Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Berthing structure, construction method thereof, high pile cap foundation and construction method of high pile cap foundation
The invention discloses a berthing structure, a construction method of the berthing structure, a high pile cap foundation and a construction method of the high pile cap foundation. The berthing structure comprises a berthing sleeve body, the berthing sleeve body comprises a first berthing sleeve and a second berthing sleeve, the first berthing sleeve and the second berthing sleeve are detachably connected, and a containing space capable of containing a steel pipe pile is formed after the first berthing sleeve and the second berthing sleeve are detachably connected; the climbing and leaning structure is welded and fixed with the first berthing sleeve; and the grouting line is used for grouting the gap between the berthing sleeve body and the steel pipe pile. The installation of the berthing structure is not limited by the construction sequence, the berthing structure can be installed before the construction of the bearing platform main body structure and can also be installed after the construction of the bearing platform main body structure, the installation flexibility of the berthing structure is improved, the offshore construction progress can be more reasonably arranged, the construction period of a high pile bearing platform foundation is shortened, and the construction cost is reduced. And construction of the high pile cap foundation can be completed in a short construction window period.
本发明公开了一种靠泊结构及其施工方法、高桩承台基础及其施工方法。该靠泊结构包括靠船套管本体，靠船套管本体包括第一靠泊套管和第二靠泊套管，第一靠泊套管和第二靠泊套管可拆卸连接，且第一靠泊套管和第二靠泊套管可拆卸连接后形成能够容纳钢管桩的容纳空间；登靠结构，登靠结构与第一靠泊套管焊接固定；以及灌浆线路，用于对靠船套管本体和钢管桩之间的间隙进行灌浆。该靠泊结构的安装不受施工顺序的限制，既可以在承台主体结构施工之前进行安装，也可以在承台主体结构施工之后进行安装，提高了靠泊结构的安装灵活性，可以更加合理的安排海上施工进度，缩短高桩承台基础的施工工期，有利于高桩承台基础在较短的施工窗口期内完成施工。
Berthing structure, construction method thereof, high pile cap foundation and construction method of high pile cap foundation
The invention discloses a berthing structure, a construction method of the berthing structure, a high pile cap foundation and a construction method of the high pile cap foundation. The berthing structure comprises a berthing sleeve body, the berthing sleeve body comprises a first berthing sleeve and a second berthing sleeve, the first berthing sleeve and the second berthing sleeve are detachably connected, and a containing space capable of containing a steel pipe pile is formed after the first berthing sleeve and the second berthing sleeve are detachably connected; the climbing and leaning structure is welded and fixed with the first berthing sleeve; and the grouting line is used for grouting the gap between the berthing sleeve body and the steel pipe pile. The installation of the berthing structure is not limited by the construction sequence, the berthing structure can be installed before the construction of the bearing platform main body structure and can also be installed after the construction of the bearing platform main body structure, the installation flexibility of the berthing structure is improved, the offshore construction progress can be more reasonably arranged, the construction period of a high pile bearing platform foundation is shortened, and the construction cost is reduced. And construction of the high pile cap foundation can be completed in a short construction window period.
本发明公开了一种靠泊结构及其施工方法、高桩承台基础及其施工方法。该靠泊结构包括靠船套管本体，靠船套管本体包括第一靠泊套管和第二靠泊套管，第一靠泊套管和第二靠泊套管可拆卸连接，且第一靠泊套管和第二靠泊套管可拆卸连接后形成能够容纳钢管桩的容纳空间；登靠结构，登靠结构与第一靠泊套管焊接固定；以及灌浆线路，用于对靠船套管本体和钢管桩之间的间隙进行灌浆。该靠泊结构的安装不受施工顺序的限制，既可以在承台主体结构施工之前进行安装，也可以在承台主体结构施工之后进行安装，提高了靠泊结构的安装灵活性，可以更加合理的安排海上施工进度，缩短高桩承台基础的施工工期，有利于高桩承台基础在较短的施工窗口期内完成施工。
Berthing structure, construction method thereof, high pile cap foundation and construction method of high pile cap foundation
靠泊结构及其施工方法、高桩承台基础及其施工方法
ZHOU YIMING (Autor:in) / YAO ZHONGYUAN (Autor:in) / HUANG ZHAOJING (Autor:in) / CHEN XINYU (Autor:in) / JIANG JUNRONG (Autor:in) / LI DONG (Autor:in) / LU WENLONG (Autor:in) / LIU ZHI (Autor:in) / CHEN XINMING (Autor:in) / GUO YUTONG (Autor:in)
23.09.2022
Patent
Elektronische Ressource
Chinesisch
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