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Daniel Febvre_Y4 | Unit 14 | Bartlett School of Architecture

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DANIEL FEBVREYEAR 4

All work produced by Unit 14

Cover design by Charlie Harris

www.bartlett.ucl.ac.uk/architecture

Copyright 2021

The Bartlett School of Architecture, UCL All rights reserved.

No part of this publication may be reproduced or transmitted in any form or by any means, electronic or mechanical, including photocopy, recording or any information storage and retrieval system without permission in writing from the publisher.

@unit14_ucl

daniel.febvre1@gmail.com

BETWEEN CRAFT & CROSSING

SHOREHAM PORT FERRY TERMINAL

Sussex, UK

The project proposes a regional ferry terminal, maritime museum and timber boat construction facility at Shoreham Port, reimagining the harbour as a strategic node within a decentralised South Coast maritime network. Positioned between Portsmouth and Dover, Shoreham ha the potential to support growing passenger, freight and coastal transport services while relieving pressure on larger ports. Responding to ambitions outlined in the Shoreham Harbour Joint Area Action Plan, the scheme explores how smaller ports can play a greater role in future transport infrastructure while reconnecting industrial waterfronts with public use.

The design emerged through research into folded structural systems and timber construction. Studies of precedents, including the United States Air Force Cadet Chapel and Gare de

Mons, alongside industrial sheds and maritime infrastructure, informed the development of a folded architectural language.

The scheme combines ferry operations, boat restoration and culture, showcasing generations of boat usage, within a prefabricated folded CLT structure to create hierarchy, directing movement and enabling large-span spaces through a unified timber system.

SECTION 1

TECTONIC INVESTIGATION

TECTONIC PRECEDENT STUDY

Gare De Mons employs a repetitive rib structure that operates simultaneously as enclosure and loadbearing system. Inclined members distribute forces laterally while establishing a continuous spatial rhythm.

SURFACE ABSTRACTION

The structural language was abstracted into simplified folded surfaces to explore how repetition and inclination could generate spatial enclosure.

STRUCTURAL RHYTHM

This precedent was studied to understand how repetition and structural depth guide circulation while reinforcing spatial continuity.

INITIAL FOLD ITERATIONS

Early fold studies tested how compression, expansion and directional geometries could emerge from minimal surface manipulation.

RIBBED AGGREGATION

Folded rib elements were aggregated to investigate support into inhabitable

AGGREGATION

how repeated structures could transition from linear inhabitable spatial systems.

Intersecting folds were introduced to test how layered differentiated enclosure conditions

FOLD SYSTEMS

layered surfaces could intensify spatial depth and produce conditions at varying scales.

Folded surfaces were embedded within the landscape isolated objects and begin shaping circulation,

INTEGRATION

landscape to test how tectonic systems could extend beyond circulation, terrain and spatial occupation.

SPATIAL CONFIGURATIONS

Variations in folding and aggregation were explored to contrasting spatial and programmatic

CONFIGURATIONS

to test how a single tectonic language could generate programmatic conditions.

CADET CHAPEL - MODULAR STRUCTURE

The Cadet Chapel was analysed for its structural language, where repeated angular planes form both the architectural expression and the primary spatial order. Its vertical ‘folds’ create rhythm and directionality, offering a precedent for translating structural repetition into a more continuous folded surface system.

ARCHITECTURAL MOTIF

The folded verticality of the Cadet Chapel was abstracted into a simplified tectonic motif, translating repetitive structural planes into a continuous folded surface language capable of generating enclosure and directional movement.

FOLDING

KERFING

INTRODUCTION TO STRUCTURAL TIMBER - FOLDING + KERFING

Folding and kerfing were tested as two methods of producing curvature/folds from flat timber elements. Kerfing allows smoother bending, while folding produces sharper structural lines and clear tectonic language

COMBINATION AND DEVELOPMENTAL DECISION

Folded and kerfed timber studies were combined to test how both bending systems could operate within a single structural language. The hybrid assembly explored a relationship between rigid folded plates and continuous curved surfaces before the project ultimately prioritised folded repetition for its structural stiffness and modular consistency.

*Research sources: IBOIS Laboratory for Timber Constructions, EPFL. Images and diagrams used/adpated for research purposes.

