A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Drainage construction method for cast-in-place underground comprehensive pipe gallery deformation joint
The invention discloses a drainage construction method for a cast-in-place underground comprehensive pipe gallery deformation joint, which is characterized by comprising the following steps: S1, checking and accepting the width, flatness and depth of a deformation joint preformed groove; s2, water receiving grooves of a top plate and side walls of the pipe gallery deformation joint are installed; s3, a drainage groove connector is installed at the corner of the bottom plate and the ground; s4, a drainage ditch is installed at the position of the ground deformation joint; s5, a ground leveling layer is poured, the position of a ground drainage ditch is reserved, and meanwhile the drainage ditch is protected; s6, side wall and top plate notches are blocked; according to the method provided by the invention, leakage water at the deformation joint can be discharged in order, and the prepared drainage system is convenient to maintain.
本发明公开了一种用于现浇地下综合管廊变形缝的排水施工方法，其特征在于，包括以下步骤：S1、检查验收变形缝预留槽的宽度、平整度及深度；S2、安装管廊变形缝顶板及侧墙的接水槽；S3、在底板与地面拐角处安装排水槽接头；S4、在地面变形缝位置安装排水沟；S5、浇筑地面找平层，预留地面排水沟位置，同时对排水沟进行保护；S6、封堵侧墙及顶板缺口；本发明提供的方法，可有序排放变形缝处渗漏水，且制备的排水系统养护便捷。
Drainage construction method for cast-in-place underground comprehensive pipe gallery deformation joint
The invention discloses a drainage construction method for a cast-in-place underground comprehensive pipe gallery deformation joint, which is characterized by comprising the following steps: S1, checking and accepting the width, flatness and depth of a deformation joint preformed groove; s2, water receiving grooves of a top plate and side walls of the pipe gallery deformation joint are installed; s3, a drainage groove connector is installed at the corner of the bottom plate and the ground; s4, a drainage ditch is installed at the position of the ground deformation joint; s5, a ground leveling layer is poured, the position of a ground drainage ditch is reserved, and meanwhile the drainage ditch is protected; s6, side wall and top plate notches are blocked; according to the method provided by the invention, leakage water at the deformation joint can be discharged in order, and the prepared drainage system is convenient to maintain.
本发明公开了一种用于现浇地下综合管廊变形缝的排水施工方法，其特征在于，包括以下步骤：S1、检查验收变形缝预留槽的宽度、平整度及深度；S2、安装管廊变形缝顶板及侧墙的接水槽；S3、在底板与地面拐角处安装排水槽接头；S4、在地面变形缝位置安装排水沟；S5、浇筑地面找平层，预留地面排水沟位置，同时对排水沟进行保护；S6、封堵侧墙及顶板缺口；本发明提供的方法，可有序排放变形缝处渗漏水，且制备的排水系统养护便捷。
Drainage construction method for cast-in-place underground comprehensive pipe gallery deformation joint
一种用于现浇地下综合管廊变形缝的排水施工方法
ZHAO WANDE (author) / YU JINZONG (author) / XING HAOTIAN (author)
2024-04-09
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
| European Patent Office | 2021
| European Patent Office | 2021
Construction method for deformation joint waterstop of underground comprehensive pipe gallery
| European Patent Office | 2024
Underground pipe gallery deformation joint anti-seepage construction method
| European Patent Office | 2020
| European Patent Office | 2022