首页> 外国专利> CONSTRUCTION OF TENSILE CHORD BEAM ROOF STRUCTURE AND TENSILE CHORD BEAM ROOF

CONSTRUCTION OF TENSILE CHORD BEAM ROOF STRUCTURE AND TENSILE CHORD BEAM ROOF

机译:张拉弦梁屋面结构及张拉弦梁屋面的施工

摘要

PURPOSE:To obtain a given bearing force by a method in which secondary parts are temporarily fixed to a large beam in a relatively slidable manner to form a stress-releasing zone, chord members connected to the large beam are tensed to introduce stresses into the large beam, the secondary parts are fixed to the large beam. CONSTITUTION:A loose-hole structure is provided for the joint between small beams 15 and 16 on both sides of a divided roof part 26 and a brace 17, and they are loosely temporarily clamped with bolts to form a stress-releasing zone Z. The beams 15 and 16 between the divided roof parts 25 and 26 are fixed. When a tension is applied to chord members connected to brackets and tension rings provided to each large beam 1, a given stress is added to the roof constituent C and the constituent C stands by itself. The beams 15 and 16 and the brace 17 which are temporarily clamped are finally fixed to the large beam 1 by clamping each bolt.
机译:目的:为了通过将次级零件以相对滑动的方式临时固定到大梁上以形成应力释放区域的方法来获得给定的轴承力,将连接到大梁上的弦杆拉紧以将应力引入大梁中梁,次要部分固定在大梁上。组成:在分开的车顶部分26两侧的小梁15和16和支架17的接头处提供了一个松孔结构,并用螺栓将它们暂时松散地夹紧,以形成应力释放区域Z。在分开的屋顶部分25和26之间的横梁15和16是固定的。当对连接到托架的弦杆构件和设置在每个大梁1上的张力环施加张力时,给屋顶构件C施加给定的应力,并且构件C自身站立。最后,通过夹紧每个螺栓将临时夹紧的梁15和16以及支架17固定到大梁1上。

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