Technologies - 1:5 Detail Design

Page 1

TECHNOLOGIES POSITION

ARCHITECTURAL DESIGN POSITION + TECHNICAL DETAIL STUDY PURPOSE

In the technical detail study an architectural bay showcasing the structure build up, facade elements and roof construction, will be analysed. In order to find the most effective design of the facade, several iterations will explore different materiality, size and properties of cladding and its impact on the environment, sustainable performance and interior quality.

Through throrough consideration of structural integrity; the processes, materials and tools required to build and maintain the building, the environmental impact of the structure can be vastly reduced. Furthermore, incorporating sustainable, low-carbon materials, sourced from the local producers can contribute to improved circular economy in the area. The technological innovations are also crucial, as they allow to develop highly effective solutions to minimise carbon footprint through application of passive energy strategies; such as sustainable envelopes which prevent from heat gains and glare, provide shading inside the structure resulting in lower energy demand for lighting and cooling and optimal conditions for users.

TECHNOLOGIES RESPONSE

CLIMATE CHANGE

The building responds to the climate change on multiple levels; through materiality, construction, lifecycle consideration and energetic self-sufficiency achieved through passive energy strategies.

1.Timber was chosen to be the main structural material, due to its minimized carbon footprint and environmental impact. Other chosen materials such as copper or steel are highly resilient and possible to recycle.

2. In order to reduce the emissions caused by sourcing and transport, CLT walls and glulam columns from local manufacturers would be used. This would ensure sustainable sourcing and positively impact local economy.

5. Overhangs and facade panels can improve interior quality; the glare may be reduced and privacy level can be defined.

different level of privacy can also improve possible reuse/ repurposing building in future.

BUILDING AND LIFE SAFETY

In the interior structural, timber elements will be covered in fire-resistant plasterboard, which prevent fire outbreak and spread to other components.

Cladding materials will be analysed in the terms of their fire-resistance properties and weathering performance. Initial idea assumed use of timber cladding, yet using copper and perforated still is likely to be more reasonable and sustainable.

TECHNOLOGIES ARTEFACTS

3. The project prioritises access to natural daylight through wide openings. This way the demand for artificial lighting is lower, thus the structure is more self sufficient.

MATERIALS

CLT PANELS

The loadbearing components would consist of hybrid structure - CLT walls combined with glulam columns.

CLT is considered to be one of the most sustainable materials due to its low carbon footprint and high strengh and loadbearing capacities.

Another benefit of mass timber structure is the psychological impact of material on users. Timber adds to the feeling of calmness and comfort.

COPPER ROOF STRUCTURE

Copper was chosen as a roof cladding due to its high weathering resistance, sustainability (long lifespan and possibility of recycling) and visual consistency with the facade.

Other materials include fiberglass insulation, steel plates and connectors, breathable and damproof mebranes, painted aluminium (external weather protection layer) and interior finishplasterboard + acoustic boards.

The main design issue of presented system is the exposed timber structure, which may contribute to the spread of fire in case of fire. For this reason, several strategies were considered to ensure the safety of users and compliance wih fire regulations.

CONSTRUCTABILITY

Timber structure was chosen due to ist sustainability and fast assembly.

Prefabricated CLT panels can be quickly transported from local manufacturers and assembled on site.

Despite organic layout of project, structural elements are designated by modular grid, which enables faster construction.

To provide thermal comfort in predominarly glazed rooms, translucent cladding would be installed. Roof overhangs were also extended to prevent users’s from glare and structure from heat gains in summer.

Alternatively, fire-retardant coating can be used directly on the timber structure, to reduce the flammability and increase fire resistance.

Fire resistant plasterboard finish Triple glazing reduces

prefabricated walls and columns = faster, more sustainable construction.

the noise from the exterior (adjacent

Suspended facade would consist of ankled panels, indicating the privacy of programme and providing shading for the interior. The material and specific details will be analysed on following page.

TOOLS

The components will require engineered wood products and steel joinery produced specificaly for timber structure and concrete foundation.

users.

PROCESSES

One of the benefits of timber structure is the fast construction. As timber components cannot be exposed to the weather factors for the longer period of time (which is also a drawback of the material) the construction time is much faster.

CONSTRUTION PROCESS

(on site)

1) Sustainable sourcing.

Timber sourced from local woodlands in an ethical and responsible manner.

2. Transport CLT and glulam from local manufacturers reduces the carbon emissions caused by the transportation of material.

