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Construction method of side slope drainage hole
The invention discloses a construction method of a side slope drainage hole. The construction method comprises the following steps: constructing a side slope drainage hole pre-embedded structure which covers a pipe orifice by taking the inner wall of a drainage pipe as stress; when the pressing plate is screwed on the pull rod, the stress plug and the covering body which are in interference fit with the interior of the drainage pipe provide axial stress, so that the pressing plate abuts against the covering body to stop axial expansion. The inner wall of the drainage pipe serves as a stress structure for covering the pipe opening of the drainage pipe, the situation that the operation space of a foundation pit is occupied is avoided, and the problem that construction is inconvenient due to the fact that a detection rod occupies the operation space of the foundation pit is solved.
本发明公开了一种边坡泄水孔的构建施工方法,包括:构建出以排水管内壁为受力对管口盖住的边坡泄水孔预埋结构。受力塞过盈安装在排水管管口内,覆盖体压缩密实压入排水管管口,覆盖体膨胀抵住排水管内壁过盈配合,压板在拉杆上旋合时,过盈配合在排水管内的受力塞、覆盖体提供轴向受力,使压板抵住覆盖体阻挡轴向膨胀,实现以排水管内壁为受力对排水管管口盖住的受力结构,避免了会占用基坑作业空间的情况,解决了检测杆会占用基坑的作业空间导致施工不便的问题。
Construction method of side slope drainage hole
The invention discloses a construction method of a side slope drainage hole. The construction method comprises the following steps: constructing a side slope drainage hole pre-embedded structure which covers a pipe orifice by taking the inner wall of a drainage pipe as stress; when the pressing plate is screwed on the pull rod, the stress plug and the covering body which are in interference fit with the interior of the drainage pipe provide axial stress, so that the pressing plate abuts against the covering body to stop axial expansion. The inner wall of the drainage pipe serves as a stress structure for covering the pipe opening of the drainage pipe, the situation that the operation space of a foundation pit is occupied is avoided, and the problem that construction is inconvenient due to the fact that a detection rod occupies the operation space of the foundation pit is solved.
本发明公开了一种边坡泄水孔的构建施工方法,包括:构建出以排水管内壁为受力对管口盖住的边坡泄水孔预埋结构。受力塞过盈安装在排水管管口内,覆盖体压缩密实压入排水管管口,覆盖体膨胀抵住排水管内壁过盈配合,压板在拉杆上旋合时,过盈配合在排水管内的受力塞、覆盖体提供轴向受力,使压板抵住覆盖体阻挡轴向膨胀,实现以排水管内壁为受力对排水管管口盖住的受力结构,避免了会占用基坑作业空间的情况,解决了检测杆会占用基坑的作业空间导致施工不便的问题。
Construction method of side slope drainage hole
一种边坡泄水孔的构建施工方法
CAO GUOXIN (Autor:in) / WANG MEI (Autor:in) / RAN LEI (Autor:in) / ZHOU CHENG (Autor:in) / GUO DIANXIONG (Autor:in) / YAO KAI (Autor:in) / WU XIAOXIANG (Autor:in) / RAN BOJIAN (Autor:in)
27.09.2024
Patent
Elektronische Ressource
Chinesisch
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