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A platform for research: civil engineering, architecture and urbanism
Construction method of ship lock floating bollard second-stage concrete hinge type integral steel core mold
The invention discloses a construction method of a ship lock floating bollard second-stage concrete hinge type integral steel core mold, which relates to the technical field of ship lock floating bollards. The method comprises steps of construction preparation, construction lofting, buoy detection, safety construction measure, embedded part installation, concrete construction and completion acceptance. In order to better and faster complete the construction task, technicians participating in engineering construction should be organized in a unified manner, an operation instruction of each process is compiled, a large amount of work is carried out from the aspects of determination of a construction technical scheme, allocation of personnel and equipment, storage of goods and materials and the like, related test work is carefully carried out in advance, sufficient preparation is made for development of the whole project, a hinge type integral steel core mold is adopted for second-stage concrete of the floating bollard of the ship lock, and the thickness of a steel plate is 5 mm. The construction method of the ship lock floating bollard second-stage concrete hinge type integral steelcore mold has the advantages that the stability of the mold plate is improved, and the problem of cable drifting caused by instability of the mold plate is solved.
本发明公开了一种船闸浮式系船柱二期混凝土铰链式整体钢芯模施工工法，涉及船闸浮式系船柱技术领域，包括施工准备，施工放样，浮筒检测，安全施工措施，预埋件安装，砼施工，竣工验收，所述为了更好、更快的完成施工任务，应统一组织参与本工程施工的技术人员，编制各工序作业指导书，从施工技术方案的确定、人员和设备的配置到物资的储备等各个方面均进行大量的工作，认真提前做好有关的试验工作，为整个工程的开展做好充足的准备，船闸浮式系船柱二期混凝土采用铰链式整体钢芯模，钢板厚度为5mm。该船闸浮式系船柱二期混凝土铰链式整体钢芯模施工工法，它具有增加模板稳定性的优点，解决了模板不稳定造成带缆飘荡的问题。
Construction method of ship lock floating bollard second-stage concrete hinge type integral steel core mold
The invention discloses a construction method of a ship lock floating bollard second-stage concrete hinge type integral steel core mold, which relates to the technical field of ship lock floating bollards. The method comprises steps of construction preparation, construction lofting, buoy detection, safety construction measure, embedded part installation, concrete construction and completion acceptance. In order to better and faster complete the construction task, technicians participating in engineering construction should be organized in a unified manner, an operation instruction of each process is compiled, a large amount of work is carried out from the aspects of determination of a construction technical scheme, allocation of personnel and equipment, storage of goods and materials and the like, related test work is carefully carried out in advance, sufficient preparation is made for development of the whole project, a hinge type integral steel core mold is adopted for second-stage concrete of the floating bollard of the ship lock, and the thickness of a steel plate is 5 mm. The construction method of the ship lock floating bollard second-stage concrete hinge type integral steelcore mold has the advantages that the stability of the mold plate is improved, and the problem of cable drifting caused by instability of the mold plate is solved.
本发明公开了一种船闸浮式系船柱二期混凝土铰链式整体钢芯模施工工法，涉及船闸浮式系船柱技术领域，包括施工准备，施工放样，浮筒检测，安全施工措施，预埋件安装，砼施工，竣工验收，所述为了更好、更快的完成施工任务，应统一组织参与本工程施工的技术人员，编制各工序作业指导书，从施工技术方案的确定、人员和设备的配置到物资的储备等各个方面均进行大量的工作，认真提前做好有关的试验工作，为整个工程的开展做好充足的准备，船闸浮式系船柱二期混凝土采用铰链式整体钢芯模，钢板厚度为5mm。该船闸浮式系船柱二期混凝土铰链式整体钢芯模施工工法，它具有增加模板稳定性的优点，解决了模板不稳定造成带缆飘荡的问题。
Construction method of ship lock floating bollard second-stage concrete hinge type integral steel core mold
一种船闸浮式系船柱二期混凝土铰链式整体钢芯模施工工法
CAO LINGTAO (author)
2020-10-27
Patent
Electronic Resource
Chinese
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