Building construction dewatering structure

By designing a construction precipitation structure including main base, channel, slope and other components, the problem of poor slope stability in the prior art is solved, effective precipitation and drainage of water are achieved, and construction safety and precipitation efficiency are improved.

CN222758930UActive Publication Date: 2025-04-15孟显巍 +7
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Patent Information

Application Number
CN202421631812.1
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-07-10
Publication Date
2025-04-15
Estimated Expiration
2034-07-10

AI Technical Summary

Technical Problem

The slope stability of the existing foundation pit precipitation well structure for construction is poor, which easily causes slope sliding and leads to inability to use normally.

Method used

A construction precipitation structure is designed, including the main base, adjacent base, channel, slope, concrete surface layer, drainage hole, drainage ditches and crown beams. Through the synergy of these components, effective precipitation and drainage of water are achieved.

Benefits of technology

Through this structure, water can flow from the adjacent substrate through slope to the channel, and flow water to the ground through the channel to achieve the effect of precipitation, and drain water and drain water through drainage holes and drainage ditches, improving the efficiency and safety of precipitation.

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Abstract

The utility model relates to the technical field of buildings, and provides a building construction dewatering structure which comprises a main base, an adjacent base is arranged on one side of the main base, a channel is connected between the main base and the adjacent base, a slope is connected between the top of the channel and the adjacent base, and a concrete surface layer is arranged on the outer side of the channel. One side of the middle of the concrete surface layer penetrates through the inner side of the channel and is connected with a drainage hole, a drainage open trench is connected between one side of the main base and the lower portion of the channel, and a top beam is arranged at the top end of the channel. Water flows into the channel from the adjacent base through the slope and flows into the ground through the channel, the dewatering effect is achieved, water is drained through the water drainage holes, the drained water flows into the open drain to be drained, or water on the main base flows into the open drain to be drained, and therefore better dewatering use is facilitated. And through the height difference between the adjacent base and the main base, better use of rainfall can be facilitated.
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Description

Technical Field

[0001] The utility model relates to the technical field of construction, in particular to a dewatering structure for building construction. Background Art

[0002] Construction projects refer to the construction of various houses and buildings, also known as construction workload. This part of the investment must be started and materials must be moved, and can only be realized through construction activities.

[0003] A foundation pit dewatering well structure for construction with a Chinese authorization publication number of CN 217438982 U includes a dewatering well body and a filter pipe arranged on the side wall of the dewatering well body, the outer side and bottom of the filter pipe are wrapped with a filter net, the outer side of the filter net is wrapped with a protective net, the filter pipe is arranged below the base layer, the gap between the protective net on the outer side of the filter pipe and the base layer is backfilled with gravel filter material to form a gravel filter layer, wherein a plurality of filter holes are opened on the pipe wall of the filter pipe, the plurality of filter holes are arranged at equal intervals, the plurality of filter holes arranged on the pipe wall of the filter pipe form a permeable layer, the filter net on the outer side of the filter pipe forms a filter layer, and the protective net located on the outer side of the filter net forms a protective layer. The utility model can be processed and manufactured on the construction site, and at the same time, a specific dewatering well height can be set according to the actual measured depth of the foundation pit on site, the construction safety factor is high, and it has the advantages of convenient construction and reusability, which not only reduces the construction cost, but also meets the dewatering operation requirements of the gravel foundation.

[0004] However, in the above-mentioned patented product, the slope stability is poor, which easily causes the slope to slide, resulting in inability to use normally. Utility Model Content

[0005] The utility model aims to provide a dewatering structure for building construction to solve the problems raised in the above-mentioned background technology.

[0006] In order to achieve the above purpose, the utility model provides the following technical solutions:

[0007] A dewatering structure for building construction comprises a main base, an adjacent base is arranged on one side of the main base, a channel is connected between the main base and the adjacent base, a slope is connected between the top of the channel and the adjacent base, a concrete surface layer is arranged on the outside of the channel, a drainage hole is connected to the inside of the channel on one side of the middle of the concrete surface layer, an open drainage ditch is connected between one side of the main base and the lower part of the channel, and a crown beam is arranged on the top of the channel.

