Anchoring bolt support seat design method and construction method of assembled cantilever retaining wall

By adopting a systematic anchor support design method, combined with shear and tensile-bending design, the technical gap in anchor support design for prefabricated cantilever retaining walls has been filled, enabling dry assembly, improving construction efficiency and safety, and reducing material waste and construction costs.

CN122406802APending Publication Date: 2026-07-17CHINA RAILWAY ERYUAN ENGINEERING GROUP CO LTD

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
CHINA RAILWAY ERYUAN ENGINEERING GROUP CO LTD
Filing Date
2026-06-12
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

The existing prefabricated cantilever retaining walls lack systematic parameter design and stress calculation methods in the design of anchor bolt supports, resulting in overly conservative designs or insufficient strength, which limits their large-scale promotion. Furthermore, the construction process relies on temporary supports and a large amount of wet work, affecting construction efficiency and safety.

Method used

This paper provides a design method for anchor bolt supports of prefabricated cantilever retaining walls. Through systematic and refined parameter calculations of shear and tensile-bending design, including precise docking of angle steel, shear keys and shear grooves of the anchor bolt supports, dry mechanical assembly is achieved, reducing on-site wet work and temporary supports.

Benefits of technology

This achieves a balance between the safety and reliability of anchor bolt supports and the economy of materials, shortens the construction cycle, improves construction efficiency and safety, and reduces material waste and construction costs.

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Abstract

本发明涉及装配式悬臂式挡土墙技术领域,特别涉及一种装配式悬臂式挡土墙的锚栓托座设计方法及施工方法。该方法将托座受力模型解耦为顺序可互换的抗剪设计与抗拉弯设计。抗剪设计根据主动土压力和抗剪槽局部抗压承载力,计算抗剪键腹板厚度及翼缘宽度,并通过预设构造尺寸限制条件循环校验并动态调整抗剪键数量;抗拉弯设计根据纵筋抵抗的弯矩及锚栓抗拉承载力,依次计算受拉侧锚栓总面积与单根直径、角钢加劲肋厚度与焊脚尺寸及角钢厚度。该设计方法填补了现有干式拼接挡土墙重构造、轻计算的技术空白,提供了系统化的定量参数设计与受力验算体系,有效解决了设计保守浪费材料或强度不足引发坍塌的工程痛点,实现了受力安全与经济性的平衡。
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