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Foundation pit waterproof curtain and construction method thereof
The invention discloses a foundation pit waterproof curtain and a construction method thereof, and relates to the technical field of waterproof curtain construction, the foundation pit waterproof curtain comprises a plurality of water stop columns, the water stop columns are arranged along the periphery of a foundation pit, the adjacent water stop columns are meshed with each other, a steel bar set is arranged above the water stop columns, the steel bar set comprises a plurality of first steel bars, and a plurality of second steel bars are arranged above the steel bars. A plurality of mounting holes are formed in the grouting plate in a penetrating mode, the mounting holes and the reinforcing steel bars are arranged in a one-to-one correspondence mode, the reinforcing steel bars I are installed in the corresponding mounting holes, grouting pipes used for grouting are installed on the grouting plate, and the reinforcing steel bars II are installed in the grouting pipes. A flow guide hole for slurry to flow is formed in the grouting plate in a penetrating mode. The anchoring device has the effect of improving the anchoring effect of the steel bar set.
本申请公开了一种基坑止水帷幕及其施工方法,涉及止水帷幕施工技术领域,其包括若干根止水柱,若干根止水柱沿着基坑的一周布置,相邻的所述止水柱相互咬合设置,所述止水柱的上方设置有钢筋组,所述钢筋组包括若干根钢筋一,还包括注浆板,所述注浆板上贯穿开设有若干个安装孔,若干个所述安装孔和若干根所述钢筋一一一对应设置,所述钢筋一安装于相应的所述安装孔内,所述注浆板上安装有用于注浆的注浆管,所述注浆板上贯穿开设有供浆液流动的导流孔。本申请具有提升钢筋组的锚固效果的效果。
Foundation pit waterproof curtain and construction method thereof
The invention discloses a foundation pit waterproof curtain and a construction method thereof, and relates to the technical field of waterproof curtain construction, the foundation pit waterproof curtain comprises a plurality of water stop columns, the water stop columns are arranged along the periphery of a foundation pit, the adjacent water stop columns are meshed with each other, a steel bar set is arranged above the water stop columns, the steel bar set comprises a plurality of first steel bars, and a plurality of second steel bars are arranged above the steel bars. A plurality of mounting holes are formed in the grouting plate in a penetrating mode, the mounting holes and the reinforcing steel bars are arranged in a one-to-one correspondence mode, the reinforcing steel bars I are installed in the corresponding mounting holes, grouting pipes used for grouting are installed on the grouting plate, and the reinforcing steel bars II are installed in the grouting pipes. A flow guide hole for slurry to flow is formed in the grouting plate in a penetrating mode. The anchoring device has the effect of improving the anchoring effect of the steel bar set.
本申请公开了一种基坑止水帷幕及其施工方法,涉及止水帷幕施工技术领域,其包括若干根止水柱,若干根止水柱沿着基坑的一周布置,相邻的所述止水柱相互咬合设置,所述止水柱的上方设置有钢筋组,所述钢筋组包括若干根钢筋一,还包括注浆板,所述注浆板上贯穿开设有若干个安装孔,若干个所述安装孔和若干根所述钢筋一一一对应设置,所述钢筋一安装于相应的所述安装孔内,所述注浆板上安装有用于注浆的注浆管,所述注浆板上贯穿开设有供浆液流动的导流孔。本申请具有提升钢筋组的锚固效果的效果。
Foundation pit waterproof curtain and construction method thereof
一种基坑止水帷幕及其施工方法
GAO ZHICHENG (Autor:in) / PAN WEIWEI (Autor:in) / LI XINGYAN (Autor:in) / YANG BIDING (Autor:in)
27.06.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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