Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
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 (Autor:in) / LEI JUNLONG (Autor:in) / WANG KUNPENG (Autor:in) / LU CHENGGANG (Autor:in) / SHANG JIANMING (Autor:in) / SONG ZHENHUA (Autor:in) / LIANG SHOUJIN (Autor:in) / DONG TAO (Autor:in) / LIU CHUNLONG (Autor:in) / WANG ZHANLONG (Autor:in)
25.06.2021
Patent
Elektronische Ressource
Chinesisch
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