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STRUCTURE CONSTRUCTION METHOD OF LARGE SPAN FRAME IN LARGE SPACE TRUSS STRUCTURE

机译:大型桁架结构大跨度框架结构施工方法

摘要

PROBLEM TO BE SOLVED: To build an extremely large span frame by the use of an ordinary crane, reduce altitude works and temporary materials, shorten the construction period, decrease the cost, and improve safety. ;SOLUTION: The outer circumferential ring 3 and the outermost circumferential ring 2C of a large span frame 2 are built on a foundation 6, a first center part large span frame 2A and at least one intermediate part ring structure 2B are built by assembling on the ground, the first center part large span frame 2A (2-1) is elevated by suspending or the like to the end part connection height and connected to the intermediate part ring structure 2B so as to form a second large span frame 2-2, and the second large stretch frame 2-2 is elevated to the end part connection height by suspending or the like and connected to the outermost circumferential part ring structure 2C. All of 2A, 2B and 2C are provided with constraint mechanism, and by tension of the constrain mechanisms 11, fixed desin dimension is obtained and prestress is introduced to the member.;COPYRIGHT: (C)1997,JPO
机译:要解决的问题:使用普通起重机来建造超大跨度的框架,减少高空作业和临时材料,缩短施工时间,降低成本,并提高安全性。 ;解决方案:大跨度框架2的外周环3和最外环2C建在基础6上,第一中部大跨度框架2A和至少一个中间部分环结构2B通过组装在基础6上而构建。在地面上,通过悬挂等将第一中央部分大跨度框架2A(2-1)升高到端部连接高度并连接到中间部分环形结构2B,从而形成第二大跨度框架2-2,第二大型拉伸框架2-2通过悬吊等而上升至端部连接高度,并与最外周部环状结构2C连接。所有2A,2B和2C均设有约束机构,并通过约束机构11的张力获得固定的设计尺寸,并向构件施加预应力。;版权所有:(C)1997,JPO

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