跨箱梁门式墩盖梁支架方案对比分析
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作者单位:

1.中铁五局集团第二工程有限责任公司,湖南衡阳 421002 ;2.安徽省高速公路试验检测科研中心有限公司,安徽合肥 230088

作者简介:

晏竣(1995—),男,工程师,从事桥梁施工、临时结构计算工作。

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中图分类号:

U448.21+3

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Comparative analysis on scheme of cross-box girder portal pier cover beam support
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Affiliation:

1.NO.2 Engineering Co., Ltd.of China Railway NO.5 Engineering Group, Hengyang 421002 , Hunan, China ;2.Anhui Expressway Engineering Test and Research Center Co., Ltd., Hefei 230088 , Anhui, China

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    摘要:

    为研究跨箱梁的盖梁支架方案施工,文章结合实际情况,进行了“单跨双层贝雷梁”、“三跨单层贝雷梁”两种梁柱式支架方案设计,从工程造价、技术操作方面进行对比分析支架方案的优异性,并采用数值模拟分析支架方案的可行性,从而确定最合适的支架方案。结果表明:“单跨双层贝雷梁”支架方案,虽然可以满足现场安全施工需要,但在造价方面非常昂贵,技术操作难度较大,并不是最优方案;“三跨单层贝雷梁”支架方案,可以借助已架箱梁为基础,缩短支架跨度,减少贝雷片数量,可以明显节省工程造价,并且在技术操作上也方便很多,可以为类似工程提供参考。

    Abstract:

    In order to study the construction of the cover beam support scheme for cross box beams, this paper combines the actual situation and designs two types of beam column support schemes, namely "single span double layer Bailey beam" and "three span single layer Bailey beam". The rationality of the support scheme is compared and analyzed from the aspects of engineering cost, construction period, and technical operation. The feasibility of the support scheme is analyzed through numerical simulation to determine the most suitable support scheme. Through comparative analysis, it was found that the "single span double-layer Bailey beam" support scheme, although it can meet the needs of on-site safety construction, is very expensive in cost and technically difficult to operate, and is not the optimal solution; The "Three span Single layer Bailey Beam" support scheme can use the already installed box beam as the foundation, shorten the span of the support, reduce the number of Bailey pieces, significantly save project costs, and is also much more convenient in technical operation, which can provide reference for similar projects.

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晏竣,张楠.跨箱梁门式墩盖梁支架方案对比分析[J].工程建设,2025,57(5):55-62

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  • 收稿日期:2024-05-03
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  • 在线发布日期: 2025-11-17
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