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某高层外爬塔吊预应力钢结构支承架设计
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(北京市建筑工程研究院有限责任公司 北京 100039)

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尧金金

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TU394

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Design of prestressed steel structure support frame for a high-rise external climbing tower crane
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(Beijing Institute of Construction Engineering Co., LTD., Beijing 100039, China)

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    摘要:

    针对天津现代城结构的施工特点,钢结构塔吊支承架设计是保障施工安全的重要前提。在进行塔吊支承架设计时,埋件及节点的设计尤为重要。本文对埋件节点进行了有限元分析及混凝土抗冲切验算,由于核心筒墙体厚度较小,混凝土抗冲切不能满足要求,为使混凝土及埋件强度满足要求,采取预应力张拉进行加固,以保证钢结构支承架在施工过程中的安全。

    Abstract:

    According to the construction characteristics of Tianjin modern city structure, the design of steel tower suspension support is an important premise to ensure the construction safety. The design of embedded parts and joints is particularly important in the erection of tower crane support. In this paper, the finite element analysis of the embedded node and the concrete punching check calculation are carried out. Due to the small thickness of the core tube wall, the concrete punching resistance cannot meet the requirements. In order to make the strength of the concrete and the embedded part meet the requirements, prestressed tensile reinforcement is adopted to ensure the safety of the steel structure support frame in the construction process.

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引用本文

Jinjin Yao, Bin Shen, Feng Wang Design of prestressed steel structure support frame for a high-rise external climbing tower crane. Prestress Technology 2013,17(06):26-31. 10.59238/j. pt.2013.06.005

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  • 在线发布日期: 2023-08-06
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