Steel connector box with anti-floating structure

CN120683897APending Publication Date: 2025-09-23WUHAN UNIV OF TECH +3
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Patent Information

Application Number
CN202510975796.0
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-07-15
Publication Date
2025-09-23

AI Technical Summary

Technical Problem

The existing anti-floating structure contributes to anti-floating during normal water level fluctuations, resulting in a decrease in bearing capacity and is unable to effectively perform emergency anti-floating functions under extreme water level conditions.

Method used

A steel joint box with an anti-floating structure is designed, which includes a steel box, a spring and an end steel plate. It does not participate in anti-floating under normal water levels. Under extreme water levels, the anti-floating function is exerted through the cooperation of the spring and the steel plate to ensure the safety of the underground structure.

Benefits of technology

It does not affect the bearing capacity of the anti-floating structure under normal water levels, and can play an emergency anti-floating function under extreme water levels to ensure the safety of the underground structure. It is also simple to construct and low-cost.

✦ Generated by Eureka AI based on patent content.

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    Figure CN120683897A_ABST
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Abstract

The anti-floating structure steel connector box comprises a steel box, a cavity is formed in the steel box, and an open hole is formed in the bottom of the steel box; the spring is arranged in the steel box, the upper end of the spring is fixedly connected to the top end in the steel box, the end steel plate is fixedly arranged at the lower end of the spring, the annular rubber pads are fixedly arranged on the two sides of the lower end of the end steel plate, and the lower ends of the annular rubber pads are fixedly connected to the bottom end in the steel box; bottom plate steel bars are arranged in the bottom plate, and the steel box is welded to the bottom plate steel bars; steel bars are arranged in the anti-floating structure, the upper ends of the steel bars are connected with the bottom end of the steel plate in a welded mode, and the steel bars and the steel plate are welded in a perforation welding mode. Compared with the prior art, the anti-floating structure has the advantages that the anti-floating structure does not participate in anti-floating contribution in the daily water level amplitude variation process; only under the extreme climate condition, the site water level exceeds the designed water level, the emergency anchor rods play the emergency anti-floating effect, and the anti-floating safety of the underground structure is guaranteed.
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