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Underground power cable tunnels and the construction method thereof

机译:地下电力电缆隧道及其施工方法

摘要

In the present invention, in constructing an underground power tool that is constructed by continuously and combining a hollow box-type precast culvert in one direction in a construction process at a construction site, the bonding surface is filled with mortar on the bonding surfaces of the precast culverts that are connected to each other. Forming a joint groove for supporting the water-stop member inserted between the joint, forming a steel plate fastening grooves on both sides of the inner wall of the joint groove, inserting and fixing a steel plate in the steel plate fastening groove, and joining the precast culverts connected to each other The ground buried in the ground by preventing the mortar that is filled on the surface and fixes the joints between the precast culverts into which the waterstop member is inserted, from being separated from the inner wall of the joint groove formed on the joint surface of the precast culvert for reasons such as differential settlement. A structured underground power tool that effectively improves the watertightness of a power tool and its construction method are presented.
机译:在本发明中,在构造通过连续构造的地下动力工具,在建造场所的结构过程中在一个方向上连续地构造并将中空箱式预制抑制型预制抑制件构成,键合表面在粘合表面上填充有砂浆彼此连接的预制涵洞。形成用于支撑插入接头之间的水止挡构件的关节槽,在接合槽的内壁的两侧形成钢板紧固槽,在钢板紧固槽中插入和固定钢板,并连接预制涵洞通过防止填充在表面上的砂浆并将遮挡罩内部插入到形成的预制罩之间的接头之间彼此连接的预制涵洞从形成的接头槽的内壁分离在预制涵洞的接合表面上,原因如差动沉降。提出了一种有效提高电动工具防水性的结构化地下电动工具及其施工方法。

著录项

  • 公开/公告号KR102248587B1

    专利类型

  • 公开/公告日2021-05-06

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR1020200178405

  • 发明设计人 김제두;

    申请日2020-12-18

  • 分类号H02G9/10;E02D29;E02D29/045;E02D29/16;E02D31;

  • 国家 KR

  • 入库时间 2022-08-24 18:46:21

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