一种拉锚体结构及应力分散型拉锚体系施工方法
By designing a steel-concrete composite tie rod and a multi-set anchor block structure, the problems of dense arrangement and anti-sliding stability of retaining structures in existing technologies are solved. This achieves efficient anchoring and stress dispersion without the need for dense arrangement, thereby improving the overall stability and anti-sliding capacity of the fill.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- 四川路航建设工程有限责任公司
- Filing Date
- 2025-08-06
- Publication Date
- 2026-07-17
AI Technical Summary
Existing anchoring technologies require dense placement in retaining structures, which cannot effectively solve the problems of anti-sliding and anti-overturning stability in fill areas, and cannot adapt to uneven settlement.
A steel-concrete composite tie rod and multiple sets of anchor blocks are used, combined with wall ties and bolster grooves, to form a tie-anchor system. Through the design of the multi-layer tie-anchor system and anchor block structure, stress is dispersed and the anchoring effect is enhanced. The surface friction of the steel-concrete tie rod and the frontal resistance of the anchor blocks are used, along with the slider and bolster structure to adapt to settlement deformation.
It achieves efficient anchoring without the need for dense arrangement, enhances tensile anchoring force, reduces stress concentration, improves the overall stability and anti-slip ability of the filling body, adapts to uneven settlement, and ensures normal operation of the structure under deformation.
Smart Images
Figure CN120666767B_ABST