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Structure for reinforcing wharf pile foundation by adopting basalt fiber sleeve and construction method
The invention discloses a structure for reinforcing a wharf pile foundation through a basalt fiber sleeve and a construction method.The structure comprises the basalt fiber sleeve, a sealing rubber strip and a cement-based grouting material layer, the basalt fiber sleeve is installed on the outer side of the pile foundation, the sealing rubber strip is arranged at the bottom of the pile foundation and the bottom of the basalt fiber sleeve, and the cement-based grouting material layer is arranged on the cement-based grouting material layer; and a cement-based grouting material layer is poured into an area formed between the pile foundation and the basalt fiber sleeve. The construction method comprises the following steps: carrying out surface treatment on the damaged beam bottom; roughening the surface of the pile foundation; mounting a basalt fiber sleeve; mounting a bottom sealing rubber strip; and pouring a cement-based grouting material. The basalt fiber sleeve has the advantages of being environmentally friendly, low in cost, rich in yield and the like, the national green and low-carbon development concept is met, the construction cost is reduced, construction operation is easy and convenient, the construction period is shortened, construction efficiency is improved, construction maintenance is not needed in the later period, and reference significance is provided for application of basalt fibers to the fields of water conservancy projects and maritime work.
本申请公开了采用玄武岩纤维套筒加固码头桩基的结构及施工方法,该结构包括:玄武岩纤维套筒、密封胶条以及水泥基灌浆料层,其中,玄武岩纤维套筒安装在桩基外侧,密封胶条设置在桩基及玄武岩纤维套筒的底部,在桩基与所述玄武岩纤维套筒之间形成的区域内灌注水泥基灌浆料层。该施工方法,包括:对受损梁底进行表面处理;对桩基表面进行粗糙处理;安装玄武岩纤维套筒;安装底部密封胶条;灌注水泥基灌浆料。本申请采用玄武岩纤维套筒具有绿色环保,成本低,产量丰富等特点,符合国家绿色低碳发展理念,并且降低施工成本,施工操作简便,缩短施工工期,提高施工效率,后期无需施工维修养护,为玄武岩纤维应用于水工、海工领域提供了参考意义。
Structure for reinforcing wharf pile foundation by adopting basalt fiber sleeve and construction method
The invention discloses a structure for reinforcing a wharf pile foundation through a basalt fiber sleeve and a construction method.The structure comprises the basalt fiber sleeve, a sealing rubber strip and a cement-based grouting material layer, the basalt fiber sleeve is installed on the outer side of the pile foundation, the sealing rubber strip is arranged at the bottom of the pile foundation and the bottom of the basalt fiber sleeve, and the cement-based grouting material layer is arranged on the cement-based grouting material layer; and a cement-based grouting material layer is poured into an area formed between the pile foundation and the basalt fiber sleeve. The construction method comprises the following steps: carrying out surface treatment on the damaged beam bottom; roughening the surface of the pile foundation; mounting a basalt fiber sleeve; mounting a bottom sealing rubber strip; and pouring a cement-based grouting material. The basalt fiber sleeve has the advantages of being environmentally friendly, low in cost, rich in yield and the like, the national green and low-carbon development concept is met, the construction cost is reduced, construction operation is easy and convenient, the construction period is shortened, construction efficiency is improved, construction maintenance is not needed in the later period, and reference significance is provided for application of basalt fibers to the fields of water conservancy projects and maritime work.
本申请公开了采用玄武岩纤维套筒加固码头桩基的结构及施工方法,该结构包括:玄武岩纤维套筒、密封胶条以及水泥基灌浆料层,其中,玄武岩纤维套筒安装在桩基外侧,密封胶条设置在桩基及玄武岩纤维套筒的底部,在桩基与所述玄武岩纤维套筒之间形成的区域内灌注水泥基灌浆料层。该施工方法,包括:对受损梁底进行表面处理;对桩基表面进行粗糙处理;安装玄武岩纤维套筒;安装底部密封胶条;灌注水泥基灌浆料。本申请采用玄武岩纤维套筒具有绿色环保,成本低,产量丰富等特点,符合国家绿色低碳发展理念,并且降低施工成本,施工操作简便,缩短施工工期,提高施工效率,后期无需施工维修养护,为玄武岩纤维应用于水工、海工领域提供了参考意义。
Structure for reinforcing wharf pile foundation by adopting basalt fiber sleeve and construction method
采用玄武岩纤维套筒加固码头桩基的结构及施工方法
GU KUNPENG (Autor:in) / LUAN HONG (Autor:in) / GAO JIANYUE (Autor:in) / LIU SINAN (Autor:in) / ZHANG JUNTAO (Autor:in) / LIN WEIWEI (Autor:in) / GE SHIYAN (Autor:in) / LI MING (Autor:in) / YANG ZHENHUA (Autor:in) / WANG YIHENG (Autor:in)
05.08.2022
Patent
Elektronische Ressource
Chinesisch
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