PLANAR FOLDING + TIMBER PROTOTYPE - IBOIS

Utilising CLT within further developments, modern technology allows for newer tectonic language involving column free design, more commonly achieved with structural folding. Enabling structural stiffness, folding will allow larger spans. A method to ensure these folded plates can intersect is through using hinges that are sanded or CNC milled for angular accuracy.

*Research sources: IBOIS Laboratory for Timber Constructions, EPFL. Images and diagrams used/adpated for research purposes.

DOUBLE LAYERED CLT- IBOIS

Theatre Vidy-Lausanne informed the development of a layered timber system capable of achieving large span flexibility (approx. up to 24m), exposed structural clarity alongside efficienct prefabricated assemblya contemporary construction method to emphasise wood-wood joinery and folding tectonic language.

Double through tenon joint
Through tenon joint

TIMBER SHELL MATERIALITY

UEONA was studied as a precedent for demonstrating how folded timber systems can be fabricated through repeated modular components and lightweight panel assemblies.

ARTEFACT 1

Repetitive folded bays were developed to test modular shell systems could establish structural rhythm and directional span.

ARTEFACT 2

Folded roof planes were stepped vertically to establish spatial hierarchy and directional movement across the structural canopy.

ARTEFACT 3

A secondary system of angled supports stabilises the folded roof, allowing the central span to remain open and visually lightweight.

ARTEFACT

Asymmetrical folded shells were offset across the structure to destabilise the otherwise repetitive frame condition - gable-like openings mimic coastal and industrial forms and formulate a flush edge condition.

ARTEFACT 5

Hierarchy was introduced by varying the height and scale of repeated folded elements across the structure.

ARTEFACT 6

Inspired by the Cadet Chapel, this repeated shell system was compressed into a concentrated vertical structure to intensify hierarchy and structural focus.

GARE DE MONS STRUCTURAL FOLDING INSPIRATION / UENOA MATERIALITY & FOLDING INSPIRATION

FRAGMENT EXTRACTION

Structural fragments from Artefact 6 were extracted and recombined to test relationships between ribbed aggregation and shell hierarchy based on the dual layering of abstracted plates during initial testing.

MODULAR

DEVELOPMENT 1 - COLUMN STUDY

Folded shell fragments were compressed into vertical support points, beginning to translate the roof language into a column condition, enabling openings and floor sub-structure.

MODULAR DEVELOPMENT 2 - MOTIF GENERATION

Extracted fragments developed from Artefact 6 were recombined as repeatable modules, testing how the same folded language could produce both upright supports and clustered shell formations.

MODULAR DEVELOPMENT 3 - AMALGAMATION

Concentrated column study was combined with the folded surface motif to test how vertical support and shell geometry could operate as a single structural system.

MODULAR DEVELOPMENT 4 - ENCLOSURE

Further motif generation and layered floor plates were inserted between the primary timber frames, producing a stacked assembly that reinforces hierarchy between structure and occupied space.

FRAGMENT REPLICATION

The developed structural fragment was replicated across could organise circulation, enclosure and

REPLICATION

across the site to test how a singular tectonic module and programme at architectural scale.

The replicated structural module reorganised into a radial can generate centralised spaces to strategically place could be used in conjunction with regular modules

VIEWING PLATFORM

radial arrangement to test how repeated folded frames place programme of higher importance or relevance. This modules to create variations of the same tectonic.

Multiple organisations derived from the earlier extracted language can adapt to different spatial conditions

FURTHER DEVELOPMENTS

extracted tectonic module examine how the same folded conditions through changes in span or structural hierarchy.

SECTION 2

CONTEXTUAL RESEARCH

THE FIGHTING

Turner’s The Fighting Temeraire became symbolic of traditional maritime craft by emerging mechanised infrastructure, project

FIGHTING TEMERAIRE

of industrial transition, marking the displacement of infrastructure, ultimately determining the basis of this

brief.

FRAGMENTED PLANNING + INVESTMENT OCTOBER

Positioned centrally within the proposed South Coast operational network, Shoreham Harbour establishes a coordinated regional ferry node capable of reduing infrastructural fragmentation, improving freight distribution and strengthening long-term cross-channel resilience across the southern corridor.

Growth in Maritime Trade with Annual Trajectory (%)

Southern node - most intensive UK ferry corridor

Global Passenger Ferries Market 2023-2033 Trajectory (B£)

CURRENT + PROJECTED FERRY TRANSIT + TRADE

Local Sussex hardwood and Scandinavian timber were identified to establish a material palette informed by existing regional sourcing, Nordic construction traditions and maritime timber craft.

