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Fabricated retaining wall structure and construction method thereof
The invention discloses an assembly type retaining wall structure and a construction method thereof.The assembly type retaining wall structure comprises a prefabricated wall body and a prefabricated plate body, a mortise is formed in the upper end face of the prefabricated plate body, a tenon is arranged at the lower end of the prefabricated wall body, and when the prefabricated wall body is assembled to the prefabricated plate body, the tenon is inserted into the mortise. The tenons are inserted into the mortises in a one-to-one correspondence mode, and a certain distance is formed between the tenons and the inner walls of the mortises. Grooves vertically penetrating through the prefabricated wall bodies are formed in the two ends of the prefabricated wall bodies, the grooves of the adjacent prefabricated wall bodies are aligned with each other, water swelling rubber strips are arranged in the aligned grooves, foam plates are filled between the adjacent prefabricated wall bodies and located on the two sides of the water swelling rubber strips, and joint filling structures are arranged on the outer sides of the foam plates. Assembling is carried out in a joggling mode between the mortises and the tenons, the site construction difficulty is lowered, the construction efficiency is improved, and the structural integrity between the prefabricated plate body and the prefabricated wall body is improved.
本发明公开了一种装配式挡土墙结构及其施工方法,其中,装配式挡土墙结构包括预制墙体和预制板体,所述预制板体的上端面上设置有榫槽,所述预制墙体的下端设置有榫头,所述预制墙体装配至预制板体上时,所述榫头一一对应的插入榫槽中,所述榫头与榫槽的内壁之间具有一定间距;所述预制墙体的两端设置有上下贯穿预制墙体的凹槽,相邻的预制墙体的凹槽相互对齐,且对齐的凹槽中设置有遇水膨胀橡胶条,相邻的预制墙体之间位于遇水膨胀橡胶条的两侧填充有泡沫板,所述泡沫板的外侧设置有填缝结构;本发明通过榫槽和榫头间的榫接形式进行装配,降低了现场施工难度且提高了施工效率,提高了预制板体和预制墙体之间的结构整体性。
Fabricated retaining wall structure and construction method thereof
The invention discloses an assembly type retaining wall structure and a construction method thereof.The assembly type retaining wall structure comprises a prefabricated wall body and a prefabricated plate body, a mortise is formed in the upper end face of the prefabricated plate body, a tenon is arranged at the lower end of the prefabricated wall body, and when the prefabricated wall body is assembled to the prefabricated plate body, the tenon is inserted into the mortise. The tenons are inserted into the mortises in a one-to-one correspondence mode, and a certain distance is formed between the tenons and the inner walls of the mortises. Grooves vertically penetrating through the prefabricated wall bodies are formed in the two ends of the prefabricated wall bodies, the grooves of the adjacent prefabricated wall bodies are aligned with each other, water swelling rubber strips are arranged in the aligned grooves, foam plates are filled between the adjacent prefabricated wall bodies and located on the two sides of the water swelling rubber strips, and joint filling structures are arranged on the outer sides of the foam plates. Assembling is carried out in a joggling mode between the mortises and the tenons, the site construction difficulty is lowered, the construction efficiency is improved, and the structural integrity between the prefabricated plate body and the prefabricated wall body is improved.
本发明公开了一种装配式挡土墙结构及其施工方法,其中,装配式挡土墙结构包括预制墙体和预制板体,所述预制板体的上端面上设置有榫槽,所述预制墙体的下端设置有榫头,所述预制墙体装配至预制板体上时,所述榫头一一对应的插入榫槽中,所述榫头与榫槽的内壁之间具有一定间距;所述预制墙体的两端设置有上下贯穿预制墙体的凹槽,相邻的预制墙体的凹槽相互对齐,且对齐的凹槽中设置有遇水膨胀橡胶条,相邻的预制墙体之间位于遇水膨胀橡胶条的两侧填充有泡沫板,所述泡沫板的外侧设置有填缝结构;本发明通过榫槽和榫头间的榫接形式进行装配,降低了现场施工难度且提高了施工效率,提高了预制板体和预制墙体之间的结构整体性。
Fabricated retaining wall structure and construction method thereof
一种装配式挡土墙结构及其施工方法
CHEN SHAOHUA (author) / LIN JUNWEI (author) / ZENG XIANXIANG (author) / WU JIANQUAN (author) / CHEN CHAOXIONG (author)
2024-10-01
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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