Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Oversize landslide anchor cable structure capable of deforming into cause during toppling
The embodiment of the invention provides an oversize landslide anchor cable structure with a dumping deformation cause, and relates to the field of anchor cable structures. The oversize landslide anchor cable structure comprises a rock-soil boundary line and a landslide body formed above the rock-soil boundary line, and the landslide position of the rock-soil boundary line and the landslide body is reinforced through an anchor cable frame beam. Meanwhile, the anchor cable frame beam comprises an anchor cable with the end located below the rock mass of the rock-soil boundary line and an anchoring assembly arranged at the end of the anchor cable, the anchoring assembly comprises an anchoring base and a reverse thrust ring which is arranged above the anchoring base and can float and rise along with slurry, and meanwhile supporting rings which can be injected with the slurry for limiting and fixing are arranged on the two sides of the anchoring base. After grout injected through the grouting pipe pushes the movable ring, the supporting ring can be limited and fixed, and meanwhile the grout can be evenly conveyed and distributed through the spiral conveying rod and the clamping block.
本申请实施例提供一种倾倒变形成因的特大型滑坡锚索结构，涉及锚索结构领域。一种倾倒变形成因的特大型滑坡锚索结构包括：岩土界线和岩土界线上方形成的滑坡体，在岩土界线与滑坡体通过锚索框架梁对其滑坡处进行滑坡加固，同时锚索框架梁包括端部位于岩土界线岩体以下的锚索和锚索端部设置的锚固组件，锚固组件包括锚固座和锚固座上方设置的可跟随浆液浮动上升的反推环，同时锚固座的两侧设置有可同浆液注入限位固定的支撑环，通过注浆管注入的浆液推动移动环后，其支撑环即可进行限位固定，同时通过螺旋输送杆和卡块即可对浆液均匀输送分布。
Oversize landslide anchor cable structure capable of deforming into cause during toppling
The embodiment of the invention provides an oversize landslide anchor cable structure with a dumping deformation cause, and relates to the field of anchor cable structures. The oversize landslide anchor cable structure comprises a rock-soil boundary line and a landslide body formed above the rock-soil boundary line, and the landslide position of the rock-soil boundary line and the landslide body is reinforced through an anchor cable frame beam. Meanwhile, the anchor cable frame beam comprises an anchor cable with the end located below the rock mass of the rock-soil boundary line and an anchoring assembly arranged at the end of the anchor cable, the anchoring assembly comprises an anchoring base and a reverse thrust ring which is arranged above the anchoring base and can float and rise along with slurry, and meanwhile supporting rings which can be injected with the slurry for limiting and fixing are arranged on the two sides of the anchoring base. After grout injected through the grouting pipe pushes the movable ring, the supporting ring can be limited and fixed, and meanwhile the grout can be evenly conveyed and distributed through the spiral conveying rod and the clamping block.
本申请实施例提供一种倾倒变形成因的特大型滑坡锚索结构，涉及锚索结构领域。一种倾倒变形成因的特大型滑坡锚索结构包括：岩土界线和岩土界线上方形成的滑坡体，在岩土界线与滑坡体通过锚索框架梁对其滑坡处进行滑坡加固，同时锚索框架梁包括端部位于岩土界线岩体以下的锚索和锚索端部设置的锚固组件，锚固组件包括锚固座和锚固座上方设置的可跟随浆液浮动上升的反推环，同时锚固座的两侧设置有可同浆液注入限位固定的支撑环，通过注浆管注入的浆液推动移动环后，其支撑环即可进行限位固定，同时通过螺旋输送杆和卡块即可对浆液均匀输送分布。
Oversize landslide anchor cable structure capable of deforming into cause during toppling
一种倾倒变形成因的特大型滑坡锚索结构
WU KAI (Autor:in) / ZHAO HAISONG (Autor:in) / SHAO JIANG (Autor:in) / ZHANG LEI (Autor:in) / WEI ANHUI (Autor:in) / WU JUNYAN (Autor:in)
31.01.2023
Patent
Elektronische Ressource
Chinesisch
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