EAST SCOTLAND

WEST SCOTLAND

WALES

NORTH-WEST

NORTH-EAST

SOUTH-EAST

SOUTH-WEST

UK-Wide New Operational Zones

Project Focal Zone

to Bilbao & Santander

Portsmouth

Southampton

Poole

Isle

Shoreham Newhaven

EAST/EAST-MIDLANDS

Cherbourg

Existing Ferry Links

New Operations

Guernsey

Jersey

Roscoff

Caen

Dover

Calais

Le

REGIONAL OPERATIONAL ZONING

Regional operational zoning was introduced to establish a more coordinated maritime network capable of responding to increasing cross-channel pressure, trade dependency and corridor-wide logistical fragmentation. The South-East is the primary focal point of the project due to its prominence in transit and trade with exponential pressures.

Of Wight
Dunkirk
Havre
Dieppe

Disjointed Governance

Poor Disruption Response

PROGRAMME

FERRY TERMINAL - MARITIME HUB

Weak Economic Integration

Inefficient Corridor-Wide Planning

CHALLENGES UNDER FRAGMENTATION

VISION

ESTABLISH A SOUTH COAST MARITIME OPERATIONS HUB, OPERATING THE UK’S MOST INTENSIVE FERRY CORRIDOR

BETWEEN POOLE AND DOVER AND ITS CROSSCHANNEL CONNECTIONS

Centralised Operational Control

Coordinated Management

Greater Transport Efficiency

THE CHANNEL CORRIDOR

OPERATIONAL SYSTEM

System Level Efficiency

BENEFITS UNDER OPERATIONAL AUTHORITY

UK - NATIONAL MARITIME AUTHORITY

SOUTH EAST - SHOREHAM HUB

POOLE - DOVER & CONNECTIONS

OPERATIONAL BENEFTIS

Centralised operational management improves corridor-wide coordination, transport efficiency and economic integration across the South Coast maritime network.

UPSKILLING THE TRADITIONAL + DEINDUSTRIALISED

Through apprenticeship-led maritime construction, timber fabrication and heritage preservation programmes, the proposal reintroduces skilled employment, education and commercial value while supporting a sustainable future within the maritime industry and reducing road congestion.

THE ORIGINAL THE INDUSTRIAL REPLACEMENTS THE ORIGINAL DISCOVERED

PORTSMOUTH, HAMPSHIREHMS VICTORY + MARY ROSE

SHOREHAM, WEST SUSSEX - OPERATIONAL NODE

DEAL, KENTHMS NORTHUMBERLAND WRECKAGE

CONTINUITY THROUGH INDUSTRIAL TRANSITION

Currently identified as being at heritage risk, the Northumberland Ship will be integrated within a museum aspect of the programme to preserve a physical fragment of Britain’s maritime progressing history within an increasingly industrialised ferry corridor and 4th iteration of ship lineage, reinforcing the project’s broader ambition to embed cultural continuity.

SHOREHAM PORT HARBOUR

INTRODUCTION TO SITE

Positioned along the South Coast corridor, Shoreham Harbour operates as a threshold between industrial maritime infrastructure and public coastal condition.

SITE CONTEXT - REINTEGRATION

Existing site conditions reveal increasing fragmentation between operational harbour infrastructure, recreational waterfront activity and public coastal access across the wider harbour edge.

Parameters - Site Geology

The site is classified as Made Ground (undivided), Holocene, indicating that the natural ground has been significantly modified through land reclamation and port-related activity. A high groundwater table is likely.

Parameters - Saltwater Impact

Salt water and marine moisture accelerate corrosion of metals and other facade materiality. Sea levels are rising (~4-8mm each year), increasing the risks of storm surge and coastal flooding. Materiality treatment would be required.

Climate analysis for Shoreham shows a mild coastal environment rainfall and relatively high humidity throughout the year. such as natural ventilation and maximising daylight, while hydrology.

Precipitation - Rainfall Averages

Annual Humidity + Cloud Coverages Wind Analysis

Long periods of wind from South West with occasional winds from the East; Little to no wind from North West 0-22 degrees

All year round is averaging over 70%

4m/s from South West; 3m/s from all other directions

Spikes of 14m/s and 18m/s from all other directions; Fewer spikes from South East

Psychrometric Chart Analysis + Preliminary Ideas

This graph identifies the effectiveness of design strategies.

environment with moderate temperatures, consistent year. These conditions support passive design strategies while requiring effective drainage and efficient use of hydrology.

