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METHOD OF BUILDING UNDERGROUND CONTINUOUS WALL PREVENTED FROM LEAK OF WATER

机译:防止渗漏的地下连续墙的建造方法

摘要

PURPOSE:To build a solid underground continuous wall, by a method wherein, after reinforcing bars are arranged in a trench and the trench is filled with concrete, grout is pressed in the concrete through the grout press-in pipes of a vertical joint erected in the trench. CONSTITUTION:After an interlocking pipe 9 and a guide plate 10 are erected in the following panel section side in a trench 8, a vertical joint 1 is erected in the trench 8, and a reinforcing bar cage 7 is erected in a manner that it is superposed with oblique reinforcing bars 3 of the joint 1. Concrete is placed in a portion on the reinforcing bar cage 7 side, partitioned by a partitioning plate 2 of the joint 1 in the trench 8. Grout is pressed in a pipe 6 with holes of a cut-off member 4 from above, and is caused to enter a portion, where filling with concrete is incomplete, through holes 6a to build a panel. Further, a after the pipe 9 and the guide plate 10 are erected in the trench 8 excavated in a following panel section, the similar procedures as described above are orderly followed to build a panel.
机译:目的:通过以下方法来建造坚固的地下连续墙:将钢筋布置在沟槽中并用混凝土填充沟槽后,通过竖立于混凝土中的竖缝的注浆管将浆液压入混凝土中。 trench沟。组成:在沟槽8的下一个面板部分侧竖立互锁管9和导向板10之后,在沟槽8中竖立垂直接头1,并以如下方式竖立钢筋笼7:在接头8的斜钢筋3上叠置有混凝土。在钢筋笼7侧的部分中,混凝土被沟槽8中的接头1的隔板2隔开。切断构件4从上方穿过,并通过孔6a进入到其中混凝土填充不完全的部分中以建造面板。此外,在将管子9和导向板10竖立在随后的面板部分中开挖的沟槽8中之后,有序地进行与上述相似的步骤以建造面板。

著录项

  • 公开/公告号JPH055005B2

    专利类型

  • 公开/公告日1993-01-21

    原文格式PDF

  • 申请/专利权人 WAKACHIKU CONSTR;

    申请/专利号JP19850019862

  • 发明设计人 TAKASAKI YASUO;AKAGI MASANORI;

    申请日1985-02-06

  • 分类号E02D5/18;

  • 国家 JP

  • 入库时间 2022-08-22 05:20:10

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