Basement anti-seepage drainage structure
By using vibrating pipes and vibration transmission components in the basement anti-seepage drainage structure, the problem of uneven seepage and vibration in the basement is solved, and the uniform vibration and stable connection of concrete is achieved, which improves the waterproof effect.
Patent Information
- Application Number
- CN202422356208.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-09-26
- Publication Date
- 2025-07-08
- Estimated Expiration
- 2034-09-26
AI Technical Summary
The basement is prone to seepage when the ground drainage failure occurs, and the uneven vibration of existing waterproof concrete leads to an increased risk of leakage.
Vibrating tubes and vibration transmission components, including sliders, slide rails, elastic elements and pads, are used to transmit vibrations through the vibration tools, combined with cross bars and raised structures, to ensure the uniformity and tightness of concrete vibration, and drainage using drainage sheets and negative pressure devices.
The waterproof concrete is fully vibrated, which reduces the risk of leakage and improves the anti-seepage performance and structural stability of the basement.
Smart Images
Figure CN223074769U_ABST
Abstract
Description
Technical Field
[0001] The present invention relates to the technical field of basement anti-seepage and drainage, and particularly relates to a basement anti-seepage and drainage structure. Background Art
[0002] Since the basement is located below the ground level, when the ground drainage fails, the basement will have the problem of water seepage, and it is very difficult to drain the water seeping into the basement.
[0003] In the prior art, waterproof concrete is usually used in the basement to improve its anti-seepage performance. In addition, waterproof materials are laid on its water-facing surface to provide an additional waterproof barrier. Although the use of waterproof concrete can increase the anti-seepage effect of the basement, embedded parts are usually provided on the top surface or side wall of the basement, and problems such as incomplete compaction will occur around the embedded parts, resulting in an increased risk of leakage. Summary of the Invention
[0004] The purpose of the present invention is to provide a basement anti-seepage and drainage structure to solve the above problems.
[0005] The present invention is achieved through the following technical solutions:
[0006] A basement anti-seepage and drainage structure includes an embedded part carrier, a vibrating pipe, a vibration transmission component, and a drainage component. The vibrating pipe is installed below the embedded part carrier, the vibration transmission component is movably installed above the embedded part carrier, the upper end of the vibrating pipe passes through the embedded part carrier and is fixedly connected to the vibration transmission component, and the drainage component is fixedly installed on the upper surface of the vibration transmission component.
[0007] The utility model solves the problem of uneven vibration of the waterproof concrete below the embedded part carrier in the prior art by setting the vibrating pipe and the vibration transmission component.
[0008] Preferably, the vibration transmission component includes a slider, a slide rail, an elastic element, and a backing plate. An installation channel for the slide rail is provided in the embedded part carrier. The slider is fixedly installed on the vibrating pipe. The upper end of the vibrating pipe is fixedly installed below the backing plate, and an elastic element is fixedly installed between the backing plate and the embedded part carrier.
[0009] The vibration transmission component of the utility model is provided with a slider, a slide rail, an elastic element, and a backing plate, so that during vibration, the lower end of the vibrating tool contacts the backing plate, and the vibration is transmitted to the vibrating pipe through the elastic element. In order to make the vibration of the vibrating pipe smoother and with less resistance, the slider and the slide rail are provided to make the relative movement between the vibrating pipe and the embedded part carrier smoother, realizing full vibration of the waterproof concrete.
[0010] Preferably, a plurality of cross bars are provided at the lower end of the vibrating pipe. The straight line where the cross bars are located is perpendicular to the axis of the vibrating pipe, and the length of the cross bars is the same as the shortest distance from the vibrating pipe to the embedded part carrier.
[0011] In the utility model, a plurality of cross bars are arranged at the lower end of the vibrating tube to expand the real volume of the vibrating tube, so that the vibration is more sufficient. In addition, after solidification, the cross bars will also become fastening components, so that the connection of the prefabricated parts is more stable.
[0012] Preferably, the elastic element includes at least four springs, and the four springs are respectively installed and fixed at four corners of the pad.
[0013] Preferably, the spring is detachably mounted, and detachable mounting portions of the spring are provided at corresponding positions on the backing plate and the embedded component carrier.
