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Soft soil foundation anti-sedimentation structure
The invention discloses an anti-sedimentation structure for a soft soil foundation. The anti-sedimentation structure comprises a soft soil base layer; the reinforced concrete pouring layer is laid on the soft soil base layer, anti-sedimentation walls with the bottoms embedded in the soft soil base layer are vertically arranged on the edges of the two sides of the reinforced concrete pouring layer, a plurality of vertical limiting holes are formed in the reinforced concrete pouring layer, and supporting pipes with the bottoms sealed are movably inserted into the limiting holes. The tops of the supporting pipes are detachably connected with the reinforced concrete pouring layer, the bottoms of the supporting pipes are inserted into the soft soil base layer, and the supporting pipes are detachably provided with a plurality of supporting plates obliquely and downwards inserted into the soft soil base layer. The concrete prefabricated slab layer is laid on the reinforced concrete pouring layer, and the gravel soil layer is laid on the concrete prefabricated slab layer; the pouring concrete layer is laid on the gravel soil layer; and the pavement base layer is paved on the gravel soil layer and is as high as the anti-settling wall. The method can effectively prevent the soft soil foundation from being compressed and sinking.
本发明公开了一种软土地基防沉降结构,包括:软土基层;钢筋混凝土浇筑层,其铺设在软土基层上面,在钢筋混凝土浇筑层的两侧边缘竖直设置有底部埋设在软土基层内的防沉降墙,钢筋混凝土浇筑层上设置有多个竖直限位孔,限位孔内移动插设有底部封口的支撑管,支撑管顶部与钢筋混凝土浇筑层可拆卸连接、底部插入软土基层内,支撑管上可拆卸设置有多个倾斜向下插入软土基层的支撑板;混凝土预制板层,其铺设在钢筋混凝土浇筑层上面,砂石土层,其铺设在混凝土预制板层上面;浇筑混凝土层,其铺设在砂石土层上面;路面基层,其铺设在砂石土层上面并与防沉降墙等高。本发明能有效防止软土地基压缩下沉。
Soft soil foundation anti-sedimentation structure
The invention discloses an anti-sedimentation structure for a soft soil foundation. The anti-sedimentation structure comprises a soft soil base layer; the reinforced concrete pouring layer is laid on the soft soil base layer, anti-sedimentation walls with the bottoms embedded in the soft soil base layer are vertically arranged on the edges of the two sides of the reinforced concrete pouring layer, a plurality of vertical limiting holes are formed in the reinforced concrete pouring layer, and supporting pipes with the bottoms sealed are movably inserted into the limiting holes. The tops of the supporting pipes are detachably connected with the reinforced concrete pouring layer, the bottoms of the supporting pipes are inserted into the soft soil base layer, and the supporting pipes are detachably provided with a plurality of supporting plates obliquely and downwards inserted into the soft soil base layer. The concrete prefabricated slab layer is laid on the reinforced concrete pouring layer, and the gravel soil layer is laid on the concrete prefabricated slab layer; the pouring concrete layer is laid on the gravel soil layer; and the pavement base layer is paved on the gravel soil layer and is as high as the anti-settling wall. The method can effectively prevent the soft soil foundation from being compressed and sinking.
本发明公开了一种软土地基防沉降结构,包括:软土基层;钢筋混凝土浇筑层,其铺设在软土基层上面,在钢筋混凝土浇筑层的两侧边缘竖直设置有底部埋设在软土基层内的防沉降墙,钢筋混凝土浇筑层上设置有多个竖直限位孔,限位孔内移动插设有底部封口的支撑管,支撑管顶部与钢筋混凝土浇筑层可拆卸连接、底部插入软土基层内,支撑管上可拆卸设置有多个倾斜向下插入软土基层的支撑板;混凝土预制板层,其铺设在钢筋混凝土浇筑层上面,砂石土层,其铺设在混凝土预制板层上面;浇筑混凝土层,其铺设在砂石土层上面;路面基层,其铺设在砂石土层上面并与防沉降墙等高。本发明能有效防止软土地基压缩下沉。
Soft soil foundation anti-sedimentation structure
软土地基防沉降结构
WANG YONGLI (author) / HUANG LONG (author) / LI DONGYONG (author) / YU YIMING (author) / ZHU BAOHUA (author)
2023-01-06
Patent
Electronic Resource
Chinese
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