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A platform for research: civil engineering, architecture and urbanism
Reinforced soil retaining wall structure formed by filling soil in limited range outside side slope and construction method of reinforced soil retaining wall structure
The invention relates to a reinforced soil retaining wall structure formed by filling soil within a limited range outside a side slope and a construction method thereof.The reinforced soil retaining wall structure comprises a step located on one side of the side slope, a plurality of anchor rods are inserted into the step and are sequentially arranged in the transverse direction and the longitudinal direction, and two second cohesive soil layers and a second geogrid are arranged at the top of the side slope; the multiple reinforced soil retaining walls are located on the sides, away from the side slope, of the steps and used for improving the stability of the side slope, the anchoring reinforcing mesh is arranged on one side of the steps and used for preventing the reinforced soil retaining walls from slipping, and the anchoring assemblies are arranged in the anchor rods and used for anchoring the reinforced soil retaining walls. The anchor rod is used for improving the stability between the anchor rod and the slope; the defects that in the prior art, the overall stability of a filling body is insufficient, the whole filling body is a potential sliding body, the engineering cost is increased, the engineering difficulty is improved, and the stability of a pile anchor and a side slope is insufficient are overcome.
本发明涉及一种边坡外有限范围内填土形成加筋土挡墙结构及其施工方法，包括位于边坡一侧的阶梯，阶梯内插接有多个锚杆，且多个锚杆依次呈横向与纵向排布，边坡的顶部设有两个第二粘性土层和第二土工格栅，且第二粘性土层和第二土工格栅自下而上交替排布，多个加筋土挡墙，位于阶梯远离边坡的一侧，用于增加边坡的稳定性，锚固钢筋网，设置在阶梯的一侧，用于防止加筋土挡墙出现滑移现象，锚固组件，设置于锚杆内，用于增加锚杆与边坡之间的稳固性；解决现有技术中填土体本身的整体稳定性不足，整个填土均为潜在滑动体，增加工程造价，且工程难度提高，以及桩锚与边坡的稳定不足的缺点。
Reinforced soil retaining wall structure formed by filling soil in limited range outside side slope and construction method of reinforced soil retaining wall structure
The invention relates to a reinforced soil retaining wall structure formed by filling soil within a limited range outside a side slope and a construction method thereof.The reinforced soil retaining wall structure comprises a step located on one side of the side slope, a plurality of anchor rods are inserted into the step and are sequentially arranged in the transverse direction and the longitudinal direction, and two second cohesive soil layers and a second geogrid are arranged at the top of the side slope; the multiple reinforced soil retaining walls are located on the sides, away from the side slope, of the steps and used for improving the stability of the side slope, the anchoring reinforcing mesh is arranged on one side of the steps and used for preventing the reinforced soil retaining walls from slipping, and the anchoring assemblies are arranged in the anchor rods and used for anchoring the reinforced soil retaining walls. The anchor rod is used for improving the stability between the anchor rod and the slope; the defects that in the prior art, the overall stability of a filling body is insufficient, the whole filling body is a potential sliding body, the engineering cost is increased, the engineering difficulty is improved, and the stability of a pile anchor and a side slope is insufficient are overcome.
本发明涉及一种边坡外有限范围内填土形成加筋土挡墙结构及其施工方法，包括位于边坡一侧的阶梯，阶梯内插接有多个锚杆，且多个锚杆依次呈横向与纵向排布，边坡的顶部设有两个第二粘性土层和第二土工格栅，且第二粘性土层和第二土工格栅自下而上交替排布，多个加筋土挡墙，位于阶梯远离边坡的一侧，用于增加边坡的稳定性，锚固钢筋网，设置在阶梯的一侧，用于防止加筋土挡墙出现滑移现象，锚固组件，设置于锚杆内，用于增加锚杆与边坡之间的稳固性；解决现有技术中填土体本身的整体稳定性不足，整个填土均为潜在滑动体，增加工程造价，且工程难度提高，以及桩锚与边坡的稳定不足的缺点。
Reinforced soil retaining wall structure formed by filling soil in limited range outside side slope and construction method of reinforced soil retaining wall structure
边坡外有限范围内填土形成加筋土挡墙结构及其施工方法
SHAN LIANJUN (author) / YAN RIJIN (author) / DENG CAN (author) / LIN WEIBO (author) / LI XISONG (author)
2023-03-14
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
| European Patent Office | 2018
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