[0014] After the vibration is completed, the gap between the pad and the embedded part carrier has no effect, so the utility model arranges the spring to be detachably installed, so that after the vibration is completed, the spring can be removed, thereby increasing the structural stability of the concrete around the precast panel after drying.
[0015] Preferably, a plurality of protrusions are provided on the side and bottom of the embedded part carrier.
[0016] Preferably, the protrusions are in the shape of triangular pyramids, and the spacing between adjacent protrusions is zero.
[0017] The tightness between the embedded part carrier and the waterproof concrete directly affects its anti-permeability performance. Therefore, the utility model arranges a plurality of protrusions on the side and bottom of the embedded part carrier to increase the contact area with the concrete and make the combination tighter. In addition, the protrusions are in the shape of triangular pyramids, so that when the concrete solidifies, the force in all directions of the protrusions is more uniform, and it is not easy to produce bubbles and gaps.
[0018] Preferably, the drainage assembly includes a drainage plate and a negative pressure device, wherein the drainage plate is mounted and fixed on the upper surface of the pad, a plurality of siphon grooves parallel to each other are arranged on the upper surface of the drainage plate, and the negative pressure device is mounted and fixed on one side of the drainage plate, and the negative pressure device provides negative pressure for the siphon groove.
[0019] Preferably, the cross-sectional shape of the siphon groove is triangular, the interval between adjacent siphon grooves is less than 1 mm, the length of the drainage plate is greater than the length of the embedded component carrier, and the excess portion is connected to the negative pressure device.
[0020] Compared with the prior art, the present invention has the following advantages and beneficial effects:
[0021] 1. The vibration transmission assembly of the utility model is provided with a slider, a slide rail, an elastic element, and a pad, so that during vibration, the lower end of the vibration tool contacts the pad, and the vibration is transmitted to the vibration pipe through the elastic element. In order to make the vibration of the vibration pipe smoother and the resistance smaller, a slider and a slide rail are provided, so that the relative movement between the vibration pipe and the embedded part carrier is smoother, and sufficient vibration of the waterproof concrete is achieved;
[0022] 2. In the present utility model, several cross bars are provided at the lower end of the vibrating pipe to expand the actual volume of the vibrating pipe, making the vibration more sufficient. Additionally, after solidification, the cross bars will also become fastening components, making the connection of the precast components more stable.
[0023] 3. After the vibration is completed, the gap between the backing plate and the embedded part carrier becomes ineffective. Therefore, in the present utility model, the spring is set to be detachably installed, so that after the vibration is completed, the spring can be removed, increasing the structural stability of the concrete around the precast slab after drying. Description of the Drawings
[0024] The drawings described herein are used to provide a further understanding of the embodiments of the present invention, form a part of this application, and do not limit the embodiments of the present invention. In the drawings:
[0025] Figure 1 is a schematic structural diagram of the present utility model;
[0026] Figure 2 is a top view of the drainage sheet;
[0027] Figure 3 is a left view of the drainage sheet.
[0028] The reference numerals represent: 1 - embedded part carrier, 2 - vibrating pipe, 3 - vibration transmission assembly, 31 - slider, 32 - slide rail, 33 - spring, 34 - backing plate, 4 - cross bar, 5 - drainage assembly, 51 - drainage sheet, 511 - siphon groove, 52 - negative pressure device, 6 - steel bar. Detailed Embodiments
[0029] In order to enable those skilled in the art to better understand the solutions of this application, the technical solutions in the embodiments of this application will be clearly and completely described below in conjunction with the drawings in the embodiments of this application. Obviously, the described embodiments are only a part of the embodiments of this application, rather than all the embodiments. Based on the embodiments in this application, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the scope of protection of this application.
[0030] It should be noted that if terms such as "first", "second", etc. are involved in the description, claims and the above-mentioned drawings of this application, they are used to distinguish similar objects and do not necessarily describe a specific order or sequence. It should be understood that such data can be interchanged under appropriate circumstances for the embodiments of this application described herein. In addition, if terms such as "comprising" and "having" and any variations thereof are involved, the intention is to cover non-exclusive inclusion. For example, a process, method, system, product or device comprising a series of steps or units is not necessarily limited to those steps or units clearly listed, but may include other steps or units not clearly listed or inherent to these processes, methods, products or devices.