Extended overhangs and suspen ded loures should provi de provision from glare, heat gains and weather conditions. Plan context Location of chosen detail study CLT Acoustic wall design sketch Assembly of structure is simplified thanks to the simplified joinery system between walls and floors panels. Engineered wood product Steel screws Steel ankled plate Steel anchor bolt Steel plateexternal fixture Suspended facade joinery prefabricated steel components Drilling machines would be required for structural assembly - montage of CLT panels to concrete foundation with steel joinery. Drills would also be needed for assembly of suspended facade. Temporary scaffolding would be required as well. Excavators and backhoes Trucks and dump trucks Loaders Concrete machines Telehandlers and cranes Excavation of soil. Preparation of concrete and pouring the concrete onto foundation. Transporting building materials and moving components around the site REQUIRED EQUIPMENT Moving heavy elements around the site. Excavators and backhoes used for excavation of soil. Dumptracks are used to transport building material. Foundation is cast using concrete machines. Prefabricated elements are transported and unloaded on site. Telehandlers and cranes are used thorough the entire constrution process: to move heavier CLT panels, glazed panels and facade components on upper floors.

1. Excavation of soil. 2. Concrete foundation cast.
5. Roof
6. Secondary
as -
internal
3. Loadbearing components are mounted to the foundation slab . 7. Facade assembly. 9. Possible redesign of the structure - internal rearrangements.
4. Assembly of floor slabsCLT panels and supporting beams. construction.
structure
sembly;
walls and glazing are fixed.
Studio 3.1 Idea Facade & roof iteration concept
8. Internal linig finishing + cablework installation. The structure assembly will require use of telehandlers or cranes to lift and locate CLT walls and slabs correctly. They may be also required during the assembly of glazing and suspended facade. 6000mm
The majority of the elements are easily accessible in the local market, which enables faster and more sustainable construction.
ACOUSTICS
Acoustic performance of the structure can be improved through provision of triple glazing, plasterboard and timber, acoustic panels. highway).
Consideration of less flammable materials such as copper, aluminium or corten steel Timber acoustic panels mute noise in the interior and provide better conditions for
exterior + facade exterior + facade exterior + facade Modular timber panels and columns - assembly sequence CLT panels joint detail COPPER LOUVRES - FACADE Copper roof plate Timber roof board Air Cavity Breathable membrane Isolation with supporting timber battens 5 ply CLT panel Internal liningplasterboard + acoustic boards Fiberglass insulation CLT Wall Panel Damproof Membrane Painted aluminium cladding Copper louvres on suspended steel structure
Modular,
4. Provision of suspended facade (detail chosen for analysis) can provide shading for southern facade and reduce heat gains, lowering the demand for air conditioning.
6. Consideration of aqustics will create more comfortable space for studying and learning. Provision of adjustable spaces offering
Materials sourced and delivered within the same region will be more environmentally friendly and economically beneficial.

ITERATION CONCEPT 3D MODELLING TESTS ON FACADE PERFORMANCE -INTERIOR QUALITY

CONTEXT - OCCUPATION

The interior impacted by iterations on southern facade is designated for classrooms, study areas and multipurposal rooms (for workshops, meeting etc). Thus the quality of light, temperature and privacy are crucial factors for user’s comfort and wellbeing.

In the initial idea the timber cladding is spread evenly over the elevation with the same distance between each batten. The panels would be connceted through a steel joinery to the horizontal tracks placed on the top and bottom of each level.

Purpose + expected results

Parametric louvres would rotate providing different level of shading and privacy where needed, thus adding more flexibility to design.

Second iteration explores the parametric design in which vertical louvres rotate creating gradual transitions between For the design a grasshopper script was developed to find the most efficient way of adjusting the panels to the sunlight and programme of the project.

Purpose + expected results

Corten steel panels with mesh would rotate resulting in possibility to control the level of privacy and adding a shading in the interior depending on the time of the day.

Third iteration explores the impact on the internal light quality with the corten steel perforated panels. The panels consist of a corten frames fitted with a parametric mesh, which aims to reduce glare and provide subtle sunlight inside. The panels can would also rotate or slide to provide possibility of adjustment in each area.

FIXED PANELS

mechanised system with rotating louvres would require more complex structure to provide space for controll mechanisms.

I. DAYLIGHT QUALITY

In the initial facade concept sunlight is spread evenly in the interior. The regular positioning of louvres provides sufficient daylight for effective and comfortable conditions, yet it is not very flexible (the exact same layout over the entire facade).

II. GLARE

Thanks to the suspended structure and small distances between each panel, interior is shaded and the glare effect is reduced. However, due to the southern exposure, in such facade layout blinds or additional sunscreens would be needed.

