Prefabricated assembled wharf structure capable of being rapidly formed
A prefabricated assembly and wharf technology, applied in water conservancy projects, sea area engineering, climate change adaptation, etc., to achieve the effect of reducing wave force, less types and quantities, and greater self-stabilization
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Publication Date
- 2021-10-01
Smart Images

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Abstract
Description
technical field
[0001] The invention relates to the technical field of waterway wharf engineering, in particular to a rapidly formed prefabricated assembled wharf structure. Background technique
[0002] After nearly 20 years of rapid development of my country's water transport projects, most of the coastlines with suitable water depth and good wave protection conditions have built wharves; at the same time, the development trend of large-scale ships is obvious, and the requirements for environmental protection are becoming more and more stringent. To develop in the direction of deep water or open sea, the air-permeable structure is adopted. Construction of wharves in deep water or open sea often has poor construction and operation conditions, which objectively require the construction of wharves to reduce the workload on the water and shorten the construction period. Therefore, future wharf construction is likely to encounter problems such as large water depth, large waves,...
Examples
Embodiment Construction
[0023] The present invention will be further described below in conjunction with accompanying drawing by specific embodiment:
[0024] In this example, refer to figure 1 , figure 2 and image 3 , the rapidly formed prefabricated assembled wharf structure includes a prefabricated frame 1 and a prefabricated panel 3, the prefabricated frame 1 includes hollow columns 11, the hollow columns 11 are connected by connecting beams 12, and the hollow columns 11 are provided with Down through the cast-in-place hole 13 of the hollow column 11; the cast-in-place core column 2 is formed by pouring cast-in-place concrete into the cast-in-place hole 13, and the bottom end of the cast-in-place core column 2 passes through the bottom end of the hollow column 11 and is embedded in the foundation , while the bottom end of the hollow column 11 is supported on the foundation; several independent prefabricated main panels 31 and prefabricated side panels 32 are spliced on the prefabricated fra...