Ground Temperature Differentiation

Shoreham’s established role in trade, logistics and material exhchange provides the foundation for future ferry integration.

Historic maritime access and trade gateway

INFRASTRUCTURE + LOGISTICS

Shoreham railway - terrestrial logistic connection

LABOUR + OPERATIONAL CULTURE

Dock labour - employment + workforce

HISTORICAL + CURRENT

Shoreham harbour developed through the movement as a critical point of exchange between maritime and pressures associated with freight logistics, growing industries the waterfront

CURRENT UTILISATION

movement of materials, labour and goods, establishing its role and terrestrial infrastructure. Contemporary operational industries and recreation have increasingly fragmented waterfront condition.

Timber Wharf - directly linking material strategy
Riverside Boatyard - labour + apprentices
Wharves, timber ponds + operational infrastructure
Railway expansion - growing transport density
Freight movement + industrial exchange
Connects fishing economy + harbour identity

VESSEL DIMENSIONS

Vessel movement analysis mapped existing freight circulation, across the inner harbour, revealing the spatial pressures constrained canal

Cargo/Freight Dimensions

Circa. 103m

Passenger Ferry Dimensions

Circa. 41m

Corresponds to turning circle radius required

DIMENSIONS + ROUTE

circulation, docking behaviour and turning requirements pressures imposed by future ferry integration within the canal condition.

CORE 1

TERMINAL SNOITAREPO

• PASSENGER FERRY TERMINAL

• TICKETING, SECURITY

• WAITING LOUNGE

• EMBARKATION

FERRY TERMINAL PLANNING AND LOGISTICS

CORE 2

CULTURAL & CIVIC

• PRIMARY EXHIBITION

• PUBLIC GALLERY

• VIEWING DECK

• CAFE/RETAIL

INDUSTRIAL FACILITIES

CORE 3

CONSTRU C YTITLICAFNOIT

• BOAT CONSTRUCTION WORKSHOP

• STORAGE

• OFFICES

• DELIVERIES

PUBLIC CAR PARK

VEHICULAR ROUTE FOR CARGO

TO BEACH / BREAKWATER

ALTERNATIVE ACCESS

DEPARTURE

PUBLIC AMENITIES/ RESTAURANT

PASSENGER FERRY BOAT CONSTRUCTION FACILITY

The three programme cores are linked through a movement, public engagement and maritime industry, Shoreham Port industrial areas,

These diagrams highlighting demolished buildings and specific viewpoints, access points, existing civic and operational functions determine the programme placement

ROAD ENTRANCE

OVERALL SITE STRATEGY

shared circulation strategy, balancing passenger industry, while strengthening connections between areas, the harbour and the lagoon.

The artefact study informed the organisation of programme establish an early framework for subsequent

ARCHITECTURE

programme through the abstraction of a maritime form to subsequent design development.

SECTION 3

DESIGN DEVELOPMENT

Restaurant

Boat construction

Private access

Exhibition Space

Terminal operations

Public amenities

PLAN ITERATION 1 - FRAGMENT

Maritime trajectories and site geometries informed the testing programmatic and spatial frameworks to be iteration, the museum becomes

FRAGMENT FORMATION

the initial generation of architectural fragmentation, be carried forward throughout the proposal. In this becomes the central core.

Viewing deck

An early massing study explored the aggregation of architectural triple gables to convey themes of hierarchy, drawn

architectural fragments, employing single, double and drawn on research by Gare de Mons and cruck systems.

IMPORTED MATERIALS - EXISTING TIMBER HANDLING

LOCAL + SCANDINAVIAN MATERIALITY

Local Sussex hardwood and Scandinavian timber were identified to establish a material palette informed by existing regional sourcing, Nordic construction traditions and maritime timber craft.

