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Gradient retaining construction method suitable for multi-step high and steep slope
The invention discloses a gradient retaining construction method suitable for a multi-step high and steep slope, which comprises the following steps of: S1, respectively carrying out survey lofting before excavation of an edge and front slope and in the construction process of the edge and front slope; s2, constructing a water interception gutter; s3, anti-slide pile construction; s4, anti-slide pile detection; s5, carrying out layered excavation on the side slope of the anchor rod pile plate wall; s6, the anchor rod pile plate wall is constructed; s7, earth excavation is conducted on the anchor rod frame beam and the anchor rod retaining wall; s8, anchor rod frame beam construction; s9, anchor rod retaining wall construction; s10, the slope of the pre-stressed anchor cable retaining wall is excavated in a And S11, the pre-stressed anchor cable retaining wall is constructed.
本发明公开了一种适于多台阶高陡边坡渐变式支挡施工方法,包括如下步骤:S1、在边仰坡开挖前及边仰坡施工过程中,分别进行测量放样;S2、截水天沟施做;S3、抗滑桩施工;S4、抗滑桩检测;S5、锚杆桩桩板墙边坡分层开挖;S6、锚杆桩桩板墙施工;S7、锚杆框架梁、锚杆挡土墙部位土方开挖;S8、锚杆框架梁施工;S9、锚杆挡土墙施工;S10、预应力锚索挡土墙边坡分层开挖;以及S11、预应力锚索挡土墙施工。
Gradient retaining construction method suitable for multi-step high and steep slope
The invention discloses a gradient retaining construction method suitable for a multi-step high and steep slope, which comprises the following steps of: S1, respectively carrying out survey lofting before excavation of an edge and front slope and in the construction process of the edge and front slope; s2, constructing a water interception gutter; s3, anti-slide pile construction; s4, anti-slide pile detection; s5, carrying out layered excavation on the side slope of the anchor rod pile plate wall; s6, the anchor rod pile plate wall is constructed; s7, earth excavation is conducted on the anchor rod frame beam and the anchor rod retaining wall; s8, anchor rod frame beam construction; s9, anchor rod retaining wall construction; s10, the slope of the pre-stressed anchor cable retaining wall is excavated in a And S11, the pre-stressed anchor cable retaining wall is constructed.
本发明公开了一种适于多台阶高陡边坡渐变式支挡施工方法,包括如下步骤:S1、在边仰坡开挖前及边仰坡施工过程中,分别进行测量放样;S2、截水天沟施做;S3、抗滑桩施工;S4、抗滑桩检测;S5、锚杆桩桩板墙边坡分层开挖;S6、锚杆桩桩板墙施工;S7、锚杆框架梁、锚杆挡土墙部位土方开挖;S8、锚杆框架梁施工;S9、锚杆挡土墙施工;S10、预应力锚索挡土墙边坡分层开挖;以及S11、预应力锚索挡土墙施工。
Gradient retaining construction method suitable for multi-step high and steep slope
适于多台阶高陡边坡渐变式支挡施工方法
WANG LEI (author) / LONG TING (author) / XIAO HAIRONG (author) / HUANG XILIN (author)
2022-11-29
Patent
Electronic Resource
Chinese
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