黑龙江交通科技2024,Vol.47Issue(2) :87-89,93.

预应力先张法板梁裂缝防控

Crack Prevention and Control for Prestressed Pretensioned Slab Beams

毛安静
黑龙江交通科技2024,Vol.47Issue(2) :87-89,93.

预应力先张法板梁裂缝防控

Crack Prevention and Control for Prestressed Pretensioned Slab Beams

毛安静1
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作者信息

  • 1. 江苏森淼工程质量检测有限公司,江苏 镇江 212028
  • 折叠

摘要

先张法预应力板梁裂缝是一种较为普遍的质量通病,其形成的主要原因是由于施工过程中施工操作不当、工艺控制欠佳等.通过对预制板梁施工工艺进行改进,采取控制芯模上浮、合理设计混凝土配合比、规范浇筑工艺、控制保护层厚度、严格张力程序等措施,裂缝得到了有效控制.

Abstract

Cracks in pretensioned prestressed slab beams are a common quality problem,mainly caused by improper construction opera-tions and poor process control during the construction process.By improving the construction process of prefabricated slab beams,meas-ures such as controlling the floating of the core formwork,designing the concrete mix proportion reasonably,standardizing the pouring process,controlling the thickness of the protective layer,and implementing strict tension procedures have been taken to effectively con-trol cracks.

关键词

先张法/预应力/空心板

Key words

pretension method/prestress/hollow slab

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出版年

2024
黑龙江交通科技
黑龙江省交通科学研究所,黑龙江省交通科技情报总站

黑龙江交通科技

影响因子:0.977
ISSN:1008-3383
参考文献量4
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