Chichester
Arun
Mid Sussex
Crawley Horsham
Worthing Adur
St Leonard’s Forest
Ebernoe Common
Upper Adur Valley
Sweet Chestnut Castanea Sativa Hardwood
Alder Alnus Glutinosa Hardwood
Birch Betula Pendula Hardwood
Oak Quercus Robur Hardwood
Flint Sicileous Stone
Clay + Chalk Plaster Alumino Silicate
Norway Spruce Picea Abies Softwood
Scots Pine Pinus Sylvestris Softwood
Aggregates Sand, Gravel Shoreham, UK
Gothenburg, Sweden
Kotka, Finland

STAVE CHURCH ‘NAVIS’ + CRUCK ETYMOLOGY

The stave church is analysed through its exposed timber frame, layered hierarchy and ‘navis’ symbolism, where ship-like structural ribs organise procession and enclosure through a central timber volume. These principles inform the development of a contemporary cruck-like system constructed through double layered CLT systems while retaining the ceremonial spatial sequence of historical maritime architecture.

STRUCTURAL AND FORMAL

Research into traditional cruck construction informed single and triple gables volumes established principles into the later tectonic development - highlighting an design, much like the juxtaposition of industrial

FORMAL DEVELOPMENT

an early structural framework, while the articulation of of hierarchy and enclosure that were carried forward an abstraction of the traditional cruck into a modern industrial to contemporary operations.

ARTEFACT

The presrved vessel forms the spatial focus of the museum, artefact within a large-span

museum, allowing visitors to engage directly with the

exhibition environment.

The gabled structural framework establishes a hierarchy between ship construction and form - later to be abstracted keeping focus on the concept

EXPRESSION

hierarchy of volumes, expressing the direct relationship abstracted utilising modern advances in construction yet concept of the folding roof form.

FURTHER MASSING REFINEMENT -

Successive massing studies tested the relationship highlighting the organisational framework

ROOFING SURFACE ABSTRACTION

relationship between site constraints and gabled volumes, framework carried forward into the final proposal

Restaurant

Exhibition Space

Primary viewpoint

Public amenities

Terminal operations

Boat construction

PLAN ITERATION 2 - PROGRAMMATIC

The distribution of programme tested relationships between informing the organisational principles developed later. museum, enabling the museum to act as a cultural activities.

PROGRAMMATIC DISTRIBUTION

between operational, educational and cultural functions, later. The primary viewpoint is located adjacent to the buffer between industrial and recreational maritime activities.

FRAGMENT 1

SHOREHAM PORT TYPICAL UNIT

FRAGMENT 2

THEATRE VIDY-LAUSANNE

SITE CONTEXTUAL RHYTHM

LINEAR REPETITION

KEY DESIGN DRIVERS -

ABSTRACTING

Maritime trajectories and site geometries informed the testing programmatic and spatial frameworks to

FRAGMENT 3 FRAGMENT 4

RADIAL ENCLOSURE

ABSTRACTING THE FORM

the initial generation of architectural fragmentation, to be carried forward throughout the proposal.

HIERARCHIAL ORDER

SOM CADET CHAPEL DOMAINE DE BAYSSAN

This early-stage design constraints study is exploratory of the 60 degree limit for CNC production technology to efficiently manufacture wood-wood connections.

PLANAR MASSING + STRUCTURAL RIGIDITY DEVELOPMENT

Folded planar elements reinterpret earlier gabled forms, generating enclosure, structure and spatial hierarchy. This includes development from Fragments 1 + 2.

Folded CLT plates are CNC milled off-site using digitally fabricated cutting paths to produce interlocking timber connections. Prefabricated structure is lifted directly from fabrication bed through crane handling before transportation and on-site assembly.

CNC MILLING + TRADITIONAL GABLE FURTHER DEVELOPMENT

The proposal separates permanent ground-contacting elements from the primary timber superstructure utilising concrete casting to seamlessly integrate the design framing.

This project innovates through the integration of prefabricated folded CLT systems with existing maritime logistics, creating a direct link between material supply chains and architectural form.

Assembly/Disassembly Principle

Designing for Disassembly

Chamfered interlocking joints improve assembly tolerance. Cellulose is placed between double layered CLT plates to provide acoustic and thermal performance

PRIMARY STRUCTURE CONSTRUCTION METHOD Primary Folded CLT Plate Formation Vertical Support Connection Installation

LINEAR GABLE MODULE

Sequential folding and assembly transforms a planar module. Double layered interlocking elements

planar element into a self-supporting gabled structural elements enable a tectonic system to be replicated.

The construction method utilises reusable supports to create regular modules, able to be adapted for height and width. This would be a sustainable construction method whereby modules will be prefabricated and constructed on site to reduce site traffic and exposure to salt winds.

