大型集成组装式造楼平台装备连接构造及分析

引用文献:

王小安 王明亮 王庆春 苏雨萌. 大型集成组装式造楼平台装备连接构造及分析[J]. 建筑结构,2022,48(12):102-108.

WANG Xiaoan WANG Mingliang WANG Qingchun SU Yumeng. The connection structure and analysis of large-scale integrated building platform equipment[J]. Building Structure,2022,48(12):102-108.

作者:王小安 王明亮 王庆春 苏雨萌
单位:上海建工集团股份有限公司 上海高大结构建造工艺与装备工程技术研究中心
摘要:对大型集成组成式造楼平台装备的连接节点构造和计算分析进行了详细介绍,对集成造楼平台的竖向支撑装置、侧向支撑装置及顶部伸缩式连接结构在塔机工作和爬升状态下的承载性能进行计算,采用MIDAS和ABAQUS有限元软件建模进行结构受力分析,提出针对性的设计和加固措施。同时,对相互协同工作的施工工艺进行阐述。这些节点构造为垂直运输塔机与整体钢平台模架装备的一体化提供参考和借鉴,通过整体钢平台模架装备与垂直运输塔机等超高层大型施工机械设备的集成,从而为超高层建造提供了一种同时具备材料垂直运输及混凝土结构施工操作功能的集成造楼平台装备,实现混凝土结构与钢结构协同施工。
关键词:集成平台;连接构造;竖向支撑;侧向支撑;顶部伸缩式连接结构
作者简介:王小安,博士,教授级高级工程师,主要从事智能建造装备及施工控制技术研究及产业化研究,Email:wangxiaoan@scgtc.com.cn。
基金:国家重点研发计划(2018YFC0705800)。
尊敬的用户,本篇文章需要2元,点击支付交费后阅读
参考文献[1] 秦鹏飞,王小安.钢梁与筒架交替支撑式整体钢平台模架同步顶升控制技术研究[C]//2019全国模板脚手架工程创新技术交流会暨首届工程建设行业杰出科技青年论坛论文集.天津,2019:8-13.
[2] 黄玉林,夏巨伟.超高结构建造的钢柱筒架交替支撑式液压爬升整体钢平台模架体系计算分析[J].建筑施工,2016,38(6):743-746.
[3] 林海,龚剑,倪杰,等.整体提升钢平台系统在广州新电视塔核心筒施工中的应用[J].施工技术,2009,38(4):29-32.
[4] 龚剑.超高结构建造整体钢平台模架装备技术[M].北京:中国建筑工业出版社,2020.
[5] 龚剑,房霆宸.整体钢平台模架装备技术研发及应用[J].建筑结构,2021,51(17):141-144,42.
[6] 整体爬升钢平台模架技术标准:JGJ 459—2019[S].北京:中国建筑工业出版社,2019.
[7] WANG X A,QIN P F,SU Y M,et al.A life-cycle design method for temporary fabricated steel structure in an integrated self-climbing scaffolding and formwork system for super high-rise concrete structure construction [C]//12th Pacific Structural Steel Conference.Tokyo,2019.
[8] WANG X A,QIN P F,SU Y M.Study on the support system of temporary steel structure for the construction of super high-rise building[C]//International Conference on Advances in Steel Structures (ICASS′2020).Chengdu,2020.
[9] 混凝土结构设计规范:GB 50010—2010 [S].2015年版.北京:中国建筑工业出版社,2015.
The connection structure and analysis of large-scale integrated building platform equipment
WANG Xiaoan WANG Mingliang WANG Qingchun SU Yumeng
(Shanghai Construction Group Co., Ltd. Shanghai Engineering Research Center of Mega Structure Construction Technology and Equipment)
Abstract: The connection node structure and calculation analysis of large-scale integrated building platform equipment were introduced in detail. The bearing performance of the vertical support device, lateral support device and top telescopic connection structure of the integrated building platform under the working and climbing state of the tower crane was calculated, which was established and analyzed by MIDAS and ABAQUS finite element software, and targeted design and reinforcement measures were put forward. At the same time, the construction technology of mutual cooperation work was expounded. The connection structures provide reference for the integration of vertical transport tower crane and integral steel platform formwork equipment. Through the integration of integral steel platform formwork equipment and large construction equipment such as vertical transportation tower crane, the integrated building platform equipment is constructed with the functions of material vertical transportation and concrete structure construction operation for super high-rise construction, which realizes the cooperative construction of concrete structure and steel structure.
Keywords: integration platform; connection structure; vertical support; lateral support; top telescopic connection structure
405 0 0
文字:     A-     A+     默认 取消