Anchor cable structure for reinforcing deformed rock mass and construction method: Fid-Bau Portal

Anchor cable structure for reinforcing deformed rock mass and construction method

ZENG YONG / ZHOU ZHONG / ZHANG GONGPING / ZHENG FUGANG

The invention discloses an anchor cable structure for reinforcing a deformed rock mass and a construction method, and belongs to the technical field of design and manufacturing of constructional engineering structures. According to the anchor cable structure for reinforcing the deformed rock mass and the construction method, the anti-corrosion capacity is remarkably improved, and construction is relatively convenient. The anchor cable structure comprises a slope rock-soil body provided with an anchoring hole, a consolidation body, steel strands, an inner installation fixing assembly, a shaping supporting fixing assembly and a tensioning outer installation fixing assembly, and the steel strands are consolidated to the closed end of the anchoring hole through the inner installation fixing assembly under the cooperation of the consolidation body. The ends, extending out of the anchoring holes, of the steel strands are fixedly connected to the outer sides of the opening ends of the anchoring holes through the tensioning outer installation fixing assemblies, the relative positions of the steel strands in the anchoring holes are determined through the shaping supporting fixing assemblies, and the parts, located at the two ends of the anchoring holes, of the steel strands are connected with the fixedly connected bodies at the corresponding positions in an adhesive mode.

本发明公开了一种用于变形岩体加固的锚索结构及施工方法，属于建筑工程结构物设计制造技术领域。提供一种防腐能力显著提高，施工相对方便的于变形岩体加固的锚索结构及施工方法。所述的锚索结构包括设置有锚固孔的边坡岩土本体、固结体、钢绞线、内安装固定组件、定型支撑固定组件和张拉外安装固定组件，各根钢绞线通过内安装固定组件在固结体的配合下固结在锚固孔的封闭端上，各根钢绞线伸出锚固孔的一端通过张拉外安装固定组件固结在锚固孔开口端的外侧，各根钢绞线通过定型支撑固定组件确定的其在锚固孔中的相对位置，位于锚固孔两端的那一部分钢绞线分别与相应位置的固结体粘接连接。

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