Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Fabricated beam-less thick-plate high-pile wharf structure and construction method thereof
The invention provides a fabricated beam-less thick-plate high-pile wharf structure, and relates to the technical field of high-pile wharfs. The fabricated beam-less thick-plate high-pile wharf structure comprises prefabricated thick plates, prefabricated connecting thick plates and pile foundations, holes are reserved in the prefabricated thick plates, the tops of the pile foundations are arranged in the holes, and the pile foundations are connected with the holes through first cast-in-situ joints. Lap joint grooves with longitudinal sections being L shapes are formed in two side walls of theprefabricated thick plates, the prefabricated connecting thick plates are built between the two adjacent lap joint grooves, the prefabricated connecting thick plates are connected with the two lap joint grooves through second cast-in-situ joints. The invention further provides a construction method of the fabricated beam-less thick-plate high-pile wharf structure. All parts of the fabricated beam-less thick-plate high-pile wharf structure are prefabricated in a factory, whole fabrication of a high-pile wharf is realized, the holes are reserved in the prefabricated thick plates, the holes arein grouting connection with the tops of the pile foundations, a pile cap, a longitudinal beam and a cross beam are not used, and the defects of tedious technologies of traditional high-pile wharf beam-plate lap joint and firstly pouring the pile cap or the cross beam on the pile foundations are overcome.
本发明提供了一种装配式无梁厚板高桩码头结构，涉及高桩码头的技术领域，包括：预制厚板、预制连接厚板和桩基，预制厚板上预留有孔洞，桩基的顶部设在孔洞内，桩基和孔洞之间通过第一现浇节点连接，预制厚板的两侧壁上均设有纵截面呈“L”字形的搭接槽，相邻的两搭接槽之间搭建有预制连接厚板，预制连接厚板与两搭接槽之间均通过第二现浇节点相连接，一种装配式无梁厚板高桩码头结构的施工方法，本发明的装配式无梁厚板高桩码头结构的各个部件均在工厂预制完成，实现高桩码头的全装配化，预制厚板上预留孔洞，孔洞和桩基的顶部之间灌浆连接，不使用桩帽、纵梁和横梁，克服传统高桩码头梁板搭接的繁琐工艺以及桩基上要先浇筑桩帽或横梁的缺点。
Fabricated beam-less thick-plate high-pile wharf structure and construction method thereof
The invention provides a fabricated beam-less thick-plate high-pile wharf structure, and relates to the technical field of high-pile wharfs. The fabricated beam-less thick-plate high-pile wharf structure comprises prefabricated thick plates, prefabricated connecting thick plates and pile foundations, holes are reserved in the prefabricated thick plates, the tops of the pile foundations are arranged in the holes, and the pile foundations are connected with the holes through first cast-in-situ joints. Lap joint grooves with longitudinal sections being L shapes are formed in two side walls of theprefabricated thick plates, the prefabricated connecting thick plates are built between the two adjacent lap joint grooves, the prefabricated connecting thick plates are connected with the two lap joint grooves through second cast-in-situ joints. The invention further provides a construction method of the fabricated beam-less thick-plate high-pile wharf structure. All parts of the fabricated beam-less thick-plate high-pile wharf structure are prefabricated in a factory, whole fabrication of a high-pile wharf is realized, the holes are reserved in the prefabricated thick plates, the holes arein grouting connection with the tops of the pile foundations, a pile cap, a longitudinal beam and a cross beam are not used, and the defects of tedious technologies of traditional high-pile wharf beam-plate lap joint and firstly pouring the pile cap or the cross beam on the pile foundations are overcome.
本发明提供了一种装配式无梁厚板高桩码头结构，涉及高桩码头的技术领域，包括：预制厚板、预制连接厚板和桩基，预制厚板上预留有孔洞，桩基的顶部设在孔洞内，桩基和孔洞之间通过第一现浇节点连接，预制厚板的两侧壁上均设有纵截面呈“L”字形的搭接槽，相邻的两搭接槽之间搭建有预制连接厚板，预制连接厚板与两搭接槽之间均通过第二现浇节点相连接，一种装配式无梁厚板高桩码头结构的施工方法，本发明的装配式无梁厚板高桩码头结构的各个部件均在工厂预制完成，实现高桩码头的全装配化，预制厚板上预留孔洞，孔洞和桩基的顶部之间灌浆连接，不使用桩帽、纵梁和横梁，克服传统高桩码头梁板搭接的繁琐工艺以及桩基上要先浇筑桩帽或横梁的缺点。
Fabricated beam-less thick-plate high-pile wharf structure and construction method thereof
一种装配式无梁厚板高桩码头结构及其施工方法
LI WU (Autor:in) / CHENG ZEKUN (Autor:in)
28.04.2020
Patent
Elektronische Ressource
Chinesisch
Fabricated high-pile wharf structure and construction method thereof
| Europäisches Patentamt | 2022
Modular fabricated high-pile wharf structure and construction method thereof
| Europäisches Patentamt | 2021
Fabricated high-pile wharf joint and construction method thereof
| Europäisches Patentamt | 2020