Natural draft cooling tower interval precast concrete ring beam and combined inclined strut structure

By adopting spaced precast concrete ring beams and combined inclined support structures in natural ventilation cooling towers, the problems of high construction costs, high safety risks and long construction periods of ring beams and inclined support in the prior art are solved, and the construction difficulty is reduced, cost savings, safety risks and shortening construction periods are achieved.

CN119860111APending Publication Date: 2025-04-22SHANGHAI ELECTRIC POWER SUPERVISION CONSULTATION CO LTD
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Patent Information

Application Number
CN202411814460.8
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2024-12-11
Publication Date
2025-04-22

AI Technical Summary

Technical Problem

The construction of ring beams and inclined pillars of existing large natural ventilation cooling towers requires the establishment of a large number of formwork support frames, resulting in high costs, high safety risks and long construction period.

Method used

The spaced precast concrete ring beam and a combined inclined support structure are adopted, and the mechanical lifting of the precast ring beam module and the combined inclined support column are reduced.

Benefits of technology

It greatly reduces the difficulty and cost of construction, reduces construction safety risks, and shortens the construction period.

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Abstract

The invention provides a natural ventilation cooling tower interval precast concrete ring beam and combined inclined strut structure. The structure comprises prefabricated ring beam modules, cast-in-place ring beam sections and combined inclined struts. The combined inclined struts are of an integral prefabricated structure formed by combining a column top connecting plate and two herringbone inclined struts and are uniformly arranged along the circumference of the cooling tower, and the bottom ends of the inclined struts are connected with bearing platforms uniformly distributed on a ring foundation; the prefabricated ring beam module is of an inverted-boss-shaped prefabricated structure, the bottom faces of the two sides of the prefabricated ring beam module are supported on the edges of the two corresponding connecting plates in a lap joint mode, and an inverted boss on the lower portion of the prefabricated ring beam module is embedded into a gap between the two connecting plates. The prefabricated ring beam modules and the cast-in-place ring beam sections are arranged at intervals and connected in the circumferential direction to form an integral ring beam structure, and the prefabricated ring beam modules are higher than the cast-in-place ring beam sections. The construction of the spaced precast concrete ring beam and the combined inclined strut structure does not need to erect a support frame, so that the construction difficulty is greatly reduced, the construction cost is saved, the construction safety risk is reduced, and the construction period is shortened.
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