Excess of nodes to be sanded post construction for cladding purposes.

SEQUENTIAL PHYSICAL TESTING

Physical model testing evaluated the structural limitations and integrity, determining node placement for connection logic, load distribution and the potential for modular adaptability.

PHYSICAL FORM TESTING

This overall form supports the idea of structural stiffness for the linear module, placing cellulose insulation between the CLT panels to ensure regulation for thermal and acoustic properties.

Abstracting the triple gable form, independent modules occupiable

GABLE SEPARATION

modules explore the creation of external procession and

space.

FRAGMENT 2 - MODULAR

Removing intermediate volumes created a flexible accommodate larger

MODULAR OPEN SPACE

flexible open bay, testing how the tectonic system could uninterrupted spaces.

Consolidating programme around a perimeter condition circulation, operational management

condition highlighted a clearer relationship between management and public occupation.

FRAGMENT 3 - RADIAL

Consolidating programme around a perimeter condition circulation, operational management

condition highlighted a clearer relationship between management and public occupation.

FRAGMENT

Individual fragment studies are consolidated into a coherent enclosure and

3 FRAGMENT 2 FRAGMENT 1

coherent architectural system, combining hierarchy, open-span space.

Envelope DecisionsCharred Cladding + Triple Glazing

Stainless steel screws for timber fixings

Aluminium perimeter glazing frame

Aluminium mullions

Triple glazing

Stainless steel anchor bolts for concrete fixings

Energy efficiency and temperature thermal regulation with U-value of ~ 0.7W/M2K

Vertical hierarchy with stepped structural rhythm. This adaptation allows controlled daylighting and highlighting programme hierarchy for circulation Stave Church Tectonic Principles

Steep roofing allows for removal of rainfall quickly to reduce water retention and timber decay.

✓

✓

Charred Timber Benefits

Lower embodied carbon compared to conventional external cladding systems through sustainably sourced Scandinavian softwood

Maritime trade accessibility between Scandinavia and Shoreham supports efficient regional sourcing and material transportation

✓

Increased durability within exposed coastal and high-moisture environments

Structural Build-up (Tectonic Adaptation)

Glulam support column 210mm

Cellulose insulation (between) 210mm

Timber floor finish 25mm

Acoustic/service layer 50mm

CLT floor slab 200mm

Solid timber block

Glulam beam 400mm

Secondary vapour control barrier

Solid timber block

Internal structural CLT layer 100mm

Air cavity with timber battens 40mm

Vapour control barrier

Charred timber cladding 30mm

Folded CLT geometry alone provides insufficient rigidity along the harbour edge

✓ Supplementary glulam columns reinforce structural stability within the envelope

✓

✓ Concealed structural supports maintain tectonic continuity within the facade system X

Integrated floor beams distribute strutural loading across the folded form

STRUCTURAL

The proposed assembly integrates CLT construction, charred to create a durable coastal envelope. Structural and folded tectonic form, ensuring continuity

charred timber cladding and high-performance glazing and environmental strategies are embedded within the

concept and construction.

Triple glazed custom window
Ground floor build up
Pile foundations for reclaimed ground
Timber finish first floor build up
Green wall build up*
UV protective glazing*
Double layered CLT primary structure
Charred timber cladding
Glazing Solar roof

HeucheraImproves biodiversity through dense evergreen foliage and seasonal variation

Carex GrassesEnhances biodiversity and wind resilience within exposed coastal conditions

SedumProvides drought resistance and low-maintenance ecological coverage

Coastal FernsSupports shaded habitat creation and moisture retention across the facade.

Soft landscaping provides BNG and social impact through external masterplanning means.

Lavender -

Pollinator-friendly planting thriving in dry, sun exposed coastal conditions

Festuca GlaucaSalt-tolerant ornamental grass improving biodiversity and visual texture across waterfront

The green wall system integrates salt-tolerant coastal planting species to improve biodiversity, passive cooling and environmental resilience within the exposed harbour environment.

GREEN LIVING WALLS + PASSIVE COOLING

CLT structure

Cellulose

CLT structure

Vapour Barrier

Air cavity, timber battens

Charred timber cladding (rot resistant)

Steel fixing system with drip irrigation system

Modular planting tray

Coastal planting green wall system

Provides habitat for pollinators and insects

Provides evapotranspiration to passively cool the building

GREEN WALLING

Complimentary Materiality - Charred timber is naturally resistant to decay and rot which makes it an ideal substrate for supporting a green wall system that requires iriigation and ensuring longevity within the design. Glulam columns will be utilised to ensure structural integrity within the CLT build-up.

water

through

Green wall systems are primarily integrated along the museum and terminal facades to reduce solar heat gain in open, public spaces in the afternoons when these programmed spaces are predominantly used.

