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Ardently aerial construction method null of the beam in underground structure combined use beam

机译:地下结构组合梁的空中悬空施工方法无效。

摘要

PURPOSE:To enhance the execution efficiency by suspending precast concrete beams from an opening on a floor of the first story, erecting them between structural studs on the lower story, connecting the ends of adjacent beams to each other, and placing reinforcement of the studs and cast-in-place concrete. CONSTITUTION:Precast concrete beams 6... are suspended down to an underground space excavated under a floor of the first story from an opening on a floor 2 of the first story executed in advance, they are carried out by a traveling truck, and they are erected between structural studs 1 and 1 in the lower story. After that, back-filling materials such as mortar 8, etc. are filled among the structural studs 1 and 1, the beams 6... and a landslide protection wall 4, and the beams 6... are braces for the landslide protection wall. Then, after the lowest foundation beam is constructed, projections 6a... of the ends of adjacent beams 6...are connected to each other in connection sections of the structural studs 1, 1 and the beams 6.... Reinforcement of the studs and cast-in- place concrete are placed, the connection sections of them with the beams 6... are made as a unit, and the beams 6... are used as permanent beams.
机译:目的:通过从第一个楼层的地板上的开口悬挂预制混凝土梁,在较低楼层的结构柱之间竖立它们,将相邻梁的端部彼此连接以及对柱和柱进行加固来提高执行效率。现浇混凝土。组成:预制混凝土梁6 ...从预先执行的第一层楼2层的开口悬垂到第一层楼下的地下空间中,由移动卡车搬运,由在下层的结构钉1和1之间竖立。之后,在结构螺柱1、1,梁6……和滑坡保护壁4之间填充诸如砂浆8等的回填材料,并且梁6……是用于滑坡保护的支柱。壁。然后,在构造最低的基础梁之后,将相邻梁6 ...的端部的突起6a ...在结构螺柱1、1和梁6的连接部分中彼此连接。放置双头螺栓和现浇混凝土,将它们与梁6 ...的连接部分制成一个单元,并将梁6 ...用作永久梁。

著录项

  • 公开/公告号JP2794330B2

    专利类型

  • 公开/公告日1998-09-03

    原文格式PDF

  • 申请/专利权人 TAISEI KENSETSU KK;

    申请/专利号JP19900190760

  • 发明设计人 FURUTA ARATA;

    申请日1990-07-20

  • 分类号E02D29/045;E21D13/00;

  • 国家 JP

  • 入库时间 2022-08-22 03:00:57

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