Existing building underground engineering leakage water treatment structure

By installing a sump and pressure relief pipe system on the foundation of the underground project, combined with a booster pump and drainage pipeline, the problem of water leakage caused by rising groundwater level was solved, ensuring the safety of the underground garage structure and the stability of the waterproofing system.

CN223907532UActive Publication Date: 2026-02-13HEBEI MIAOSHUANG CONSTRUCTION ENGINEERING CO LTD
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Patent Information

Application Number
CN202520439715.0
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-03-13
Publication Date
2026-02-13
Estimated Expiration
2035-03-13

AI Technical Summary

Technical Problem

The increased buoyancy caused by rising groundwater levels leads to deformation of the underground garage floor structure, resulting in water leakage into the garage, which seriously affects the structural safety of the building and the lives and property of residents.

Method used

Water collection pits are evenly spaced on the foundation of the underground project and connected to the connecting well through pressure relief pipes. The outside of the pressure relief pipes is covered with dense mesh, and the seepage water is discharged using a lift pump and drainage pipeline.

Benefits of technology

It effectively avoids deformation of the foundation slab structure caused by rising groundwater levels, prevents secondary damage to underground building structures caused by water leakage, and ensures building safety.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses an existing building underground engineering leakage water treatment structure which comprises a plurality of water collecting pits evenly formed in an existing building underground engineering foundation at intervals, a pressure relief floral tube is arranged between every two adjacent water collecting pits in a communicated mode, and pressure relief floral tube water permeable holes are evenly formed in the circumferential wall of each pressure relief floral tube. A dense mesh screen is arranged on the outer side of the pressure relief floral pipe in a sleeved mode, a lifting pump is arranged in each water collecting pit, and the output end of each lifting pump is communicated with a water drainage pipeline extending to the outer portion of the water collecting pit. The pressure relief floral tube is located below the bottom plate structure of the underground garage, when the underground water level rises, rising underground water permeates into the pressure relief floral tube through the pressure relief floral tube water permeable holes and is drained into the water collecting well through the pressure relief floral tube, and permeated water in the water collecting well can be drained to the outside through the lifting pump and the water drainage pipeline. Therefore, the situation that the bottom plate structure of the underground garage deforms due to rising of the lower water level and increase of water buoyancy is avoided.
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Description

TECHNICAL FIELD

[0001] The utility model relates to underground engineering drainage facility technical field especially relates to a building underground engineering leakage water treatment structure. BACKGROUND

[0002] In recent years due to the rise of underground water level, the underground garage of different cities of existing residential district appears the rise of underground water level in the wet period, when the underground water level rises, the increase of water buoyancy causes the deformation of the underground garage floor structure, the structure deformation causes the damage of underground engineering waterproof, makes the underground water seepage into the underground garage, and even causes the damage of underground garage structure column in different degrees seriously, seriously influences building structure safety and resident life property guarantee, therefore develops a building underground engineering leakage water treatment structure. UTILITARIAN CONTENT

[0003] The utility model aims at providing a building underground engineering leakage water treatment structure, solves the technical problem mentioned in the above background art.

[0004] In order to solve the above technical problem, the utility model adopts the following technical scheme:

[0005] The utility model relates to a building underground engineering leakage water treatment structure, including a plurality of even interval set up in the water collecting pit of building underground engineering foundation, the pressure relief flower pipe of being provided with between every two adjacent water collecting pit, the circumferential wall of each pressure relief flower pipe is evenly provided with pressure relief flower pipe water hole, the outside of pressure relief flower pipe is equipped with dense mesh net, the inside of each water collecting pit is provided with the lift pump, and the output of each lift pump is communicated with the drainage pipeline that extends to the outside of water collecting pit.

[0006] Further, it further includes the communication well that is set up between every two adjacent water collecting pit, and the number of pressure relief flower pipe between adjacent two water collecting pits is two, and two pressure relief flower pipe are used to communicate two water collecting pit and communication well respectively.

[0007] Further, the upper end of each water collecting pit and communication well is provided with the well grate cover plate that is matched with the opening end.

[0008] Further, the pressure relief flower pipe is PE corrugated pipe.

[0009] Compared with the prior art, the utility model has the beneficial technical effects:

[0010] The pressure relief flower pipe in the utility model is located below the bottom plate structure of the underground garage, when the underground water level rises, the rising underground water can penetrate into the inside of the pressure relief flower pipe through the water permeable hole of the pressure relief flower pipe and be drained to the collecting well through the pressure relief flower pipe, and the permeated water in the collecting well can be discharged to the outside through the lifting pump and the drainage pipeline. BRIEF DESCRIPTION OF DRAWINGS

[0011] The utility model will be further explained in connection with the drawings.