THERMAL

Evapotranspiration (passive cooling)

Solar radiation

Transmitted radiation

Internal cooling load

Vegetation and planting depth provide supplementary acoustic absorption

PROPERTIES / STRATEGIES

Glazing and green walling provide thermal insulation alongside cellulose insulation between the double layered CLT panels. Heating and cooling strategies are in place through radiant floor heating beneath the floor within a layer of screed.

Warm
circulates
the underfloor pipes. Heat is transferred upwards through the slab to warm the space
Cool water circulates to enable heat from the area to be absorbed into the slab and removed. Hot air exits via trickle vents and openings

PILE INSTALLATION, FORMWORK ASSEMBLY + CAST IN-SITU CONCRETE

Pile steel reinforcement cages Temporary timber formwork Cast in-situ pile cap/footing (70% GGBS concrete)

LOAD PATH + FOUNDATION SPACING

The foundation strategy uses reinforced concrete pile footings to transfer loads from the folded timber structure into stable ground conditions while ensuring the timber would not be exposed to marine floods, preventing any further risk of rot.

This footing system is constructed through stages pile installation, temporary timber formwork assembly and cast in-situ concrete caps to create stable connections between the primary structural CLT frame and pile foundations.

Custom cast in-situ concrete footings were formed using unique folded column geometries. The system provides piled foundations, responding to the

Concrete floor finish (75% GGBS)

Screed for radiant floor heating system

Radiant floor heating pipes

Mineral wool insulation (thermal and acoustic)

Cement floor panels within steel supports

Reinforcement steel support system

Services (notably water, gas electricity, drainage + tele-communications)

Raised floor support system (600x600 grid)

Structural concrete slab - pre cast

FOOTING TO PRIMARY STRUCTURE BUILD UP

CLT primary structure attached through steel cleats and anchor joints

Column footing (overground) cast in-situ concrete

Column footing (underground) - concrete

Concrete pile cap

Concrete pile foundation

using temporary timber formwork to accommodate the provides a clear load path between the CLT structure and the reclaimed land of the waterfront.

Restaurant

Exhibition Space

Primary viewpoint

Terminal operations

Public amenities

Boat construction

Consolidating programme around a perimeter condition circulation, operational management

OPERATIONAL CONSOLIDATION

condition highlighted a clearer relationship between management and public occupation.

Museum + dock primary viewpoint

Primary entrance and viewpoint modular differentiation

SECTION ITERATION 3 - OPERATIONAL

Consolidating programme around a perimeter condition circulation, operational management

Module ending condition / sheltering and entrance

OPERATIONAL CONSOLIDATION

condition highlighted a clearer relationship between management and public occupation.

Height variation establishes a hierarchy of programme, through elevated volumes while operational spaces remain strengthens visibility, orientation and

programme, with public and cultural functions expressed remain compressed and secondary. This differentiation public engagement from the street.

Heightened volumes are strategically allocated to the and enhancing the prominence of cultural

HIERARCHIAL CONSOLIDATION

the exhibition spaces, reinforcing programme hierarchy cultural artefacts within the terminal.

The scheme arrangement consolidates individual fragment system.

fragment investigations into a continuous architectural system. CONSOLIDATION

SECTION 4

FINAL DRAWINGS

Primary viewpoint from museum to jetty

Key axis for site reintegration from Aldrington Basin to Hove Lagoon

Secondary entrance from car park

Primary viewpoint into museum from street

Primary entrance into museum from street

Terminal operations

Views internally via junction

1. RESTAURANT

2. BAR/LOUNGE

3. SHOP/PUBLIC AMENITIES

4. W/C

5. BOAT CONSTRUCTION FACILITY

6. PLANT

7. STAFF ROOM

8. STAFF LOCKER ROOM

9. TERMINAL WAITING

10. BOARDING GATES

11. EXHIBITION

12. PRIMARY MUSEUM

14. BOAT CONSTRUCTION VIEWING DECK 15. HISTORIC BOAT + DOCK VIEWING DECK

13. KITCHEN

APPENDIX SECTION 5

FURTHER DEVELOPMENTS

The studied presented within this appendix informed the project’s structural thinking, spatial hierarchy and tectonic development, contributing to the final design without being directly adopted or translated into the final architectural language.

