A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Sheet-pile wall structure and roadbed structure
The invention provides a sheet-pile wall structure and a roadbed structure, and relates to the field of civil engineering. The sheet-pile wall structure comprises a plurality of anti-slide pile structure units and breast boards which are arranged at intervals in the front-back direction. Each anti-slide pile structure unit comprises a cross beam and two anti-slide piles arranged at intervals in the left-right direction, and the two anti-slide piles are connected through the cross beam. Every two adjacent anti-slide piles in the front-back direction are connected through at least one breast board. And all the anti-slide piles and the breast boards jointly define a filling space for filling the reinforced soil roadbed. The two opposite anti-slide piles in the left-right direction are connected through the cross beam, and the relative stability of the two anti-slide piles can be guaranteed. In some special terrains, the vertical length of the overground part of the sheet-pile wall needs to be increased, the cross beam can guarantee the stability of the cantilever part, the situation that the overground part of the anti-slide pile shakes due to the fact that the cantilever is too longis avoided, and the sheet-pile wall structure can meet the use requirements of some situations with higher requirements for the vertical protection height.
本申请提供了一种桩板墙结构及路基结构，涉及土建工程领域。桩板墙结构包括沿前后方向间隔布置多个抗滑桩结构单元和挡土板。每个抗滑桩结构单元包括横梁和沿左右方向间隔布置的两个抗滑桩，两个抗滑桩通过横梁连接。在前后方向上的每相邻的两个抗滑桩通过至少一个挡土板连接。全部抗滑桩和挡土板共同界定出填充加筋土路基的填充空间。在左右方向上相对的两个抗滑桩通过横梁连接，能够保证两个抗滑桩的相对稳定性。在一些特殊地形需要增加桩板墙地上部分的竖向长度，横梁能够保证悬臂部分的稳定性，避免出现抗滑桩地上部分因悬臂太长而出现晃动，使得该桩板墙结构能够满足一些对垂直防护高度要求更高的情况的使用要求。
Sheet-pile wall structure and roadbed structure
The invention provides a sheet-pile wall structure and a roadbed structure, and relates to the field of civil engineering. The sheet-pile wall structure comprises a plurality of anti-slide pile structure units and breast boards which are arranged at intervals in the front-back direction. Each anti-slide pile structure unit comprises a cross beam and two anti-slide piles arranged at intervals in the left-right direction, and the two anti-slide piles are connected through the cross beam. Every two adjacent anti-slide piles in the front-back direction are connected through at least one breast board. And all the anti-slide piles and the breast boards jointly define a filling space for filling the reinforced soil roadbed. The two opposite anti-slide piles in the left-right direction are connected through the cross beam, and the relative stability of the two anti-slide piles can be guaranteed. In some special terrains, the vertical length of the overground part of the sheet-pile wall needs to be increased, the cross beam can guarantee the stability of the cantilever part, the situation that the overground part of the anti-slide pile shakes due to the fact that the cantilever is too longis avoided, and the sheet-pile wall structure can meet the use requirements of some situations with higher requirements for the vertical protection height.
本申请提供了一种桩板墙结构及路基结构，涉及土建工程领域。桩板墙结构包括沿前后方向间隔布置多个抗滑桩结构单元和挡土板。每个抗滑桩结构单元包括横梁和沿左右方向间隔布置的两个抗滑桩，两个抗滑桩通过横梁连接。在前后方向上的每相邻的两个抗滑桩通过至少一个挡土板连接。全部抗滑桩和挡土板共同界定出填充加筋土路基的填充空间。在左右方向上相对的两个抗滑桩通过横梁连接，能够保证两个抗滑桩的相对稳定性。在一些特殊地形需要增加桩板墙地上部分的竖向长度，横梁能够保证悬臂部分的稳定性，避免出现抗滑桩地上部分因悬臂太长而出现晃动，使得该桩板墙结构能够满足一些对垂直防护高度要求更高的情况的使用要求。
Sheet-pile wall structure and roadbed structure
一种桩板墙结构及路基结构
GUO RUI (author) / CHEN SHENGCHAO (author) / HU YONGFU (author) / MAO BIN (author) / CHEN JIE (author) / SHAN JUN (author) / XIANG XIAOYANG (author)
2020-08-25
Patent
Electronic Resource
Chinese
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