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Construction method of fabricated multi-stage truss unloading platform for slope reinforcement
The invention relates to the technical field of slope support, and discloses a construction method of an assembly type multi-stage truss unloading platform for slope reinforcement, comprising the following steps: S1, prefabricating a truss unloading platform; s2, the mounting position of a first-stage truss unloading platform is determined, and the first-stage truss unloading platform is vertically pressed into a soil body on the soil facing side of the pile plate retaining wall by means of a static pressure pile planting machine; and S3, the mounting position of the next-stage truss unloading platform is determined, and the next-stage truss unloading platform is vertically pressed into a soil body on the soil facing side of the pile plate retaining wall by means of a static pressure pile planting machine. According to the technical scheme, the soil pressure borne by the pile plate retaining wall can be effectively reduced, the purpose of reinforcing the pile plate retaining wall is achieved, and the site of the free side of the pile plate retaining wall is not occupied.
本发明涉及边坡支护技术领域，公开了边坡加固用装配式多级桁架卸荷平台的施工方法，包括以下步骤：S1：预制桁架卸荷平台；S2：确定第一级桁架卸荷平台的安装位置，借助静压植桩机，将第一级桁架卸荷平台垂直压入桩板挡墙迎土侧的土体内；S3：确定下一级桁架卸荷平台的安装位置，借助静压植桩机，将下一级桁架卸荷平台垂直压入桩板挡墙迎土侧的土体内。本发明的技术方案能够有效的减小桩板挡墙所承受的土压力，起到加固桩板挡墙的目的，且不占用桩板挡墙临空侧的场地。
Construction method of fabricated multi-stage truss unloading platform for slope reinforcement
The invention relates to the technical field of slope support, and discloses a construction method of an assembly type multi-stage truss unloading platform for slope reinforcement, comprising the following steps: S1, prefabricating a truss unloading platform; s2, the mounting position of a first-stage truss unloading platform is determined, and the first-stage truss unloading platform is vertically pressed into a soil body on the soil facing side of the pile plate retaining wall by means of a static pressure pile planting machine; and S3, the mounting position of the next-stage truss unloading platform is determined, and the next-stage truss unloading platform is vertically pressed into a soil body on the soil facing side of the pile plate retaining wall by means of a static pressure pile planting machine. According to the technical scheme, the soil pressure borne by the pile plate retaining wall can be effectively reduced, the purpose of reinforcing the pile plate retaining wall is achieved, and the site of the free side of the pile plate retaining wall is not occupied.
本发明涉及边坡支护技术领域，公开了边坡加固用装配式多级桁架卸荷平台的施工方法，包括以下步骤：S1：预制桁架卸荷平台；S2：确定第一级桁架卸荷平台的安装位置，借助静压植桩机，将第一级桁架卸荷平台垂直压入桩板挡墙迎土侧的土体内；S3：确定下一级桁架卸荷平台的安装位置，借助静压植桩机，将下一级桁架卸荷平台垂直压入桩板挡墙迎土侧的土体内。本发明的技术方案能够有效的减小桩板挡墙所承受的土压力，起到加固桩板挡墙的目的，且不占用桩板挡墙临空侧的场地。
Construction method of fabricated multi-stage truss unloading platform for slope reinforcement
边坡加固用装配式多级桁架卸荷平台的施工方法
YANG LIU (author) / DENG JIHUI (author) / LYU PENGCHENG (author) / WU XIAONING (author) / HE ZHUQIANG (author) / YU DONGSHENG (author) / HU ZHUTI (author) / BIAN YIWEI (author) / OU ZHEJIN (author) / LEI HAN (author)
2024-03-15
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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