Sleeve valve pipe for reinforcing pit bottom of water-rich pebble bed deep foundation pit and construction process

A pit bottom reinforcement and sleeve valve pipe technology, applied in the engineering field, can solve problems such as inability to form effective filling, large slurry diffusion, loose structure, etc., achieve good reinforcement effect, reduce slurry loss, and reduce fluidity

Pending Publication Date: 2019-05-14
CHONGQING UNIV OF EDUCATION
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Benefits of technology

The technical effects described are improved methods used during construction projects involving deeper foundations where there may have issues due to excessive moisture or other factors like soil movement causing cracks on top surfaces over time. These improvements include adding a new type of concrete called bismuth oxychloroethylene (BOCETE), improving its durability against corrosion caused by acidic substances from rainwater. Additionally, introducing calcium carbonate hydrated polymer powder instead of natural sand helps prevent eruptions when forming dams at these locations. Overall, these techniques help maintain structural integrity while reducing environmental concerns associated with excavating operations.

Problems solved by technology

The technical problem addressed during this patented method used to strengthen concrete structures around tunnels lies within two main types: (1) weakened groundwater sealing due to poorly formed basement pitting caused by excessive moisture content; (2) difficulty forming effective filling material without causing significant damage from overfillings that may be introduced into the surrounding area through cracks created when drill holes are made at different locations along its length.

Method used

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  • Sleeve valve pipe for reinforcing pit bottom of water-rich pebble bed deep foundation pit and construction process
  • Sleeve valve pipe for reinforcing pit bottom of water-rich pebble bed deep foundation pit and construction process
  • Sleeve valve pipe for reinforcing pit bottom of water-rich pebble bed deep foundation pit and construction process

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Embodiment Construction

[0024] Embodiment of the present invention: it comprises sleeve valve pipe (1) and artificial sand filling layer (6). A tapered plug (9) is arranged at the end of the sleeve valve pipe (1), and a grouting pipe (2) and a drainage plate (5) are arranged inside. A grout stopper (3) and a joint (8) are arranged on the grouting pipe (2). The joint (8) on the grouting pipe (2) and the contact section of the grout stopper (3) are provided with a grout stopper rubber cup. The grouting liquid (7) is in the grouting pipe (2).

[0025] The sleeve valve pipe (1) is a water glass round pipe with a spiral pattern.

[0026] The diameter of the water glass round tube is 68mm-88mm, and the wall thickness is 3mm-5mm.

[0027] The joint (8) on the grouting pipe and the contact section of the grout stopper (3) are provided with 5-6 grout stopper rubber cups.

[0028] There are 4 rubber rafts on the sleeve valve pipe (1) surface.

[0029] The diameter of two drainage boards (5) in the sleeve val

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Abstract

The invention discloses a sleeve valve pipe for reinforcing the pit bottom of a water-rich pebble bed deep foundation pit and a construction process, and the sleeve valve pipe is used for reinforcingthe pit bottom of the water-rich pebble bed deep foundation pit, preventing the pit bottom from bulging and improving the stability of the foundation pit. The sleeve valve pipe is characterized by comprising a sleeve valve pipe body (1), a grouting pipe (2), grouting liquid (7), a manual sand filling layer (6), a drainage plate (5), a grout stopping plug (3), a connector (8), a rubber raft (4) anda conical plug (9). The construction process comprises the following steps: after surveying and setting out, positioning a drilling machine in place, drilling holes, preparing sand, installing the sleeve valve pipe, constructing a manual sand filling layer, conducting grouting in sections and sealing holes. The sleeve valve pipe is fixed through manual sand filling, river sand in the manual sandfilling layer can be flushed into a pebble stratum through high grouting pressure and grouting liquid and is effectively packed into gaps of the pebble stratum after being mixed with the grouting liquid, the gradation of the pebble stratum is changed, a better grouting effect is achieved, the manufacturing cost is low, and economic benefits are high.

Description

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Claims

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Application Information

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Owner CHONGQING UNIV OF EDUCATION
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