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预制墩台钢抱箍止水技术研究应用

Research and application of the water stop technology of prefabricated pier and abutment with steel hoop

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承台与钢管桩间止水是预制墩台安装的关键工序,需实现干作业环境进行后浇孔施工,预制墩台安装止水难度大.为提高墩台安装的施工效率及提升止水质量,根据工程需求设计托盘顶升止水方案和钢抱箍止水方案,从操作性及经济性方面优选钢抱箍止水方案进行预制墩台止水施工,抱箍通过精轧螺纹钢筋连接于钢管桩顶部吊梁,抱箍顶面与承台底部间设置单峰止水带,顶升吊梁压缩该止水带实现水平向止水,抱箍与钢管桩之间抱紧压缩橡胶板实现竖向止水.通过同比例模拟试验并根据试验结果进行优化改进,钢抱箍止水工艺可满足施工止水需求,实现了8 m水头差情况下干作业环境,具有效率高、止水效果好、可周转使用等优点.
The water stop between the pier cap and the steel pipe pile is a key process for the installation of prefabricated piers and abutments.It is difficult to install the water stop for prefabricated piers and abutments because the construction of post cast holes needs to be carried out in a dry working environment.In order to improve the construction efficiency of pier and abutment installation and improve the water stop quality,the tray lifting water stop scheme and steel hoop water stop scheme are designed according to the project requirements,and the steel hoop water stop scheme is optimized from the operational and economic aspects to carry out the prefabricated pier and abutment water stop construction.The hoop is connected to the hanging beam at the top of the steel pipe pile through the fine rolled threaded reinforcement.A single peak water stop is set between the top surface of the hoop and the bottom of the pile cap.The lifting beam compresses the water stop to achieve horizontal water stop,and the compression rubber plate is tightly held between the hoop and the steel pipe pile to achieve vertical water stop.Through the same scale simulation experiments and optimization improvement based on the test results,the steel hoop water stop process can meet the construction water stop demand,and realize the dry operation environment under the water head difference of 8 meters.It has the advantages of high efficiency,good water stop effect,and recyclable use.

prefabricated piers and abutmentswater stop technologysteel hoopsimulation experiment

蒋福刚、韦博

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天津设计之都城市发展有限公司,天津 300300

中交天津港湾工程研究院有限公司,天津 300222

预制墩台 止水技术 钢抱箍 模拟试验

2024

中国港湾建设
中国交通建设股份有限公司

中国港湾建设

CSTPCD
影响因子:0.447
ISSN:1003-3688
年,卷(期):2024.44(12)