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Floating state pouring construction method of caisson, caisson body structure and caisson type structure foundation
The invention relates to the technical field of dock structure construction, in particular to a caisson floating state pouring construction method, a caisson body structure and a caisson type structural foundation.The caisson floating state pouring construction method comprises first-time floating state pouring, and the first-time floating state pouring comprises the step that first concrete is poured to form a bottom plate; and the caisson is transported to an installation area after the first floating state pouring. By the adoption of the construction method, the construction process can be conducted in stages, a dock construction area near a wharf does not need to be occupied by first-time floating-state pouring, the caisson is consigned to the construction area through tugboats and other equipment after first-time floating-state pouring, and then follow-up pouring is conducted; and after pouring is completed, water can be injected into the caisson to complete final bottom sinking installation, so that the construction period of the caisson occupying the wharf area can be greatly shortened compared with cofferdam construction from hauling to the installation position, and compared with the large-range occupied area of a cofferdam, the caisson is compact in structure and small in occupied area, and the construction cost is reduced. And berthing of wharf ships is not affected.
本发明涉及船坞结构施工技术领域,具体涉及一种沉箱的浮态浇筑施工方法、箱体结构及沉箱式的结构基础,沉箱的浮态浇筑施工方法包括第一次浮态浇筑,第一次浮态浇筑包括浇筑第一混凝土形成底板,第一次浮态浇筑后将沉箱运输至安装区域。采用本发明的施工方法可将施工过程分阶段进行,其中第一次浮态浇筑不需要占用码头附近的船坞施工区域,第一次浮态浇筑后再利用拖船等设备将沉箱托运至施工区域,再进行后续浇筑,浇筑完成后即可向沉箱中注水来完成最终的沉底安装,因此从拖运至安装位置开始起算,占用码头区域的沉箱的施工相较于围堰施工可极大地缩短工期,并且相较于围堰大范围的占地面积,沉箱结构紧凑、占地面积小,不会影响码头船舶的停靠。
Floating state pouring construction method of caisson, caisson body structure and caisson type structure foundation
The invention relates to the technical field of dock structure construction, in particular to a caisson floating state pouring construction method, a caisson body structure and a caisson type structural foundation.The caisson floating state pouring construction method comprises first-time floating state pouring, and the first-time floating state pouring comprises the step that first concrete is poured to form a bottom plate; and the caisson is transported to an installation area after the first floating state pouring. By the adoption of the construction method, the construction process can be conducted in stages, a dock construction area near a wharf does not need to be occupied by first-time floating-state pouring, the caisson is consigned to the construction area through tugboats and other equipment after first-time floating-state pouring, and then follow-up pouring is conducted; and after pouring is completed, water can be injected into the caisson to complete final bottom sinking installation, so that the construction period of the caisson occupying the wharf area can be greatly shortened compared with cofferdam construction from hauling to the installation position, and compared with the large-range occupied area of a cofferdam, the caisson is compact in structure and small in occupied area, and the construction cost is reduced. And berthing of wharf ships is not affected.
本发明涉及船坞结构施工技术领域,具体涉及一种沉箱的浮态浇筑施工方法、箱体结构及沉箱式的结构基础,沉箱的浮态浇筑施工方法包括第一次浮态浇筑,第一次浮态浇筑包括浇筑第一混凝土形成底板,第一次浮态浇筑后将沉箱运输至安装区域。采用本发明的施工方法可将施工过程分阶段进行,其中第一次浮态浇筑不需要占用码头附近的船坞施工区域,第一次浮态浇筑后再利用拖船等设备将沉箱托运至施工区域,再进行后续浇筑,浇筑完成后即可向沉箱中注水来完成最终的沉底安装,因此从拖运至安装位置开始起算,占用码头区域的沉箱的施工相较于围堰施工可极大地缩短工期,并且相较于围堰大范围的占地面积,沉箱结构紧凑、占地面积小,不会影响码头船舶的停靠。
Floating state pouring construction method of caisson, caisson body structure and caisson type structure foundation
沉箱的浮态浇筑施工方法、箱体结构及沉箱式的结构基础
GOU HAOPING (Autor:in) / ZHONG SIMING (Autor:in) / ZHOU ZHAOYU (Autor:in) / LIANG ZHU (Autor:in) / DENG SHIMIN (Autor:in)
20.09.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
Europäisches Patentamt | 2019
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