.54.617.15......0....1..gws-wiz-img.......0i67j0j0i10.WuYOr1wYKMQ#imgrc=sGe3EmRgsc7T2M: [Accessed 4 Apr. 2019]. Fig 18. R.H.S - Harris (Steels). (2019). Cold Formed Rectangular Hollow Sections | Harris (Steels) Ltd. [online] Available at: https://www.harrissteels.co.uk/steel-products/cold-formed-rectangular-hollow-sections/ [Accessed 4 Apr. 2019]. Fig 19. S.H.S - Global Sources. (2019). Square hollow section steel pipe. [online] Available at: https://www.globalsources. com/gsol/I/Rectangular-steel/p/sm/1159475021.htm [Accessed 4 Apr. 2019]. Fig 20. L - By tutor Fig 21. E.H.S - www.alibaba.com. (2019). Oval Steel Pipe/elliptical Hollow Section Oval Tubing/ovalsteel Tube - Buy Oval Steel Tube,Oval Tubing,Bright Oval Steel Pipes Product on Alibaba.com. [online] Available at: https://www.alibaba.com/ product-detail/Oval-steel-pipe-elliptical-hollow-section_1963411617.html [Accessed 4 Apr. 2019]. Fig 22. T - 1.5, P. (2019). Tee Section, T Beam, T Bar - Handy Steel Stocks. [online] Handysteel.com.au. Available at: https://handysteel.com.au/miscellaneous-tee-section [Accessed 4 Apr. 2019]. Fig 23. Glulam frame - ArchDaily. (2019). CLT and the Future of Wood: The Timber Revolution Comes to Industrial Architecture. [online] Available at: https://www.archdaily.com/782264/clt-cross-laminated-timber-and-the-future-of-wood-the-timber-revolution-comes-to-industrial-architecture [Accessed 4 Apr. 2019]. Fig 24. In-situ detail. - By author Fig 25. Column base detail - By author Fig 26. Column to beam connection detail - By author Fig 27. Glulam column base - By author Fig 28. Column to beam connection - By author Fig 29. Concrete frame - ArchDaily. (2019). The Renovation of JiJiaDun Village Center / Yzscape. [online] Available at: https://www.archdaily.com/909084/the-renovation-of-jijiadun-village-center-yzscape [Accessed 4 Apr. 2019].
Fig 34 ~ 36 - By author Fig 37. External wall - ArchDaily. (2019). Perforated Panels - Vaishnavi Splendor from Diamond Metal Screens. [online] Available at: https://www.archdaily.com/catalog/us/products/12992/perforated-panels-vaishnavi-splendor-diamond-metal-screens [Accessed 4 Apr. 2019]. Fig 38 ~ 40 - By author Fig 41 ~ 42 - Metsec. (2019). Infill solutions - Metsec. [online] Available at: https://www.metsec.com/products/ steel-framing/sfs-framing/infill-solutions/ [Accessed 4 Apr. 2019]. Fig 43 - ArchDaily. (2019). Green Facades from Jakob. [online] Available at: https://www.archdaily.com/catalog/us/ products/12673/green-facades-jakob [Accessed 4 Apr. 2019]. Fig 44 - By author Fig 45 - Livingroofs. (2019). Green and living walls – planting the walls of buildings with vegetation. [online] Available at: https://livingroofs.org/green-walls/ [Accessed 4 Apr. 2019]. Fig 46. Green roof - Team, N. and Team, N. (2019). Is this the largest green roof? - UK NAEE. [online] UK NAEE. Available at: http://naee.org.uk/is-this-the-largest-green-roof/ [Accessed 4 Apr. 2019]. Fig 47 ~ 49 - By author Fig 50. Aluminum window - By tutor Fig 51 ~ 53 - By author Fig 54 - ArchDaily. (2019). Interna RailŽ VUE Aluminum Railing from Hollaender. [online] Available at: https://www. archdaily.com/catalog/us/products/14237/interna-rail-vue-hollaender [Accessed 4 Apr. 2019]. Fig 55 ~ 56 - By tutor Fig 57 ~ 58 - By author Fig 59. Suspended ceiling - ArchDaily. (2019). Switch 48 Modular Ceilings from Arktura. [online] Available at: https:// www.archdaily.com/catalog/us/products/14706/switch-48-modular-ceilings-arktura [Accessed 4 Apr. 2019]. Fig 60 ~ 61 - By author Fig 62 - ArchDaily. (2019). Switch 48 Modular Ceilings from Arktura. [online] Available at: https://www.archdaily.com/ catalog/us/products/14706/switch-48-modular-ceilings-arktura [Accessed 4 Apr. 2019]. Fig 63 - ArchDaily. (2019). SoundAngle Acoustic Ceilings from Arktura. [online] Available at: https://www.archdaily. com/catalog/us/products/14709/soundangle-acoustic-ceilings-arktura [Accessed 4 Apr. 2019]. Fig 64 - By tutor Fig 65 ~ 69 - By author Fig 70 ~ 81 - By author
Construction Technology 2
Fig 33. Arboretum Visitor Centre - By author
REFERENCE
Fig 30 ~ 32 - By author