III. PRIVACY

The exact panels spread over the elevation provides some privacy, yet it does not offer manual or automatic adjustment for each space.

I. DAYLIGHT QUALITY

In the first iteration rotating louvres can provide sufficient sunlight and shading based on the specific users needs. The angle of rotation may follow sun trajectory and allow maximum sunlight over the day, reducing the demand for artificial lighting.

II. GLARE

Based on the light analysis, second iteration offers shading particular areas when needed, which contributes to more efficient, overal performance. Yet, it results in higher contrast when exposed to the direct sunlight, which is not comfortable to human eye.

III. PRIVACY

In the terms of privacy, kinetic louvres are the most effective, as they allow user to control the level of privacy - offering almost complete visual closure of the space.

I. DAYLIGHT QUALITY

In the third iteration corten steel panels provide diffused light into the interior thatnks to the perforated mesh and ability to partial rotation (due to the average size of such panelling design of fully rotating panel would not be efficient).

II. GLARE

The perforated mesh provide prevenyion from glare and delicate shading in the interior over the day. However, in noon hours, glare may occure in the rooms of southern exposure.

III. PRIVACY

Sufficient level of privacy is provided in the rooms, with a possibility of adjustment. Yet the scope of the flexibility is limited due to the panels size and weight (corten steel is much heavier that timber, thus automatic system with kinetic panels would result in higher energy demand).

REFLECTIONS ON BUILDING AND

Corten steel panels

Copper is a fire resistant material, which means that it can stand fire and does not contribute to fire spread. Thus it does not require any additional treatment to meet fire regulations.

Copper is also highly durable material - it can bear very hot and cold temperatures and does not require maintenance, which make it safer and more affordable in longer term.

Ventilation

Another reflection resulted from the consideration of building safety and internal comfort was the possibility of incorporation of openable windows, located at the top of glazed panels. Such solution would improve air circulation and provide natural ventilation inside the structure.

Simirarly corten steel panels are fire resistant, as it withstands heat without any damage. It is also a low maintenance material; it is anti-corosive which reduces the maintenance costs and risk of facade damage. As the material does not get affected by the corrosion it protects the structure from weather conditions and lasts for decades (estimated lifespan of +50 years).

REFLECTIONS
CONSTRUCTABILITY
ON
LIFE SAFETY PROTOTYPING ITERATIVE TESTING + RECORD OF PROCESS II. FACADE PARAMETRIC DESIGN INTERIOR QUALITY I. INITIAL IDEA - TIMBER CLADDING III. CORTEN STEEL PANELS
ANALYSIS
louvres FIXED PANELS KINETIC PANELS ITERATION I ITERATION II ITERATION III First iteration explores regular placement of louvres which are connected vertically. In such arrangement assembly process may be faster, due to the simplier, rythmical positioning of louvres and prefabricated, steel plates - connectors - of the same size. In the terms of performance, however, such layout of facade louvres is slightly limiting and inefficient; louvres are placed in the exact same position on each floor, which does not necessarily follow the designation of programme (some areas require more privacy and shading than others). In the second iteration the louvres are spread irregularly along each floor, creating a subtle gradient where needed. The louvres are thicker (as the facade system relies on rectangular, aluminium tenons screwed into each timber batten. The tenons are then anchored to the horizontal, steel bar suspended from the main structure. The final iteration explores the facade system for the rotating panels, positioned within the same distance. The louvres are profiled (to provide better shading and reduce weight) and placed within every 400 mm. In such mechanism, each louvre can rotate thanks to the rounded rod placed in the centre of each batten. The rod is then fixed to the suspended, horizontal steel bar. Such system ensures the most efficient shading and offers fllexibility - the level of privacy can be easily adjusted to the space. Yet, the system would also increase the demand for energy due to the asutomatisation of mechanism.
MATERIALITY
Copper
Each vertical louvre is fixed individually to the suspended structure using metal plate mounted to horizontal aluminium bar. Louvres are interconnected between the floors to provide better stability of suspended structure. Such system can be achieved through mounting one batten on each other and strendhtening them with metal plates screwed in between. Components needed for facade assembly are affordable and easily accessible. Most of the metal joinery and screwes are in common sizes, which would accellerate and simplify construction process. Some of the elements such as steel connectors holding the structure may require prefabrication. In the second iteration each of the vertical battens is fixed separatedly to offer irregular spred of the panels on the facade. In this system louvres are installed to the horizontal tracks through metal tenons fixed centrally into each batten. For this reason, louvres need to be thicker than in the previous version. In this concept louvres are not connected between the floorshorizontal tracks are mounted on the top and bottom on each floor to achieve stability of structure on every level. Similarly to the first iteration, components are designed in the standarised dimensions, thus they are easy to access and install, which improves facade assembly process. In the third iteration louvres revolve around steel pipes located in the centre of each louvre. The steel connector is mounted to the horizontal track to provide stability of each panel. Louvres are positioned within the same distances which adds to the stability of suspended structure. The size and shape of panels and steel joinery follows the standard dimensions of facade systems. The
3000mm 3000mm 3000mm 400mm
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TECHNICAL DETAIL INTEGRATIVE SYSTEMS + DESIGN CONCLUSIONS