[0008] Furthermore, the channel includes main reinforcement vertically arranged inside, spiral stirrups are wound around the outside of the main reinforcement, and the main reinforcement is sleeved with a steel bar pile.

[0009] Furthermore, reinforcing stirrups are embedded inside the main reinforcement.

[0010] Furthermore, a welding plate for installing reinforcing stirrups is welded on the inner side of the main reinforcement.

[0011] Furthermore, the crown beam is provided with a leakage hole.

[0012] Furthermore, there is a height difference between the main substrate and the adjacent substrate.

[0013] Compared with the prior art, the utility model has the following beneficial effects: water flows from the adjacent base into the channel through the slope, and flows into the ground through the channel to achieve the effect of precipitation, and water is discharged through the drainage holes, and the discharged water flows to the open drainage ditch for drainage, or the water on the main base flows to the open drainage ditch for drainage, so as to facilitate better precipitation use, and the height difference between the adjacent base and the main base can facilitate better use of precipitation. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] Figure 1 It is a three-dimensional structural schematic diagram of the utility model;

[0015] Figure 2 For this utility model Figure 1 Half section view at the middle edge AA;

[0016] Figure 3 It is a schematic diagram of the installation structure of the welding plate of the utility model.

[0017] Numbers in the attached drawings: main base 100, adjacent base 200, slope 300, channel 400, main reinforcement 401, weld plate 4011, spiral stirrups 402, reinforced stirrups 403, steel piles 404, concrete surface layer 500, drainage holes 600, open drainage ditch 700, crown beam 800. DETAILED DESCRIPTION

[0018] The technical solutions in the embodiments of the present invention will be described clearly and completely below in conjunction with the accompanying drawings in the embodiments of the present invention.

[0019] Obviously, many specific details are set forth in the following description to facilitate a full understanding of the present invention. However, the present invention may also be implemented in other ways than those described herein. Therefore, the present invention is not limited to the specific embodiments of the following disclosure.

[0020] See also Figure 1-3The utility model provides a dewatering structure for building construction: it includes a main base 100, an adjacent base 200 is arranged on one side of the main base 100, a channel 400 is connected between the main base 100 and the adjacent base 200, a slope 300 is connected between the top of the channel 400 and the adjacent base 200, a concrete surface layer 500 is arranged on the outside of the channel 400, a drainage hole 600 is connected to the inside of the channel 400 through one side of the middle of the concrete surface layer 500, an open drainage ditch 700 is connected between one side of the main base 100 and the lower part of the channel 400, and a crown beam 800 is arranged on the top of the channel 400.

[0021] When in use, water flows from the adjacent base 200 through the slope 300 to the channel 400, and then flows into the ground through the channel 400 to achieve the effect of precipitation. The water is discharged through the drainage hole 600, and the discharged water flows to the open drainage ditch 700 for drainage, or the water on the main base 100 flows to the open drainage ditch 700 for drainage, so as to facilitate better use of precipitation. The height difference between the adjacent base 200 and the main base 100 can facilitate better use of precipitation.

[0022] The channel 400 includes a main reinforcement 401 vertically arranged inside, a spiral stirrup 402 is wound around the outside of the main reinforcement 401 , and a steel bar pile 404 is sleeved on the main reinforcement 401 .

[0023] When in use, the main reinforcement 401 can be used to facilitate the support of the channel 400, and the spiral hoop reinforcement 402 can facilitate the winding of the main reinforcement 401 and increase the positional relationship between the main reinforcements 401. The steel piles 404 can further increase the positional limitation of the main reinforcement 401.

[0024] Among them, reinforcing stirrups 403 are embedded inside the main reinforcement 401.

[0025] When in use, the strength of the main reinforcement 401 can be better increased by using the reinforcing stirrups 403 .

[0026] Among them, a welding plate 4011 for installing the reinforcing stirrup 403 is welded on the inner side of the main reinforcement 401.

