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Production method of the steel for the subterranean continual wall and the steel for the subterranean continual wall and the method of constructing the subterranean continual wall, and the subterranean continual wall

机译:地下连续墙用钢,地下连续墙用钢的制造方法,地下连续墙的施工方法,地下连续墙

摘要

The steel for this subterranean continual wall (1) one feature has the hat section steel plank (2) and the H section steel (6), the size in the length direction of the aforementioned hat section steel plank (L1) compared to the size in the length direction of the H section steel (L2) is short, at the same time total length of the H section steel distribution facilities is done within size of the hat section steel plank, the rear end of the hat section steel plank (18) compared to the rear end of the H section steel (20) is located on advanced side. As for other feature of the steel for the subterranean continual wall, the position in the length direction of the rear end of the aforementioned hat section steel plank and the rear end of the aforementioned H section steel agrees, it is 35% or less of the total length to which the point of the hat section steel plank (19) compared to the point of the H section steel (21) is located on rear end side, alienation length with the point of the aforementioned hat section steel plank and the point of the H section steel (B), in the length direction of the steel for the subterranean continual wall. Production method of the steel for this subterranean continual wall locks the aforementioned hat section steel plank and the aforementioned H section steel mutually with welding. This subterranean continual wall is constructed, plural using the steel for the aforementioned subterranean continual wall. As for the method of constructing this subterranean continual wall, the steel for the aforementioned subterranean continual wall plural is used.
机译:该地下连续壁(1)的一种特征是,具有帽形截面钢板(2)和H型截面钢板(6),与尺寸相比,上述帽形截面钢板(L1)的长度方向的尺寸大。 H型钢(L2)的长度方向较短,同时H型钢分配设施的总长度要在帽型钢板,帽型钢板后端(18 ),相比之下,H型钢(20)的后端位于前进侧。地下连续壁用钢的其他特征是,上述帽形截面钢板的后端的长度方向与上述H形截面钢板的后端的长度方向的位置一致,为35%以下。帽型钢板(19)的点与H型钢(21)的点相比位于后端侧的总长度,与上述帽型钢板的点和H型钢(B),在地下连续墙用钢的长度方向上。用于该地下连续壁的钢的制造方法通过焊接将上述帽形截面钢板和上述H形截面钢板相互锁定。该地下连续壁是用上述地下连续壁的钢制成的。至于构造该地下连续壁的方法,使用了用于上述地下连续壁复数的钢。

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