桥梁隧道施工中灌浆技术的应用研究
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摘要
桥梁隧道属于我国公路交通中的重要组成部分,在进行桥梁隧道施工时需要应用许多施工技术,灌浆技术就是其中的一种。因为我国地大物博,而且地形种类繁多,在山地、河流及丘陵地带进行公路施工时,大多需要依靠桥梁隧道来进行,因此桥梁隧道施工中,灌浆技术的应用显得非常重要,灌浆技术能够保证桥梁隧道施工的质量以及安全性,对桥梁隧道施工的整体进度以及工程质量都具有重要影响,因此在本文中就将对桥梁隧道施工中灌浆法的应用进行分析。
Bridge tunnels belong to an important part of highway traffic in China. Many construction techniques are needed in the construction of bridge tunnels and the grouting technology is one of them. Because of the large variety of terrains in China and a wide variety of terrain, in the road construction in mountain, river and hilly areas, it needs to rely on bridge tunnels to carry out, so in the bridge tunnel construction, grouting technology is very important. Grouting technology can ensure the quality and safety of bridge tunnel construction and has an important impact on the overall progress of bridge tunnel construction and the quality of the project. This paper analyzes the application of grouting technology in the bridge tunnel construction.
Bridge tunnels belong to an important part of highway traffic in China. Many construction techniques are needed in the construction of bridge tunnels and the grouting technology is one of them. Because of the large variety of terrains in China and a wide variety of terrain, in the road construction in mountain, river and hilly areas, it needs to rely on bridge tunnels to carry out, so in the bridge tunnel construction, grouting technology is very important. Grouting technology can ensure the quality and safety of bridge tunnel construction and has an important impact on the overall progress of bridge tunnel construction and the quality of the project. This paper analyzes the application of grouting technology in the bridge tunnel construction.
引文
[1]王丽云,李建萍,黄志坚.浅谈灌浆法在桥梁加固中的应用[A].广东省公路学会桥梁工程专业委员会学术交流论文集[C].2004.
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[4]徐明新.隧道初期支护安全性评价理论与方法研究[D].北京交通大学,2009.
[5]秦翔,乔保国.大体积混凝土裂缝产生的原因及预防措施[A].河南省建筑业行业优秀论文集(2009)[C].2009.
[6]徐建华.桥梁支座灌浆施工工艺及易产生问题的原因分析与对策措施探讨[J].大科技·科技天地,2011(05):286.
[2]南琛,张民庆.城市基坑工程注浆技术及其应用[J].铁道工程学报,2007(11).
[3]吕明军,刘超,李鹏,王道申,孙新国.大体积混凝土结构裂缝成因与控制探讨[A].第五届全国膨胀剂和混凝土应用技术研讨会论文集(2)[C].2009.
[4]徐明新.隧道初期支护安全性评价理论与方法研究[D].北京交通大学,2009.
[5]秦翔,乔保国.大体积混凝土裂缝产生的原因及预防措施[A].河南省建筑业行业优秀论文集(2009)[C].2009.
[6]徐建华.桥梁支座灌浆施工工艺及易产生问题的原因分析与对策措施探讨[J].大科技·科技天地,2011(05):286.