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A platform for research: civil engineering, architecture and urbanism
High-altitude overrun cantilever shear wall construction method
The invention mainly relates to the field of high-altitude cantilever shear wall buildings, in particular to a high-altitude overrun cantilever shear wall construction method. The method comprises the following steps: S1, determining a construction thought; s2, construction simulation analysis; s3, construction of an overhanging operation platform; s4, supporting cantilever beam hidden beam construction; s5, construction of the lower section of the cantilever wall; and S6, construction of the upper section of the cantilever wall. The safety problem of cantilever wall supporting in the superaltitude building field at present is solved. Wherein the cantilever I-shaped steel operation platform system is mounted by adopting a modular construction method, so that the construction cost caused by a full-space supporting operation platform measure is greatly reduced; stress simulation calculation and deformation analysis are carried out for the modular construction stage of the cantilever wall, it is guaranteed that the adopted construction scheme is scientific and reasonable, and the influence on structure safety is minimum; the modularized layered construction of the cantilever wall can greatly improve the construction efficiency and the construction quality, obviously reduce the operation and shorten the construction period, has good economic benefits and social benefits, and is worthy of being applied and popularized in structural systems of the same type.
本发明主要涉及高空悬臂剪力墙建筑领域，具体的说是一种高空超限悬臂剪力墙施工方法。本方法包括：S1确定施工思路；S2施工模拟分析；S3悬挑作业平台施工；S4支撑挑梁暗梁施工；S5悬臂墙下段施工；S6悬臂墙上段施工六个步骤；解决了目前在超高空建筑领域的悬臂墙支设的安全性问题；其中采用模块化施工方法安装悬挑工字钢操作平台体系，大大减少满堂支撑操作平台措施造成的施工成本；针对悬臂墙模块化施工阶段进行受力模拟计算，进行变形分析，保障所采用的施工方案科学合理，对结构安全影响最小；悬臂墙模块化分层施工可以极大地提高施工效率和施工质量，明显减少作业和缩短工期，具有良好的经济效益和社会效益，值得在同类型结构体系中应用推广。
High-altitude overrun cantilever shear wall construction method
The invention mainly relates to the field of high-altitude cantilever shear wall buildings, in particular to a high-altitude overrun cantilever shear wall construction method. The method comprises the following steps: S1, determining a construction thought; s2, construction simulation analysis; s3, construction of an overhanging operation platform; s4, supporting cantilever beam hidden beam construction; s5, construction of the lower section of the cantilever wall; and S6, construction of the upper section of the cantilever wall. The safety problem of cantilever wall supporting in the superaltitude building field at present is solved. Wherein the cantilever I-shaped steel operation platform system is mounted by adopting a modular construction method, so that the construction cost caused by a full-space supporting operation platform measure is greatly reduced; stress simulation calculation and deformation analysis are carried out for the modular construction stage of the cantilever wall, it is guaranteed that the adopted construction scheme is scientific and reasonable, and the influence on structure safety is minimum; the modularized layered construction of the cantilever wall can greatly improve the construction efficiency and the construction quality, obviously reduce the operation and shorten the construction period, has good economic benefits and social benefits, and is worthy of being applied and popularized in structural systems of the same type.
本发明主要涉及高空悬臂剪力墙建筑领域，具体的说是一种高空超限悬臂剪力墙施工方法。本方法包括：S1确定施工思路；S2施工模拟分析；S3悬挑作业平台施工；S4支撑挑梁暗梁施工；S5悬臂墙下段施工；S6悬臂墙上段施工六个步骤；解决了目前在超高空建筑领域的悬臂墙支设的安全性问题；其中采用模块化施工方法安装悬挑工字钢操作平台体系，大大减少满堂支撑操作平台措施造成的施工成本；针对悬臂墙模块化施工阶段进行受力模拟计算，进行变形分析，保障所采用的施工方案科学合理，对结构安全影响最小；悬臂墙模块化分层施工可以极大地提高施工效率和施工质量，明显减少作业和缩短工期，具有良好的经济效益和社会效益，值得在同类型结构体系中应用推广。
High-altitude overrun cantilever shear wall construction method
一种高空超限悬臂剪力墙施工方法
DONG CHUANYI (author) / LIANG XUELEI (author) / GUO HONGTAO (author) / LYU JUNQIANG (author) / XI XIAO (author)
2022-08-30
Patent
Electronic Resource
Chinese
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