Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The invention discloses a plate-type retaining wall and a construction method thereof, and belongs to the technical field of retaining walls. The plate-type retaining wall comprises retaining plates, one side of the joint of the retaining walls and the retaining plates is fixedly connected with a splicing part, the other side of the joint of the retaining plates is provided with a clamping hole, the splicing part is designed to be U-shaped, the adjacent retaining plates are clamped through the splicing part and the clamping hole, a gap layer is formed between every two adjacent retaining plates, the gap layers are made of cement-based composite materials, drainage holes are formed in the retaining plates, the drainage holes are located in the ends, close to weight increasing assemblies, of the retaining plates, the drainage holes are obliquely formed in the retaining plates. According to the retaining wall, the defects that a building protected by the retaining wall is soaked in water for a long time, soil and stones on the building are loosened, and collapse of the building is aggravated can be effectively overcome, meanwhile, the water drainage holes are obliquely formed, and the situation that water flow reversely permeates in the water drainage process can be effectively prevented.
一种板式挡土墙及其施工方法，属于挡土墙技术领域，包括挡土板，所述挡土墙，所述挡土板连接处的其中一侧固定连接有拼装件，所述挡土板连接处的另一侧开设有卡接孔，所述拼装件呈U形设计，相邻的所述挡土板通过拼装件和卡接孔卡接，相邻的所述挡土板之间形成有缝隙层，所述缝隙层浇筑的材料为水泥基复合材料，所述挡土板上开设有排水孔，所述排水孔位于挡土板靠近增重组件的端部，所述排水孔在挡土板的内部呈倾斜设置，通过在挡土板上设置排水孔，能够有效的防止挡土墙所保护的建筑物长时间浸泡在水中，导致建筑上的土石松动，加剧建筑物坍塌的弊端，同时，设置排水孔呈倾斜设置，能够有效的防止排水过程中水流出现反向渗透的情况。
The invention discloses a plate-type retaining wall and a construction method thereof, and belongs to the technical field of retaining walls. The plate-type retaining wall comprises retaining plates, one side of the joint of the retaining walls and the retaining plates is fixedly connected with a splicing part, the other side of the joint of the retaining plates is provided with a clamping hole, the splicing part is designed to be U-shaped, the adjacent retaining plates are clamped through the splicing part and the clamping hole, a gap layer is formed between every two adjacent retaining plates, the gap layers are made of cement-based composite materials, drainage holes are formed in the retaining plates, the drainage holes are located in the ends, close to weight increasing assemblies, of the retaining plates, the drainage holes are obliquely formed in the retaining plates. According to the retaining wall, the defects that a building protected by the retaining wall is soaked in water for a long time, soil and stones on the building are loosened, and collapse of the building is aggravated can be effectively overcome, meanwhile, the water drainage holes are obliquely formed, and the situation that water flow reversely permeates in the water drainage process can be effectively prevented.
一种板式挡土墙及其施工方法，属于挡土墙技术领域，包括挡土板，所述挡土墙，所述挡土板连接处的其中一侧固定连接有拼装件，所述挡土板连接处的另一侧开设有卡接孔，所述拼装件呈U形设计，相邻的所述挡土板通过拼装件和卡接孔卡接，相邻的所述挡土板之间形成有缝隙层，所述缝隙层浇筑的材料为水泥基复合材料，所述挡土板上开设有排水孔，所述排水孔位于挡土板靠近增重组件的端部，所述排水孔在挡土板的内部呈倾斜设置，通过在挡土板上设置排水孔，能够有效的防止挡土墙所保护的建筑物长时间浸泡在水中，导致建筑上的土石松动，加剧建筑物坍塌的弊端，同时，设置排水孔呈倾斜设置，能够有效的防止排水过程中水流出现反向渗透的情况。
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