[0012] Figure 1 It is the whole structure schematic diagram of the utility model;

[0013] Figure 2 It is Figure 1 The structure enlarged schematic diagram of A place in it;

[0014] Mark explanation: 1, collecting pit, 2, pressure relief flower pipe, 3, pressure relief flower pipe water permeable hole, 4, close mesh gauze, 5, lifting pump, 6, drainage pipeline, 7, communicating well, 8, well grate cover plate. DETAILED DESCRIPTION

[0015] As Figures 1-2 Indicated, a existing building underground engineering leakage water treatment structure, including a plurality of even interval set up in the existing building underground engineering foundation collecting pit 1, every adjacent two collecting pit 1 between the horizontal pressure relief flower pipe 2 of being provided with, the pressure relief flower pipe 2 specifically is PE bellows, each pressure relief flower pipe 2's peripheral wall is evenly provided with pressure relief flower pipe water permeable hole 3, the outside of pressure relief flower pipe 2 is equipped with close mesh gauze 4. The inside of each collecting pit 1 is installed with lifting pump 5, and the output end of each lifting pump 5 is communicated with the drainage pipeline 6 extending to the outside of collecting pit 1.

[0016] The utility model also includes the communicating well 7 of being set up in each adjacent two collecting pit 1 between, the number of pressure relief flower pipe 2 between adjacent two collecting pit 7 is two, and two pressure relief flower pipes 2 are used for communicating two collecting pit 1 and the communicating well 7 between them respectively. In addition, the upper end of each collecting pit 1 and the communicating well 7 is installed with well grate cover plate 8 matched with the opening end thereof.

[0017] The utility model discloses in the specific construction, first adopt the operation surface of the well, the communication well of cutting out in the periphery of the existing building underground engineering (such as underground garage) toothless saw, after the operation surface meets the drilling pipe drawing operation space, carry out horizontal drilling, after the hole, the pressure relief flower pipe of making in advance is drawn into the hole, then again construction well, complete after installing drainage pump and leading out drainage pipeline, finally install well grate cover plate in the well mouth.

[0018] The pressure relief flower pipe in the utility model is located below the bottom plate structure of underground garage, when the underground water level rises, the rising underground water can penetrate to the inside of the pressure relief flower pipe through the water permeation hole of the pressure relief flower pipe and is drained to the well through the pressure relief flower pipe, and the permeated water in the well can be discharged to the outside through the lifting pump and the drainage pipeline, thereby avoiding the deformation of the bottom plate structure of underground garage caused by the rising of underground water level and the increase of water buoyancy, and avoiding the secondary damage to the underground building structure and waterproof system in the season of abundant water period.

[0019] The above-described embodiments are only used to describe the preferred modes of the utility model, and do not limit the scope of the utility model, and various deformations and improvements of the technical scheme of the utility model made by the ordinary skilled in the art without departing from the design spirit of the utility model should fall within the protection scope determined by the claim of the utility model.

Claims

1. A structure for treating water leakage in underground engineering of existing buildings, characterized in that: The utility model provides a kind of water collecting pit for existing building underground engineering foundation, comprising a plurality of evenly spaced, each adjacent two described water collecting pit between communication is provided with pressure relief flower pipe, each described pressure relief flower pipe's peripheral wall is evenly provided with pressure relief flower pipe water-permeable hole, the outside of the pressure relief flower pipe is equipped with dense mesh screen, each described water collecting pit is provided with lifting pump, each described lifting pump output and extend to the water collecting pit outside drain pipeline are communicated.

2. A structure for remediation of existing building underground works water leakage according to claim 1, characterised in that: It also includes a communication well between each adjacent two described water collecting pits, the number of pressure relief flower pipe between adjacent two described water collecting pits is two, two described pressure relief flower pipes are used for communicating two described water collecting pits and the communication well.

3. A structure for remediation of existing building underground works water leaks according to claim 2, characterised in that: The upper end of each described water collecting pit and the communication well is provided with a well grate cover plate matched with the opening end thereof.

4. The existing building underground works water leakage treatment structure according to claim 1, characterized in that: The pressure relief flower pipe is specifically a PE corrugated pipe.