A combined raft structure integrating rotation and translation functions
CN121363225BActive Publication Date: 2026-08-28CHINA CONSTR FOURTH BUREAU FOURTH CONSTR ENG
Patent Information
- Application Number
- CN202511285893.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2025-09-10
- Publication Date
- 2026-08-28
- Estimated Expiration
- 2045-09-10
AI Technical Summary
Technical Problem
[0003]现有的筏板技术的缺陷为位移精度低:依赖人工测量和经验调整,难以实现毫米级精度控制,尤其在复杂曲线移位或旋转角度调整时误差显著;施工效率低:滑道定位、筏板浇筑与移位轨道的匹配性依赖现场放样,BIM技术仅用于前期建模,未贯穿施工全过程,导致各工序衔接误差大以及施工效率低:滑道定位、筏板浇筑与移位轨道的匹配性依赖现场放样,BIM技术仅用于前期建模,未贯穿施工全过程,导致各工序衔接误差大以及材料浪费严重:旋转筏板与平移筏板重复配筋,钢筋、混凝土用量比实际需求多出26%
Benefits of technology
[0018]1.本发明所述的一种集旋转与平移功能于一体的组合筏板结构,本发明实现了一体化滑道系统:设计弧形旋转滑道与直线平移滑道的渐变过渡节点,避免分拆施工,实现两种移位模式的无缝衔接;BIM精准控制:利用BIM技术统一建模,精准规划旋转中心(坐标原点)和平移基准线,确保复合移位全程误差≤±3mm;复合受力优化:通过有限元分析旋转与平移的叠加荷载,针对性调整筏板配筋和滑道梁截面,降低结构安全风险以及提升施工效率:滑道梁一次性浇筑成型,减少模板拆装和节点重建工序,缩短工期并降低材料损耗的目的。
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Figure CN121363225B_ABST
Abstract
The application belongs to the technical field of building engineering displacement, and particularly relates to a combined raft structure integrating rotation and translation functions, which comprises a rotating raft, the side surface of the rotating raft is provided with a slide beam stand column, the side surface of the slide beam stand column is fixedly connected with a slide beam, the application realizes an integrated slide system, a gradual transition node of an arc-shaped rotating slide and a linear translation slide is designed to avoid split construction and realize seamless connection of two displacement modes, BIM precise control is realized by using BIM technology to uniformly model, a rotating center and a translation reference line are precisely planned to ensure that the whole-process error of composite displacement is less than or equal to 3 mm, composite stress optimization is realized by analyzing the superimposed load of rotation and translation through finite element analysis, the raft reinforcement and the slide beam section are adjusted accordingly to reduce the structural safety risk, and construction efficiency is improved, the slide beam is integrally cast to reduce the template disassembly and node reconstruction process, the construction period is shortened, and the material loss is reduced.
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Citation Information
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