LANGUAGE DEVELOPMENT - BOAT STRUCTURE

Maritime vessel construction was studied to understand structural repetition, timber craft and ribbed assembly, informing the proposal’s emerging architectural language.

STRUCTURAL FRAGMENT EXPLORATION - CRUCK SYSTEM

Cruck systems were amplified and tested as a spatial and structural framework, exploring level changes through utilising the original method of abstraction with planar folds.

ESTABLISHING HIERARCHY

The aggregation of single and grouped frames tested how hierarchy could emerge through repetition, scale and enclosure.

STRUCTURAL ENVELOPE - FRAGMENT VARIATION

Alternative envelope configurations explored how structure could simultaneously provide an architectural identity through modern construction methods of timber utilisation.

APPLICATION OF ARTEFACT + PRECEDENT

Formal principles extracted from the artefact development were combined with research from Gare de Mons to generate a new structural language.

SPECULATIVE STAVE CHURCH / CRUCK RESPONSE

A speculative study tested how precedents of timber construction could be reinterpreted through contemporary structural and spatial strategies.

STRUCTURAL OPTIONS

Multiple structural configurations were evaluated to determine their impact on hierarchy, enclosure and spatial experience - including the use of mezzanines to use as viewing decks for the museum.

INTERNAL CONDITIONS

Interior studies of this fragment assessed how the system shaped light and occupation.

A sequence of massing models translated site constraints into speculative ideas SEQUENTIAL

constraints , circulation routes and programme requirements of architectural forms.

BUILDING MASSES

Buildings

Other Land Use

General Land/Road

The surrounding urban grain nearing the entrance to the site via ship was analysed to understand patterns of density and scale.

Waterways

Railway

Roads

Land

TRANSIT INFRASTRUCTURE

Existing transport networks were mapped to understand movement corridors nearing the site entrance via ship.

All work produced by Unit 14 Unit book design by Charlie Harriswww.bartlett.ucl.ac.uk/architecture

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At the center of Unit 14’s academic exploration lies Buckminster Fuller’s ideal of the ‘The Comprehensive Designer’, a master-builder that follows Renaissance principles and a holistic approach. Fuller referred to this ideal of the designer as somebody who is capable of comprehending the ‘integrateable significance’ of specialised findings and is able to realise and coordinate the commonwealth potentials of these discoveries while not disappearing into a career of expertise. Like Fuller, we are opportunists in search of new ideas and their benefits via architectural synthesis. As such Unit 14 is a test bed for exploration and innovation, examining the role of the architect in an environment of continuous change. We are in search of the new, leveraging technologies, workflows and modes of production seen in disciplines outside our own. We test ideas systematically by means of digital as well as physical drawings, models and prototypes. Our work evolves around technological speculation with a research-driven core, generating momentum through astute synthesis. Our propositions are ultimately made through the design of buildings and through the in-depth consideration of structural formation and tectonic. This, coupled with a strong research ethos, will generate new and unprecedented, one day viable and spectacular proposals. They will be beautiful because of their intelligence - extraordinary findings and the artful integration of those into architecture.

The focus of this year’s work evolves around the concept of ‘Constructed Futures’. The term aims to describe architecture and as such fundamentally human future as the result of the architect’s highest degree of synthesis of underlying principles. Constructional logic, spatial innovation, typological organisation, environmental and structural performance are all negotiated in a highly iterative process driven by intense architectural investigation. Inspiration for inherent principles of organisational intelligence can be observed in both biotic and abiotic systems, in all spatial arrangements where it is critical for the overall performance of the developed order. Through the deep understanding of constructional principles, we will generate highly developed architectural systems of unencountered intensity where spatial organisation arises as a result of sets of mutual interactions. Observation as well as re-examination of civilisatory developments will enable us to project near future scenarios and position ourselves as avant-garde in the process of designing a comprehensive vision for the forthcoming. The projects will take shape as research based imaginative tales, architectural visions driven by speculation.

Thanks to: Seth Stein Architects, DKFS, ZHA, Foster and Partners, Minifie Architects, Buro Happold, Amanda Levete Architects, Penta Real Estate, RSHP

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