1. 10mm Copper cladding

2. 140mm U-profiled steel gutter

3. Flat bar + ankled bar + steel bolt

4. 40mm x 40mm RHS stainless steel

5. 80mm + 80mm Rigid fiberglass insulation

6. 80mm x 20mm timber battens

7. 10mm Folded copper cladding finish

1. 30mm x 30mm Unistrut Grid System for suspended ceiling (800mm x 800mm)

2. 25mm x 100mm Timber Panels

3. 25mm Aluminium Dowels

4. 90mm x 50mm Lighting fixtures

5. 200mm x 200mm Ventilation Shaft

Openable 150mm window on the top of the glazing for improved ventilation and life safety

1. 220mm x 40mm

Profiled Copper Panels

2. 80 mm x 30 mm

RHS Steel Bar

3. Steel Joinery

Timber acoustic panels contribute to improved sound absorption in the interior.

exterior + facade

TECHNOLOGIES POSITION + DESIGN INSIGHTS REFLECTIONS

1. 15mm Internal Floor Lining

2. 65mm Floor Topping

3. 25mm

4. 15mm CLT Floor Panel

5. 15mm Fireproof Plasterboard

6. 150mm x 150mm

Timber Beam

7. 150mm x 40mm

Timber Batten

8. 100mm x 30mm

Timber Board

9. 15mm Fireproof Plasterboard

Developed detail utilises accessible technological solutions to provide the most efficient performance and interior quality. Initial stage enabled thorough analysis of the material choices and their environmental and economical impact; thus the aspects of construction process, components assembly, necessary tools and equipment were considered and resulted in the several design improvements. The stage of prototyping allowed for a precise analysis of different facade panels iterations and indicated the most efficient choice in the terms of daylight quality, glare protection and provision of privacy. Further tests on constructability of suspended facade resulted in redefinition of facade structure, which is the most effective and suitable for kinetic panels choice. In the next stage fire resistance issues were considered, thus the initial idea of timber cladding was substituted by safer, fire resistant copper panel, which also requires less maintenance. For improved ventilation additional, opening was added. Lastly, The details of facade, suspended ceiling and integrated lighting and ventilation systems were developed, contributing to overall effective and sustainable performance of building. In further design stage possible placement of sprinklers could be considered, the manual or automatic blinds may also be included in envelope design.

STRUCTURE
STRUCTURE
MAIN
ROOF
FACADE ASSEMBLY
LIGHTING + VENTI
WALL BUILD UP FLOOR STRUCTURE ROOF + DRAINAGE SYSTEM 1. 10 mm Painted Aluminium Cladding 2. 15mm + 850mm Fiberglass insulation 3.5mm Damp proof/vapour membrane 4. 150mm CLT Panel 5. 20mm Cavity 6. 15mm Fireproof Plasterboard 7. 20mm Acoustic Timber Panel 8. 50mm x 40mm Aluminium Frame sealed 9. 14mm Triple Glazed Window Panels 10. External Windowsill Aluminium Finish 11. 100mm x 25 mm timber batten 12. Internal Windowsill 13. 40mm x 150mm timber wood support
2. 5mm
3. 25mm
Roof Board 4. 90mm
5. 10mm
ofing Membrane 6. 80mm +
Insulation 7. 10mm Vapour Barrier 8. 160mm x 60mm Timber Battens 9. 150mm CLT Panel 10.15mm Fireproof Plasterboard Lining
CEILING DESIGN
LATION SYSTEMS
1. 10mm Copper Roof Cladding
Bitominous Sheeting
Timber
Air Cavity
Windtight Breathable Ro-
80mm Fiberglass Rigid
3000mm
110mm 200mm 200mm 110mm
Triple glazed panels reduce the noise from adjacent street.
50mm 25mm 50mm
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