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Landslide mass reinforcing method
The invention provides a landslide mass reinforcing method. The landslide mass reinforcing method comprises an outside intercepting ditch building step, an anti-slide pile construction step, a first pitching drainage construction step, a retaining wall construction step and a first platform intercepting ditch construction step, wherein the outside intercepting ditch building step comprises the following steps of: building an outside intercepting ditch around the periphery of a landslide mass; the anti-slide pile construction step comprises the following steps of: drilling a plurality of drill holes; placing reinforcement cages in the drill holes and pouring concrete to form anti-slide piles; sleeving cap beams at the free ends of the anti-slide piles; the first pitching drainage construction step comprises the following steps of: embedding a plurality of first drainage pipes into the landslide mass, wherein first drainage holes are formed in the peripheral walls of the first drainage pipes; the retaining wall construction step comprises the following steps of: building a retaining wall at one end, close to a road, of the landslide mass; and the first platform intercepting ditch construction step comprises the following step of: building a first platform intercepting ditch. The landslide mass reinforcing method can effectively enhance the anti-slide stability of the landslide mass, prevents the landslide mass from losing stability, avoids damage to the road, and reduces the maintenance cost of the road.
本发明提供一种滑坡体加固方法,包括界外截水沟砌筑步骤、抗滑桩施工步骤、第一仰斜排水施工步骤、挡墙施工步骤及第一平台截水沟施工步骤,界外截水沟砌筑步骤包括:环绕滑坡体的外围砌筑界外截水沟;抗滑桩施工步骤包括:钻出多个钻孔;在钻孔内放置钢筋笼并灌注混凝土形成抗滑桩;在多个抗滑桩的自由端套设帽梁;第一仰斜排水施工步骤包括:将多个第一排水管嵌入滑坡体内,第一排水管的周壁开设有第一排水孔;挡墙施工步骤包括:在滑坡体靠近公路的一端砌筑挡墙;第一平台截水沟施工步骤包括:砌筑第一平台截水沟。本发明滑坡体加固方法能够有效增强滑坡体的抗滑稳定性,防止滑坡体失稳,避免对公路造成破坏,降低公路的维护费用。
Landslide mass reinforcing method
The invention provides a landslide mass reinforcing method. The landslide mass reinforcing method comprises an outside intercepting ditch building step, an anti-slide pile construction step, a first pitching drainage construction step, a retaining wall construction step and a first platform intercepting ditch construction step, wherein the outside intercepting ditch building step comprises the following steps of: building an outside intercepting ditch around the periphery of a landslide mass; the anti-slide pile construction step comprises the following steps of: drilling a plurality of drill holes; placing reinforcement cages in the drill holes and pouring concrete to form anti-slide piles; sleeving cap beams at the free ends of the anti-slide piles; the first pitching drainage construction step comprises the following steps of: embedding a plurality of first drainage pipes into the landslide mass, wherein first drainage holes are formed in the peripheral walls of the first drainage pipes; the retaining wall construction step comprises the following steps of: building a retaining wall at one end, close to a road, of the landslide mass; and the first platform intercepting ditch construction step comprises the following step of: building a first platform intercepting ditch. The landslide mass reinforcing method can effectively enhance the anti-slide stability of the landslide mass, prevents the landslide mass from losing stability, avoids damage to the road, and reduces the maintenance cost of the road.
本发明提供一种滑坡体加固方法,包括界外截水沟砌筑步骤、抗滑桩施工步骤、第一仰斜排水施工步骤、挡墙施工步骤及第一平台截水沟施工步骤,界外截水沟砌筑步骤包括:环绕滑坡体的外围砌筑界外截水沟;抗滑桩施工步骤包括:钻出多个钻孔;在钻孔内放置钢筋笼并灌注混凝土形成抗滑桩;在多个抗滑桩的自由端套设帽梁;第一仰斜排水施工步骤包括:将多个第一排水管嵌入滑坡体内,第一排水管的周壁开设有第一排水孔;挡墙施工步骤包括:在滑坡体靠近公路的一端砌筑挡墙;第一平台截水沟施工步骤包括:砌筑第一平台截水沟。本发明滑坡体加固方法能够有效增强滑坡体的抗滑稳定性,防止滑坡体失稳,避免对公路造成破坏,降低公路的维护费用。
Landslide mass reinforcing method
一种滑坡体加固方法
HAN YONGYANG (author) / LEI JUNLONG (author) / WANG KUNPENG (author) / LU CHENGGANG (author) / SHANG JIANMING (author) / SONG ZHENHUA (author) / LIANG SHOUJIN (author) / DONG TAO (author) / LIU CHUNLONG (author) / WANG ZHANLONG (author)
2021-06-25
Patent
Electronic Resource
Chinese
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