A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Soft soil roadbed and construction method thereof
The invention relates to a soft soil roadbed and a construction method thereof.According to the main technical scheme, the soft soil roadbed comprises a roadbed layer, a plurality of pipe piles and a circular bearing frame, the roadbed layer is arranged on a soft soil layer and sequentially comprises a sand cushion layer, a first gravel layer, a second gravel layer and a concrete layer from bottom to top; the lower portions of the pipe piles are inserted into the soft soil layer, the upper portions of the pipe piles are located in the first gravel layer, every four adjacent pipe piles form a pipe pile set, the bearing frame is located at the hollow position of the pipe pile set and located at the junction of the first gravel layer and the second gravel layer, and the peripheral portion of the bearing frame is connected with the ends of the four pipe piles. By arranging the bearing frame, the downward pressure from the road surface is transmitted to the pipe piles, so that the effective bearing area of the soft soil roadbed is increased, and the risk of local settlement is reduced.
本申请涉及一种软土路基及其施工方法，其中主要技术方案为一种软土路基，其包括路基层、多个管桩和圆形承载框架，所述路基层设置于软土层上，路基层从下至上依次包括砂垫层、第一碎石层、第二碎石层和混凝土层，所述管桩的下部插入软土层中，管桩的上部位于第一碎石层中，相邻四个管桩组成管桩组，承载框架位于管桩组的中空处，且承载框架位于第一碎石层与第二碎石层的交界处，承载框架的外周部位与四个管桩的端部相连接。本申请通过设置承载框架，以将来自道路面的下压力传递给管桩，从而增大软土路基的有效承载面积，减少局部沉降的风险。
Soft soil roadbed and construction method thereof
The invention relates to a soft soil roadbed and a construction method thereof.According to the main technical scheme, the soft soil roadbed comprises a roadbed layer, a plurality of pipe piles and a circular bearing frame, the roadbed layer is arranged on a soft soil layer and sequentially comprises a sand cushion layer, a first gravel layer, a second gravel layer and a concrete layer from bottom to top; the lower portions of the pipe piles are inserted into the soft soil layer, the upper portions of the pipe piles are located in the first gravel layer, every four adjacent pipe piles form a pipe pile set, the bearing frame is located at the hollow position of the pipe pile set and located at the junction of the first gravel layer and the second gravel layer, and the peripheral portion of the bearing frame is connected with the ends of the four pipe piles. By arranging the bearing frame, the downward pressure from the road surface is transmitted to the pipe piles, so that the effective bearing area of the soft soil roadbed is increased, and the risk of local settlement is reduced.
本申请涉及一种软土路基及其施工方法，其中主要技术方案为一种软土路基，其包括路基层、多个管桩和圆形承载框架，所述路基层设置于软土层上，路基层从下至上依次包括砂垫层、第一碎石层、第二碎石层和混凝土层，所述管桩的下部插入软土层中，管桩的上部位于第一碎石层中，相邻四个管桩组成管桩组，承载框架位于管桩组的中空处，且承载框架位于第一碎石层与第二碎石层的交界处，承载框架的外周部位与四个管桩的端部相连接。本申请通过设置承载框架，以将来自道路面的下压力传递给管桩，从而增大软土路基的有效承载面积，减少局部沉降的风险。
Soft soil roadbed and construction method thereof
一种软土路基及其施工方法
JIANG QINGFENG (author) / FANG GUANGLING (author) / LIN TING (author) / YU YISI (author)
2023-03-21
Patent
Electronic Resource
Chinese
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