Facility for water seepage, guide and drainage of underground water
By setting up multiple working wells of different depths and inclined jacking pipes around the building, combined with solid pipes and collection shafts, automatic diversion of groundwater was achieved, solving the problem of inconsistent groundwater level control, reducing costs and protecting the safety of buildings and structures.
Patent Information
- Application Number
- CN202423306945.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-31
- Publication Date
- 2025-12-23
- Estimated Expiration
- 2034-12-31
AI Technical Summary
Existing technologies are inconsistent in their effectiveness in controlling groundwater levels and cannot effectively prevent groundwater from intruding into special buildings and structures, resulting in irreversible risks and losses.
Multiple working shafts of varying depths are connected by inclined jacking pipes. The slope of the pipes allows groundwater to flow automatically. Solid pipes and collection shafts are used to drain seepage water, reducing the cost of manual pumping.
It enables automatic diversion of groundwater, reduces the cost of manual pumping and drainage, prevents groundwater from intruding into buildings and structures, and ensures the quality of operation.
Smart Images
Figure CN223706521U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to drainage equipment technical field, concretely is a kind of facilities of the water infiltration of underground water. BACKGROUND
[0002] The stability of the surrounding slope foundation of the building or structure is influenced by the level of underground water, and the underground water collection and drainage system should be set. The mainstream way of controlling underground water level is currently "water storage and water pumping", but the geological conditions of each region are different, and the control effect of underground water is also quite different. Some special buildings and structures have strict requirements for underground water intrusion, and once the underground water intrudes, it will cause irreversible risk loss. Therefore, the utility model provides a kind of facilities of the water infiltration of underground water. SUMMARY
[0003] This part is to outline some aspects of the embodiments of the utility model and briefly introduce some preferred embodiments. Some simplifications or omissions may be made in this part and the abstract of the specification and the utility model name to avoid obscuring the purpose of this part, the abstract of the specification and the utility model name, and such simplifications or omissions cannot be used to limit the scope of the utility model.
[0004] In view of the above and / or existing problems in underground water, the utility model is proposed.
[0005] Therefore, the purpose of the utility model is to provide a kind of facilities of the water infiltration of underground water, which uses the slope of pipeline to automatically guide underground water, greatly reduces the cost of artificial pumping, avoids the intrusion of underground water to building and structure, and ensures the quality during operation.
[0006] To solve the above technical problems, according to one aspect of the utility model, the utility model provides the following technical scheme:
[0007] A kind of facilities of the water infiltration of underground water, it includes: multiple different depth working caisson, top pipe, solid pipe, borehole and collection shaft, multiple the working caisson bottom between connection inclined top pipe, top pipe is provided with solid pipe, top pipe top is provided with borehole, borehole is provided with collection shaft.
[0008] As a preferred scheme of the facilities of the water infiltration of underground water described in the utility model, wherein: the connecting inflection point of top pipe is provided with top pipe operation well.
[0009] As a preferred scheme of the facilities of the water infiltration of underground water described in the utility model, wherein: top pipe uses the precast concrete flower pipe according to the slope between working caisson.
[0010] As a preferred scheme of the utility model discloses a kind of facilities of groundwater infiltration and drainage, wherein: the drill hole is evenly distributed on ground, and the collection shaft adopts plastic flower pipe.
[0011] Compared with prior art: the utility model uses different depth working caisson, connects the inclined pipeline at the bottom of working caisson, uses the slope of pipeline to make groundwater automatic diversion, greatly reduces artificial pumping cost, avoids the invasion of groundwater to building and structure, and ensures the quality during operation. BRIEF DESCRIPTION OF DRAWINGS
[0012] To more clearly illustrate the technical scheme of the utility model embodiment, the utility model will be described in detail below with the drawings and detailed embodiments, obviously, the drawings in the following description are only some embodiments of the utility model, and other drawings can be obtained according to these drawings without creative labor for those skilled in the art. Wherein:
[0013] Fig. 1 It is the cross-sectional structure schematic diagram of the utility model;
[0014] Fig. 2 It is the pipeline distribution structure schematic diagram of the utility model.
[0015] In the drawing: 1 working caisson, 2 top pipe, 3 solid pipeline, 4 drill hole, 5 collection shaft, 6 top pipe operation well. DETAILED DESCRIPTION
[0016] To make the above-mentioned purpose, features and advantages of the utility model more obvious and easy to understand, the specific embodiments of the utility model will be described in detail below with the drawings.
