英國倫敦
贊助單位:AKT II
設計單位:OFIS建筑事務所,C+C及C28
結構工程:AKT II
捐助單位:Multiplex, AKT II
施工單位:Bostjan Perme, Permiz d.o.o.
室內設計:Fotonica Light, Componendo – Stilox srl,
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Sponsor: AKT II
Architects: OFIS arhitekti , C+C and C28
Structural Engineering: AKT II
Contributor: Multiplex, AKT II
Contractor: Bostjan Perme, Permiz d.o.o. , Slovenia
Interior: Fotonica Light, Componendo – Stilox srl,
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“生活單元”的研究將會在倫敦展覽,是由OFIS、AKI II C+C和C28與承包商Permiz一起開發的獨立式木制殼體建筑,針對不同地點、氣候條件和地形具有靈活性和適應性。
可在研究、旅游或避難中,被用作度假小屋、藏身處、樹屋或短期居住地;外形尺寸非常小,可輕松通過不同運輸方式搬運。
基礎單元(4.50米 × 2.50米 × 2.70米)可提供住宿(帶廚房、浴室、床和座椅),可進行水平或垂直連接升級為雙人房、三人房或類似結構。基本單元為2人居住,配有雙人床、衣柜、桌椅、還可安裝浴室和小廚房。如果需要,可以通過艙室組合,形成更大的居住環境,容納4~6人居住。
室內安排是可變的,具有靈活性。單元家具可用于不同的場地環境中。
該“生活單元”是一種模塊化木材分離倉結構;兩面都有金字塔狀的突出物;前面比后面更加突出。金字塔形狀物的頂部被截斷,完全鑲有玻璃,增加了內部存儲空間,同時展現出了該系統的內部結構強度。
裝配式結構由木構架構成,兩邊通過膠合板加強,增加了低技術水平的自建可能性。該結構外殼的厚度僅為120mm,包括結構托梁和膠合板,表面的每個部分都可作為結構應力蒙皮移動,并在板層形成的平面中構成了一個剛性系統。
垂直載荷通過入口門兩側的兩個連續垂直條帶傳遞到地面,而側向載荷則被四個混凝土塊構成的系統抵消掉。垂直作用于該單元長邊的風力和作用在兩個懸臂平臺上的意外載荷被認為是最不利的載荷組合。在另一個方向上,橫向穩定性由應力蒙皮壁提供,應力蒙皮壁可作為剛性樓板。內部框架增加了轉角梁腋,可增強該系統的剛性。
The research for the Living Unit that will be displayed in London was initiated by OFIS, AKT II C+C and C28 along with contractor Permiz to develop self-contained wooden shell, flexible and adaptable on different locations, climate conditions and terrains.
It can be used as holiday cabin, hide away, tree house or short-time habitation for research, tourism or shelter; its small size allows easy and different transport possibilities.
The basic unit (4.50m X 2.50m X 2.70m) offers accommodation (with kitchen, bathroom, bed and seats) and joins horizontally or vertically and upgraded to twins, triplets or similar. The basic unit contains habitation for 2 people with double bed, wardrobe, table with chairs and possibility to install bathroom, and kitchenette. If needed more cabins can be combined together creating a larger habitation that could inhabit 4-6 people.
The interior treatment is changeable and flexible. Unit furnishings can be used in various site contexts.The Living Unit is a modular pod of timber; two sides feature pyramidal juts; the front being more prominent than the rear-facing one. The truncated tips of the pyramids are fully glazed, adding storage spaces internally whilst displaying the inherent structural strength of the system.
The prefabricated structure is made of timber frames, which are reinforced by plywood boards on both sides, encouraging low technology self-build possibilities. The thickness of the structural envelope is only 120mm including the structural joists and the plywood, mobilising every part of the surface as a structural stress skin and enabling a rigid system in the plane described by the ply.
The vertical loads are transferred to the ground through two continuous vertical strips on each side of the entrance door, whilst the lateral loads are counterbalanced by a system of four concrete blocks.The wind forces acting perpendicularly to the long side of the unit, together with the accidental loading applied to the two cantilevering platforms, was considered the worst loading combination. In the other direction, lateral stability is provided by the stress skin walls, which act as rigid diaphragms.Corner haunches have been added to the internal framing to enhance the rigidity of the system.



