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Mesh type soft soil foundation construction method
The invention discloses a mesh type soft soil foundation construction method. A soft soil layer is included. Mesh reinforcement cages are fixedly inlaid in the upper surface of the soft soil layer, rear pouring belts are arranged on the side faces of the mesh reinforcement cages, vertical rebars are fixedly inlaid in the rear pouring belts, one ends of the vertical rebars are fixedly inserted intothe soft soil layer, side face connecting plates are fixedly welded to the side faces of the vertical rebars, the side face connecting plates are fixedly inlaid in the rear pouring belts, the mesh reinforcement cages are fixedly filled with reinforcing layers, concrete surface layers are fixedly poured to the surfaces of the mesh reinforcement cages, and the surfaces of the reinforcing layers arefixedly coated with the concrete surface layers. The mesh reinforcement cages are mounted on the soft soil layer at intervals, a meshing construction manner is adopted, pouring construction can be carried out locally, the mesh reinforcement cages are filled with the reinforcing layers of multi-layer structures, the structural strength of sectioning is effectively improved, maintenance is facilitated, and the safety and high efficiency of use are improved.
本发明公开了一种网格式软土地基施工方法,包括软土层,所述软土层的上表面固定镶嵌有网格钢筋笼,所述网格钢筋笼的侧面设有后浇注带,所述后浇注带的内部固定镶嵌有竖直钢筋,所述竖直钢筋的一端固定插入于软土层内部,所述竖直钢筋的侧面固定焊接有侧面连接板,所述侧面连接板固定镶嵌于后浇注带的内部,所述网格钢筋笼的内部固定填充有加固层,所述网格钢筋笼的表面固定浇注有混凝土表层,所述混凝土表层固定包覆于加固层的表面,通过在软土层上间隔安装网格钢筋笼,采用网格化施工方式,可以局部进行浇注施工,并且在内部填充多层结构的加固层,有效提高区块化的结构强度,利于维护保养,提高使用和使用的安全高效性。
Mesh type soft soil foundation construction method
The invention discloses a mesh type soft soil foundation construction method. A soft soil layer is included. Mesh reinforcement cages are fixedly inlaid in the upper surface of the soft soil layer, rear pouring belts are arranged on the side faces of the mesh reinforcement cages, vertical rebars are fixedly inlaid in the rear pouring belts, one ends of the vertical rebars are fixedly inserted intothe soft soil layer, side face connecting plates are fixedly welded to the side faces of the vertical rebars, the side face connecting plates are fixedly inlaid in the rear pouring belts, the mesh reinforcement cages are fixedly filled with reinforcing layers, concrete surface layers are fixedly poured to the surfaces of the mesh reinforcement cages, and the surfaces of the reinforcing layers arefixedly coated with the concrete surface layers. The mesh reinforcement cages are mounted on the soft soil layer at intervals, a meshing construction manner is adopted, pouring construction can be carried out locally, the mesh reinforcement cages are filled with the reinforcing layers of multi-layer structures, the structural strength of sectioning is effectively improved, maintenance is facilitated, and the safety and high efficiency of use are improved.
本发明公开了一种网格式软土地基施工方法,包括软土层,所述软土层的上表面固定镶嵌有网格钢筋笼,所述网格钢筋笼的侧面设有后浇注带,所述后浇注带的内部固定镶嵌有竖直钢筋,所述竖直钢筋的一端固定插入于软土层内部,所述竖直钢筋的侧面固定焊接有侧面连接板,所述侧面连接板固定镶嵌于后浇注带的内部,所述网格钢筋笼的内部固定填充有加固层,所述网格钢筋笼的表面固定浇注有混凝土表层,所述混凝土表层固定包覆于加固层的表面,通过在软土层上间隔安装网格钢筋笼,采用网格化施工方式,可以局部进行浇注施工,并且在内部填充多层结构的加固层,有效提高区块化的结构强度,利于维护保养,提高使用和使用的安全高效性。
Mesh type soft soil foundation construction method
一种网格式软土地基施工方法
CHEN CHUNLAI (author) / ZHU JUN (author) / HUANG CHENG (author) / WANG TING (author) / YU JIANYING (author) / SONG PENGJIN (author)
2020-07-28
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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