Light platform device for automatically monitoring seawall construction process

By improving the pile foundation structure and lateral fixing structure, the bearing capacity and safety of the automated monitoring platform for the construction process of the sea dike in deep soft soil were enhanced, solving the problems of high cost and complex construction in traditional methods, and realizing the installation of the monitoring platform in an economical and efficient manner.

CN224213256UActive Publication Date: 2026-05-08CCCC SHANGHAI DREDGING CO LTD
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Patent Information

Application Number
CN202520739872.3
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-04-18
Publication Date
2026-05-08
Estimated Expiration
2035-04-18

AI Technical Summary

Technical Problem

Existing technologies for constructing sea dikes on deep soft foundations are costly, complex, and uneconomical in terms of the installation and dismantling of automated monitoring platforms, and the high cost of traditional pile driving due to its large depth.

Method used

An improved pile foundation structure and lateral fixing structure are adopted, including first and second improved pile foundation structures, lateral fixing structure and upper platform structure. The improved pile foundation structure increases the pile end contact area and enhances compressive strength. Combined with simultaneous drilling and installation, it reduces equipment rental costs and construction time.

Benefits of technology

It enables convenient pile foundation forming for monitoring platforms on deep soft soil, high vertical bearing capacity, strong horizontal compressive strength, good safety, adaptability to complex marine environments, and reduced construction costs and time.

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Abstract

The utility model relates to a light platform device for automatic monitoring of seawall construction process, which comprises three parts of improved pile foundation structures, a lateral fixing structure and an upper platform structure, the improved pile foundation structures comprise a first improved pile foundation structure and a second improved pile foundation structure which are respectively composed of a vertical hollow steel pipe, a transverse perforated disc and a snap ring; the lateral fixing structure is composed of a first inclined strut, an upper end fixing bolt, a lower end fixing bolt, an upper horizontal cross rod and left and right fixing bolts. The upper platform structure is composed of a top grating plate, peripheral handrails, cross rods, second inclined struts, a climbing ladder and the like. Compared with the prior art, by improving the pile foundation structure and the lateral fixing structure, the monitoring platform pile foundation has the advantages that the monitoring platform pile foundation on the deep soft foundation is convenient to form, high in vertical bearing capacity, high in horizontal and transverse anti-pressure capacity, capable of being combined with drilling and burying for synchronous operation, convenient to install equipment by people, good in stability, high in safety and the like.
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