高大模板支撑体系安全风险评价分析——以南昌某学校为例
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1.鹏业云通建设咨询有限公司;2.江西江业建设咨询有限公司

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    摘要:

    高支模区域楼板满堂支撑体系通常采用扣件式钢管架,但因为实际项目中的不确定因素导致坍塌事故时有发生。为了研究支撑体系的可靠性,本文采用工作-风险分解树方法对具体项目支撑体系的风险情况进行分析,分析结果显示:基本工作中模板搭设安装工程和混凝土浇筑存在的风险相对较大,风险度分别为32.82和32.80;基本风险中人为过失和拆模时间过短这两项影响因素风险最大,分别为7.3060和7.1936。通过保障使用材料要求和避免支撑体系失稳进行局部安全控制,通过确保施工工人的安全和保持模板系统的结构完整性进行人为安全控制,通过对混凝土浇筑全过程跟踪进行浇筑安全控制,可以有效保障高大模板支撑体安全。

    Abstract:

    The full-floor support system of the high-formwork area usually adopts a fastener-type steel pipe frame, but collapse accidents often occur due to uncertain factors in actual projects. In order to study the reliability of the support system, this paper uses the work-risk decomposition tree method to analyse the risk situation of the support system of a specific project. The analysis results show that the risks of formwork erection and installation engineering and concrete pouring in the basic work are relatively large, with risk levels of 32.82 and 32.80 respectively; the two influencing factors of human error and short formwork removal time in the basic risks are the most risky, with risks of 7.3060 and 7.1936 respectively. The safety of tall formwork supports can be effectively guaranteed by ensuring the use of material requirements and avoiding the instability of the support system for local safety control, ensuring the safety of construction workers and maintaining the structural integrity of the formwork system for human safety control, and tracking the entire process of concrete pouring for pouring safety control.

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  • 收稿日期:2024-10-09
  • 最后修改日期:2024-12-29
  • 录用日期:2024-12-31
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