首页> 外文会议>IABSE symposium on tomorrow's megastructures >Seismic Design and Off-Site Construction of College Buildings for 500 Students with Timber Frame 3D Modules in Clisson (near Nantes, France)
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Seismic Design and Off-Site Construction of College Buildings for 500 Students with Timber Frame 3D Modules in Clisson (near Nantes, France)

机译:克利森(法国南特附近)的500名学生使用木结构3D模块的大学建筑的抗震设计和场外建设

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Clisson public college of 5 767 m2 consists of a two storey building, a restaurant, as well as four staff dwellings. The classrooms are grouped on two floors organised around two patios. Designed to accommodate about 500 students, the college is designed in functional and modular blocks and might be easily extended if necessary. Building work lasted 12 months including prefabrication work. Ninety eight timber modules, up to 16 meters long, were prefabricated and pre-equiped in a workshop located less than 2kms away from the construction site. This off-site building technique takes a very specific, challenging and controlled industrial process. Similar in appearance, each module actually has its own specificities (size, openings, equipments, finishing...). Modules are designed to earthquake construction detailing and structural calculations were carried out according to Eurocode 8: seismic joints; load paths, connections and anchors resistance; ballast foundations. 3D spectral modal analysis resulted in long and complex iterative calculations due to timber frame walls stiffness settings. Nevertheless structural optimisation was achieved. The paper intends to present different aspects of the design and construction of this off-site building process with a strong focus on structural design of multi-material frames (concrete, steel, timber) of the main entrance hall.
机译:Clisson公立学院占地5 767平方米,包括一栋两层楼的建筑,一间餐厅和四个员工住宅。教室分为两层,围绕两个露台组织。该学院设计为可容纳约500名学生,采用功能性和模块化模块设计,如有必要,可以轻松扩展。建筑工程持续了12个月,包括预制工程。在距离建筑工地不到2公里的车间内,预制并预先装备了98个最长16米的木材模块。这种异地建造技术需要非常特殊,具有挑战性和受控的工业过程。在外观上相似,每个模块实际上都有其自身的特性(尺寸,开口,设备,表面处理...)。设计模块用于地震施工细部设计,并根据欧洲规范8进行结构计算:载荷路径,连接和锚固阻力;压载基础。由于木构架壁的刚度设置,3D光谱模态分析导致了冗长而复杂的迭代计算。然而,实现了结构优化。本文旨在介绍此异地建筑过程的设计和施工的不同方面,重点放在正门大厅的多种材料框架(混凝土,钢,木材)的结构设计上。

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