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Early soil backfilling construction method for garage roof with settlement post-cast strip not meeting sealing condition
The invention relates to a construction method for backfilling soil in advance on a garage roof under the condition that a settlement post-cast strip does not meet a closed condition, which comprises the following steps of: calculating the lateral pressure of earthwork according to the backfilling height and the reserved width of the post-cast strip in a drawing, and selecting proper steel plates and channel steel; temporarily fixing steel supports on the constructed waterproof protection layers on the two sides of the post-cast strip; a gap between every two adjacent steel supports is filled with a flexible waterproof sealing material; after the steel supports are in place, a horizontal diagonal brace is installed between the two oppositely-arranged steel supports, and the two opposite ends of the horizontal diagonal brace are welded to the two oppositely-arranged steel supports correspondingly; performing earthwork layered backfilling; compared with a traditional plugging method, the construction efficiency is improved, and the construction time is shortened; meanwhile, the steel support is convenient to disassemble and assemble and can be reused.
本发明涉及一种沉降后浇带不满足封闭条件车库顶板提前回填土施工方法,包括如下步骤:根据图纸中回填高度与后浇带留设宽度,计算出土方侧向压力,选择出合适的钢板与槽钢;在后浇带两侧已施工的防水保护层上临时固定钢支撑;在相邻两个钢支撑之间的缝隙内填塞柔性防水密封材料;钢支撑就位后,在相对设置的两个钢支撑之间安装水平对撑,水平对撑的相对两端分别与相对设置的两个钢支撑焊接;土方分层回填;与传统的封堵做法相比,提高施工效率,缩短施工时间;同时,钢支撑便于拆卸组装,可重复利用。
Early soil backfilling construction method for garage roof with settlement post-cast strip not meeting sealing condition
The invention relates to a construction method for backfilling soil in advance on a garage roof under the condition that a settlement post-cast strip does not meet a closed condition, which comprises the following steps of: calculating the lateral pressure of earthwork according to the backfilling height and the reserved width of the post-cast strip in a drawing, and selecting proper steel plates and channel steel; temporarily fixing steel supports on the constructed waterproof protection layers on the two sides of the post-cast strip; a gap between every two adjacent steel supports is filled with a flexible waterproof sealing material; after the steel supports are in place, a horizontal diagonal brace is installed between the two oppositely-arranged steel supports, and the two opposite ends of the horizontal diagonal brace are welded to the two oppositely-arranged steel supports correspondingly; performing earthwork layered backfilling; compared with a traditional plugging method, the construction efficiency is improved, and the construction time is shortened; meanwhile, the steel support is convenient to disassemble and assemble and can be reused.
本发明涉及一种沉降后浇带不满足封闭条件车库顶板提前回填土施工方法,包括如下步骤:根据图纸中回填高度与后浇带留设宽度,计算出土方侧向压力,选择出合适的钢板与槽钢;在后浇带两侧已施工的防水保护层上临时固定钢支撑;在相邻两个钢支撑之间的缝隙内填塞柔性防水密封材料;钢支撑就位后,在相对设置的两个钢支撑之间安装水平对撑,水平对撑的相对两端分别与相对设置的两个钢支撑焊接;土方分层回填;与传统的封堵做法相比,提高施工效率,缩短施工时间;同时,钢支撑便于拆卸组装,可重复利用。
Early soil backfilling construction method for garage roof with settlement post-cast strip not meeting sealing condition
沉降后浇带不满足封闭条件车库顶板提前回填土施工方法
CHEN JIAN (Autor:in) / WANG FENG (Autor:in) / WANG WEIDONG (Autor:in) / BIAN SHUWANG (Autor:in) / JING LONG (Autor:in)
12.11.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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