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Construction method of prefabricated underground diaphragm wall

A technology of underground diaphragm wall and construction method, applied in sheet pile wall, foundation structure engineering, construction and other directions, can solve the problems of water leakage at joints, difficult control of construction effect, time-consuming and labor-intensive construction, etc., to ensure shear strength. , The effect of enhancing the waterproof effect and improving the construction efficiency

Pending Publication Date: 2021-07-20
CHINA RAILWAY DESIGN GRP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

At the present stage, the engineering mainly adopts post-pouring concrete and grouting at the joints to stop water. The construction is time-consuming and labor-intensive, and the construction effect is difficult to control, which can easily cause water leakage at the joints.

Method used

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  • Construction method of prefabricated underground diaphragm wall
  • Construction method of prefabricated underground diaphragm wall
  • Construction method of prefabricated underground diaphragm wall

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Experimental program
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Effect test

Embodiment Construction

[0040] The construction method of the prefabricated underground diaphragm wall of the present invention will be described in detail below in conjunction with the accompanying drawings and specific embodiments.

[0041] First, the structure of the prefabricated underground continuous wall in the present invention will be described.

[0042] Such as Figure 1 to Figure 9 As shown, the prefabricated underground continuous wall includes a plurality of prefabricated wall units that are connected end to end and have the same structure, and a first groove 4 and a second groove 4 are formed on one side connecting surface of each wall unit. Two grooves 8a, a tenon 3 and a third groove 8b are formed on the connecting surface of the other side of the wall unit, and the shapes of the tenons 3 and the first groove 4 are adapted. As shown in the figure, for two adjacent wall units 1 and 2, the tenon 3 of unit 2 is embedded in the first groove 4 of unit 1, the second groove 8a of unit 1 and...

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Abstract

The invention discloses a construction method of a prefabricated underground diaphragm wall. The construction method comprises the steps that underground diaphragm wall body units are prefabricated; an underground diaphragm wall groove is excavated; rubber capsule bodies are pasted in a second groove and a third groove of each wall body unit; second steel parts and first steel parts are installed in gaps and fourth grooves in the wall units; a first wall body unit is put into the groove; a second wall body unit is inserted along the first groove of each wall body unit, so that a tenon of the second wall body unit is embedded into the first groove of the first wall body unit, and the second steel parts and the first steel parts are mutually tied; the subsequent wall body units are continuously inserted in the groove direction of the underground diaphragm wall, and liquid grouting bodies are injected into the bag bodies at the joints of the first wall body unit and the second wall body unit; cement-based grout is injected into a steel floral tube of the second steel part; after the multiple wall units are constructed, cement slurry is poured into gaps between the wall units and the grooves, and slurry in the gaps is replaced; and the steps are carried out until construction of the underground diaphragm wall is completed. According to the construction method, the construction speed is high, and the waterproof effect is good.

Description

technical field [0001] The invention belongs to the field of underground structure engineering, and in particular relates to a construction method of a prefabricated assembled underground continuous wall. Background technique [0002] At present, when excavating foundation pits in busy urban areas, the construction of traditional cast-in-place underground diaphragm walls often occupies roads for a long time, affects traffic, and has low construction efficiency, difficulty in ensuring construction quality, and extremely easy to cause adverse effects on the surrounding environment. The prefabricated underground diaphragm wall has the advantages of prefabricated batch standardized production, controllable quality, fast construction progress, etc., and meets the requirements of energy saving and environmental protection. [0003] The waterproof performance of the prefabricated underground diaphragm wall section itself is excellent, and the waterproof effect of the joints between...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D5/10E02D5/12
CPCE02D5/10E02D5/12
Inventor 崔涛张继清刘惠敏齐春雨王达麟宋冉王秀妍宋乐阳张建芳高国忠
Owner CHINA RAILWAY DESIGN GRP CO LTD
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