大跨度预应力密肋梁屋盖高支模施工技术
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作者单位:

中国建筑第五工程局有限公司,湖南长沙 410000

作者简介:

靳涛(1995—),男,工程师,从事现场施工技术等方面的工作。

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中图分类号:

TU74;TU755.2

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Construction technology of high formwork for large-span prestressed ribbed beam roof
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China Construction Fifth Engineering Bureau Co., Ltd., Changsha, Hunan 410000 , China

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    摘要:

    高支模施工技术作为一种典型的模板施工技术,能够实现大跨度预应力密肋梁屋盖的施工要求。文章主要以郑州某商务产业园为研究背景,对大跨度密肋预应力梁盖施工的影响因素进行分析,并对大跨度高支模预应力密肋梁进行分析和计算,验证所设计的高支模架的整体稳定性。结果表明:当立杆间距越大,搭设步距越大,无剪刀撑时,高支模体系的稳定承载力越小;当高支模体系材料的立杆间距为 1200mm ,搭设步距为 1500mm ,扫地杆高度为 200mm 时,满足现场施工要求。本文结果可为同类工程设计提供参考。

    Abstract:

    As a typical formwork construction technique, high formwork construction technology can meet the construction requirements of large-span prestressed ribbed beam roofs. This article mainly takes a business industrial park in Zhengzhou as the research background, the influencing factors of large-span multi ribbed prestressed beam cover construction is analyzed, and the large-span high formwork prestressed multi ribbed beam is analyzed and calculated to verify the overall stability of the designed high formwork. The results show that the larger the spacing between the uprights and the larger the step distance of the erection, the smaller the stable bearing capacity of the high support formwork system without diagonal braces. In this project, the spacing between the uprights of the high formwork system material is 1200mm , the installation step distance is 1500mm , and the height of the sweeping rod is 200mm , which meets the requirements of on-site construction. The results of this article can provide reference for similar engineering designs in the future.

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靳涛,钱自成,高开朗,张紫光.大跨度预应力密肋梁屋盖高支模施工技术[J].工程建设,2025,57(2):56-61

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  • 收稿日期:2024-05-14
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  • 在线发布日期: 2025-11-27
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