[0027] When in use, the welding plate 4011 can be used to facilitate the installation of the reinforcement stirrup 403.

[0028] The crown beam 800 is provided with a leakage hole.

[0029] When in use, the leak hole allows water to flow into the crown beam 800.

[0030] There is a height difference between the main substrate 100 and the adjacent substrate 200 .

[0031] When using, for better use.

[0032] Importantly, it should be noted that the construction and arrangement of the present application shown in a plurality of different exemplary embodiments are only exemplary. Although only a few embodiments are described in detail in this disclosure, it should be readily understood by those who refer to this disclosure that many modifications are possible (e.g., the size, scale, structure, shape and ratio of various elements, and parameter values ​​(e.g., temperature, pressure, etc.), installation arrangements, use of materials, color, directional changes, etc.) without substantially departing from the novel teachings and advantages of the subject matter described in the application. For example, the element shown as integrally formed can be composed of multiple parts or elements, the position of the element can be inverted or otherwise changed, and the nature or number or position of the discrete element can be changed or changed. Therefore, all such modifications are intended to be included in the scope of the present utility model. The order or sequence of any process or method steps can be changed or reordered according to alternative embodiments. In the claims, any "device plus function" clause is intended to cover the structure of performing the function described herein, and is not only structurally equivalent but also equivalent structure. Without departing from the scope of the present invention, other substitutions, modifications, changes and omissions may be made in the design, operating conditions and arrangement of the exemplary embodiments. Therefore, the present invention is not limited to a specific embodiment, but extends to various modifications that still fall within the scope of the appended claims.

[0033] Additionally, in order to provide a concise description of example embodiments, all features of an actual embodiment (ie, those features that are not relevant to the best mode presently contemplated for carrying out the invention or those that are not relevant to implementing the invention) may not be described.

[0034] It will be appreciated that in the development of any actual implementation, as in any engineering or design project, numerous implementation-specific decisions may be made. Such a development effort may be complex and time-consuming, but will be a routine task of design, fabrication, and production for those of ordinary skill having the benefit of this disclosure without undue experimentation.

[0035] It should be noted that the above embodiments are only used to illustrate the technical solution of the utility model rather than to limit it. Although the utility model has been described in detail with reference to the preferred embodiments, ordinary technicians in the field should understand that the technical solution of the utility model can be modified or replaced by equivalents without departing from the spirit and scope of the technical solution of the utility model, which should be included in the scope of the claims of the utility model.

Claims

1. A dewatering structure for building construction, characterized in that: The invention comprises a main base (100), a neighboring base (200) is arranged on one side of the main base (100), a channel (400) is connected between the main base (100) and the neighboring base (200), a slope (300) is connected between the top of the channel (400) and the neighboring base (200), a concrete surface layer (500) is arranged on the outside of the channel (400), a drainage hole (600) is connected to the inside of the channel (400) through one side of the middle of the concrete surface layer (500), an open drainage ditch (700) is connected between one side of the main base (100) and the lower part of the channel (400), and a crown beam (800) is arranged on the top of the channel (400).

2. The dewatering structure for building construction according to claim 1, characterized in that: The channel (400) comprises a main reinforcement (401) vertically arranged inside, a spiral stirrup (402) is wound around the outside of the main reinforcement (401), and a steel bar pile (404) is sleeved on the main reinforcement (401).

3. The building construction dewatering structure according to claim 2, characterized in that: A reinforcing stirrup (403) is embedded inside the main reinforcement (401).

4. The dewatering structure for building construction according to claim 3, characterized in that: A welding plate (4011) for mounting reinforcing stirrups (403) is welded to the inner side of the main reinforcement (401).

5. The dewatering structure for building construction according to claim 1, characterized in that: The crown beam (800) is provided with a leakage hole.

6. The dewatering structure for building construction according to claim 1, characterized in that: There is a height difference between the main substrate (100) and the adjacent substrate (200).

Citation Information

Patent Citations

  • Foundation pit dewatering well structure for building construction

    CN217438982U