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Connecting joint of steel support and underground diaphragm wall and correcting mold and construction method of connecting joint of steel support and underground diaphragm wall

An underground diaphragm wall and connection node technology, which is applied in excavation, artificial islands, sheet pile walls, etc., can solve the cumbersome installation of buried slabs and plug welding procedures, which affect the rapid formation of support systems, and the difficulty of post-embedded reinforcement planting, etc. problems, to achieve the effect of reducing foundation pit excavation and exposure time, reducing chisel leveling, and meeting safety and quality requirements

Active Publication Date: 2022-02-11
CHINA CONSTR EIGHT ENG DIV CORP LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003]It is worth noting that during the construction process, the joint connection between the steel support and the underground diaphragm wall is complicated, and the embedded slabs on the underground diaphragm wall are often displaced during the construction process. Moreover, the flatness of the underground diaphragm wall is poor after forming, so it cannot be directly used as a steel support to directly bear the force contact surface
In addition, it takes a long time to gouging and leveling the underground diaphragm wall, and it is difficult to repair the embedding parts and plant bars later. The installation of the embedding plate and the plug welding process are cumbersome, and the construction time is long, which seriously affects the rapid formation of the support system.

Method used

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  • Connecting joint of steel support and underground diaphragm wall and correcting mold and construction method of connecting joint of steel support and underground diaphragm wall
  • Connecting joint of steel support and underground diaphragm wall and correcting mold and construction method of connecting joint of steel support and underground diaphragm wall
  • Connecting joint of steel support and underground diaphragm wall and correcting mold and construction method of connecting joint of steel support and underground diaphragm wall

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Embodiment Construction

[0034] For the benefit of the understanding of the present invention, the following combination Figure 1 to Figure 4 and examples are described.

[0035] Such as figure 1 , figure 2, the present invention provides a connection node between a steel support and an underground diaphragm wall, which includes an underground diaphragm wall 10 , a support bracket 20 , a steel support system and a correction mold 50 . The steel support system is arranged between the two underground diaphragm walls 10, the support bracket 20 is arranged on the opposite wall surface of the underground diaphragm wall 10, the two ends of the steel support system pass through the The supporting brackets 20 are fixed to form a supporting system.

[0036] In the embodiment of the present invention, the steel support system includes a purlin 30 and a steel support 40, wherein the purlin 30 is fixed on the bearing platform of the support bracket 20; the two ends of the steel support 40 Parts are respecti...

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Abstract

The invention provides a connecting joint of a steel support and an underground diaphragm wall and a correcting mold and a construction method of the connecting joint of the steel support and the underground diaphragm wall, the connecting joint of the steel support and the underground diaphragm wall comprises the underground diaphragm wall, a supporting bracket and a steel supporting system, and the correcting mold is arranged on the supporting bracket and is connected between the underground diaphragm wall and the steel support system. Therefore, the correcting mold is arranged among the underground diaphragm wall, the supporting bracket and the steel support system, and a grouting material is injected between the correcting mold and the underground diaphragm wall, so that the uneven position of the wall surface of the underground diaphragm wall is filled, and the strength of the joint is rapidly formed; the node is uniformly stressed when an axial force compensation system is loaded, so that the steel support end part mounting node which does not need to pre-embed a steel plate, saves the time required by post-embedded parts and chiseling and leveling of an underground diaphragm wall and accelerates the forming speed of a support system is formed.

Description

technical field [0001] The invention relates to the technical field of building construction, in particular to a connection node between an underground continuous wall and a steel support, a correction mold and a construction method thereof. Background technique [0002] The underground diaphragm wall is a continuous wall constructed below the ground for water cut-off, anti-seepage, soil retaining, and load-bearing. The underground diaphragm wall has a wide range of adaptability to the soil, and can be applied to soft alluvium, medium-hard strata, dense sand and gravel layers, and rocky foundations. In real life, such as deep basements of houses, underground parking lots, underground streets, underground railways, underground warehouses, mines, etc., can be applied. Steel support is a commonly used support system for the rapid construction of floors adjacent to subway foundation pits. [0003] It is worth noting that during the construction process, the joint connection be...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D17/04E02D17/02E02D5/18E02D15/02E02D29/16
CPCE02D17/04E02D17/02E02D5/18E02D15/02E02D29/16Y02E10/20
Inventor 孙浩刘坤唐铭黄松胡国锋江莹庄海华
Owner CHINA CONSTR EIGHT ENG DIV CORP LTD
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