[0017] In the following description, many specific details are set forth in order to provide a thorough understanding of the utility model, but the utility model can also be implemented in other ways different from those described herein, and those skilled in the art can make similar generalization without departing from the connotation of the utility model, therefore, the utility model is not limited by the specific embodiments disclosed below.
[0018] Secondly, the utility model is described in detail in combination with schematic diagram, when detailing the utility model embodiment, for convenience, the cross-sectional view showing the structure of device will be partially enlarged without general proportion, and the schematic diagram is only an example, which should not limit the scope of protection of the utility model herein. In addition, three-dimensional spatial dimensions of length, width and depth should be included in actual manufacture.
[0019] To make the purpose, technical scheme and advantages of the utility model more clear, the embodiments of the utility model will be further described in detail below in combination with drawings.
[0020] The utility model provides a facility of water infiltration and drainage of underground water, utilizes the slope of pipeline to make the automatic diversion of underground water, greatly reduces the cost of manual pumping and drainage, avoids the invasion of underground water to building and structure, ensures the quality during operation, please refer to Figs. 1-2 , including: working caisson 1, top pipe 2, solid pipe 3, borehole 4 and collection shaft 5,
[0021] The inclined top pipe 2 is connected between the bottom of the working caisson 1, the solid pipe 3 is arranged on the top pipe 2, the borehole 4 is arranged on the top of the top pipe 2, the collection shaft 5 is arranged in the borehole 4, the connecting inflection point of the top pipe 2 is provided with the top pipe operation well 6, the top pipe 2 adopts the prefabricated concrete flower pipe according to the slope of the working caisson 1, the borehole 4 is evenly distributed on the ground, and the collection shaft 5 adopts the plastic flower pipe.
[0022] Specifically, a plurality of working caissons 1 are arranged around the building and structure, different well bottom elevations are arranged in each caisson 1 according to the direction of the water inlet, the top pipe 2 equipment is used to push the customized prefabricated concrete flower pipe to form a pipeline according to the predetermined slope, the size of the pipeline is set according to the current underground water quantity parameter, the underground water flows into the pipeline through the upper part and the left and right sides of the prefabricated concrete flower pipe, the slope of the pipeline causes the water to flow by itself, and finally the drainage is completed.
[0023] Above the top pipe 2, the borehole 4 is drilled on the ground dn400, the dn300 plastic flower pipe underground water collection shaft is arranged inside, the underground water is collected and merged into the underground top pipe, the shaft is arranged according to the actual need of interval, and the speed of the surface water collection top pipe in the rainy season is increased.
[0024] Part of the pipeline adopts the concrete solid pipe to collect water, and finally all the underground water is collected in one place for filtration and reaction treatment, realizing the recycling of underground water in the factory without external discharge.
[0025] Although the utility model has been described in the foregoing embodiments, various improvements can be made and equivalent parts can be replaced without departing from the scope of the utility model. In particular, as long as there is no structural conflict, the features in the disclosed embodiments of the utility model can be combined in any way, and the combinations are not described in this specification due to the consideration of omitting the length and saving resources. Therefore, the utility model is not limited to the specific embodiments disclosed herein, but includes all technical solutions falling within the scope of the claims.
Claims
1. A facility for the drainage of groundwater seepage, characterized in that, include: Multiple working caissons (1) of different depths, jacking pipes (2), solid pipes (3), boreholes (4) and collection shafts (5), with inclined jacking pipes (2) connected between the bottoms of the multiple working caissons (1), solid pipes (3) installed on the jacking pipes (2), boreholes (4) opened at the top of the jacking pipes (2), and collection shafts (5) installed in the boreholes (4).
2. The groundwater seepage drainage facility according to claim 1, characterized in that, A jacking operation well (6) is provided at the connection inflection point of the jacking pipe (2).
3. The groundwater seepage drainage facility according to claim 1, characterized in that, The jacking pipe (2) is a precast concrete perforated pipe with a predetermined slope between the working caissons (1).
4. A groundwater seepage drainage facility according to claim 1, characterized in that, The boreholes (4) are evenly distributed on the ground, and the collection shafts (5) are made of plastic perforated pipes.