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Urban road collapsible loess roadbed non-excavation reinforcing structure and method
The invention discloses a non-excavation reinforcing structure and method for a collapsible loess roadbed of an urban road, belongs to the field of urban road engineering, and solves the problems of pavement settlement, cracking, collapse and other diseases caused by roadbed instable subsidence due to water immersion of the collapsible loess roadbed of the constructed urban road. Anti-seepage curtains are arranged on the two sides of a roadbed disease area, jet grouting pile reinforcing bodies and powder spraying pile reinforcing bodies are arranged between the anti-seepage curtains on the two sides, the jet grouting pile reinforcing bodies and the powder spraying pile reinforcing bodies are arranged in a staggered mode at intervals, and the jet grouting pile reinforcing bodies are located below a roadway wheel path line. The reinforcing method comprises the steps that a roadbed disease area needing to be reinforced is determined; arranging hole positions of a jet grouting pile reinforcing body and a powder spraying pile reinforcing body; construction of a jet grouting pile reinforcing body is conducted, and meanwhile construction is conducted on an anti-seepage curtain; and after 7 days, powder spraying pile reinforcing body construction is carried out. Through the prevention and treatment combined reinforcing structure and method, the problem of collapsible loess roadbed damage of the built urban road is thoroughly solved, excavation construction of the road is avoided, and the traffic influence is reduced.
本发明公开了一种城市道路湿陷性黄土路基非开挖加固结构及方法,属于城市道路工程领域,解决了已建城市道路湿陷性黄土路基由于路基浸水失稳沉陷导致路面沉降、开裂、塌陷等病害的问题。本发明在路基病害区两侧设有防渗帷幕,两侧防渗帷幕之间设有旋喷桩加固体和粉喷桩加固体,旋喷桩加固体和粉喷桩加固体间隔交错布置,旋喷桩加固体位于车行道轮迹线下方。加固方法:确定需要进行加固的路基病害区;布置旋喷桩加固体和粉喷桩加固体的孔位;进行旋喷桩加固体施工,同时对防渗帷幕进行施工;7天后进行粉喷桩加固体施工。本发明通过防治结合的加固结构和方法,彻底解决了已建城市道路湿陷性黄土路基病害问题,避免对道路的开挖施工,减小交通影响。
Urban road collapsible loess roadbed non-excavation reinforcing structure and method
The invention discloses a non-excavation reinforcing structure and method for a collapsible loess roadbed of an urban road, belongs to the field of urban road engineering, and solves the problems of pavement settlement, cracking, collapse and other diseases caused by roadbed instable subsidence due to water immersion of the collapsible loess roadbed of the constructed urban road. Anti-seepage curtains are arranged on the two sides of a roadbed disease area, jet grouting pile reinforcing bodies and powder spraying pile reinforcing bodies are arranged between the anti-seepage curtains on the two sides, the jet grouting pile reinforcing bodies and the powder spraying pile reinforcing bodies are arranged in a staggered mode at intervals, and the jet grouting pile reinforcing bodies are located below a roadway wheel path line. The reinforcing method comprises the steps that a roadbed disease area needing to be reinforced is determined; arranging hole positions of a jet grouting pile reinforcing body and a powder spraying pile reinforcing body; construction of a jet grouting pile reinforcing body is conducted, and meanwhile construction is conducted on an anti-seepage curtain; and after 7 days, powder spraying pile reinforcing body construction is carried out. Through the prevention and treatment combined reinforcing structure and method, the problem of collapsible loess roadbed damage of the built urban road is thoroughly solved, excavation construction of the road is avoided, and the traffic influence is reduced.
本发明公开了一种城市道路湿陷性黄土路基非开挖加固结构及方法,属于城市道路工程领域,解决了已建城市道路湿陷性黄土路基由于路基浸水失稳沉陷导致路面沉降、开裂、塌陷等病害的问题。本发明在路基病害区两侧设有防渗帷幕,两侧防渗帷幕之间设有旋喷桩加固体和粉喷桩加固体,旋喷桩加固体和粉喷桩加固体间隔交错布置,旋喷桩加固体位于车行道轮迹线下方。加固方法:确定需要进行加固的路基病害区;布置旋喷桩加固体和粉喷桩加固体的孔位;进行旋喷桩加固体施工,同时对防渗帷幕进行施工;7天后进行粉喷桩加固体施工。本发明通过防治结合的加固结构和方法,彻底解决了已建城市道路湿陷性黄土路基病害问题,避免对道路的开挖施工,减小交通影响。
Urban road collapsible loess roadbed non-excavation reinforcing structure and method
一种城市道路湿陷性黄土路基非开挖加固结构及方法
HE TIANQIN (author) / MA TIANBIN (author) / JIA RUI (author) / LI WENDONG (author) / LI SHENGPENG (author) / XI LONGFEI (author) / ZHAO ZHENHUA (author)
2023-08-29
Patent
Electronic Resource
Chinese
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