Concrete dam hole construction method
By making and installing dam hole prefabricated parts in advance, combined with abnormal concrete connections, the existing cross-hole construction methods of rolling concrete dams are solved, and the effect of simplifying construction technology and improving the rise speed is achieved.
CN119843612APending Publication Date: 2025-04-18CHINA WATER RESOURCES & HYDROPOWER CONSTR ENG CONSULTING GUIYANG CO LTD +1
Patent Information
- Application Number
- CN202510225557.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-02-27
- Publication Date
- 2025-04-18
AI Technical Summary
Technical Problem
The existing cross-hole construction methods of rolled concrete dams have complicated processes, large construction labor and material investment, and a long construction period, which affects the dam's rise speed.
Method used
Prefabricated dam holes in the factory in advance and install them on site, connecting them with the prefabricated dam holes through abnormal concrete to simplify the construction process and increase the rise speed.
Benefits of technology
The construction process has been simplified, the rise speed of the dam's rolling concrete has been significantly improved, and the overall construction period has been shortened.
✦ Generated by Eureka AI based on patent content.
Smart Images
Figure CN119843612A_ABST
Abstract
The invention discloses a concrete dam hole construction method, and belongs to the technical field of concrete dam construction. The method comprises the following steps that T1, a dam hole prefabricated part is manufactured in advance; t2, a roller compacted concrete area A is constructed, and then the dam hole prefabricated part is installed on the roller compacted concrete area A; t3, a roller compacted concrete area B is constructed, meanwhile, metamorphic concrete is poured into a gap between the roller compacted concrete area B and the dam hole prefabricated part, and the metamorphic concrete between the roller compacted concrete area B and the dam hole prefabricated part rises synchronously; t4, deformed concrete is poured on the upper side of the dam hole prefabricated part; (T5) a roller compacted concrete area C is constructed; and T6, a roller compacted concrete area D is constructed. In the construction process of the roller compacted concrete dam, only the dam hole prefabricated part needs to be hoisted and installed to the designed position on site, the construction technology of the roller compacted concrete dam is simplified, meanwhile, the rising speed of dam roller compacted concrete is remarkably increased, and the overall construction period is shortened.
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Citation Information
Patent Citations
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