[0031] In this application, if terms such as "upper", "lower", "left", "right", "front", "rear", "top", "bottom", "inner", "outer", "middle", "vertical", "horizontal", "lateral", "longitudinal", etc. are involved, the orientation or positional relationship indicated is based on the orientation or positional relationship shown in the drawings. These terms are mainly used to better describe this application and its embodiments, and are not used to limit that the indicated device, element or component must have a specific orientation or be constructed and operated in a specific orientation.
[0032] Moreover, in addition to being able to represent an orientation or positional relationship, some of the above terms may also be used to represent other meanings. For example, the term "upper" may also be used to represent a certain attachment relationship or connection relationship in some cases. For those of ordinary skill in the art, the specific meanings of these terms in this application can be understood according to specific circumstances.
[0033] In addition, in this application, if terms such as "installed", "set up", "provided with", "connected", "linked", "socketed", etc. are involved, they should be understood in a broad sense. For example, it can be a fixed connection, a detachable connection, or an integral structure; it can be a mechanical connection or an electrical connection; it can be directly connected, or indirectly connected through an intermediate medium, or there can also be internal communication between two devices, elements or components. For those of ordinary skill in the art, the specific meanings of the above terms in this application can be understood according to specific circumstances.
[0034] It should be noted that, without conflict, the embodiments and features in the embodiments of this application can be combined with each other. The following will detail this application with reference to the drawings and in combination with the embodiments. Embodiment
[0035] As Figures 1 to 3 shown, this embodiment includes.
[0036] A basement anti-seepage and drainage structure, including a pre-embedded part carrier 1, a vibrating pipe 2, a vibration transmission component 3, and a drainage component 5. Among them, the vibrating pipe 2 is installed below the pre-embedded part carrier 1, the vibration transmission component 3 is movably installed above the pre-embedded part carrier 1, the upper end of the vibrating pipe 2 passes through the pre-embedded part carrier 1 and is fixedly connected to the vibration transmission component 3, and the drainage component 5 is fixedly installed on the upper surface of the vibration transmission component 3.
[0037] By setting the vibrating pipe 2 and the vibration transmission component 3 in the present utility model, the problem that the waterproof concrete below the pre-embedded part carrier 1 is unevenly vibrated in the prior art is solved.
[0038] In this embodiment, the vibration transmission component 3 includes a slider 31, a slide rail 32, an elastic element, and a backing plate 34. Among them, an installation channel for the slide rail 32 is provided in the pre-embedded part carrier 1, the slider 31 is fixedly installed on the vibrating pipe 2, the upper end of the vibrating pipe 2 is fixedly installed below the backing plate 34, and an elastic element is fixedly installed between the backing plate 34 and the pre-embedded part carrier 1.
[0039] In the vibration transmission component 3 of the present utility model, by setting the slider 31, the slide rail 32, the elastic element, and the backing plate 34, when vibrating, the lower end of the vibrating tool contacts the backing plate 34, and the vibration is transmitted to the vibrating pipe 2 through the elastic element. To make the vibration of the vibrating pipe 2 smoother and with less resistance, the slider 31 and the slide rail 32 are set, making the relative movement between the vibrating pipe and the pre-embedded part carrier 1 smoother, and achieving sufficient vibration of the waterproof concrete.
[0040] In this embodiment, several cross bars 4 are provided at the lower end of the vibrating pipe 2. The straight line where the cross bars 4 are located is perpendicular to the axis of the vibrating pipe, and the length of the cross bars 4 is the same as the shortest distance from the vibrating pipe 2 to the pre-embedded part carrier 1.
[0041] In the present utility model, by providing several cross bars 4 at the lower end of the vibrating pipe 2, the effective volume of the vibrating pipe 2 is enlarged, making the vibration more sufficient. In addition, after solidification, the cross bars 4 will also become fastening members, making the connection of the precast parts more stable.
[0042] In this embodiment, the elastic element includes at least four springs 33, and the four springs 33 are respectively fixedly installed at the four corners of the backing plate 34.
[0043] In this embodiment, the springs 33 are detachably installed, and detachable installation parts for the springs 33 are provided at the corresponding positions on the backing plate 34 and the pre-embedded part carrier 1.
[0044] After the vibration is over, the gap between the backing plate 34 and the pre-embedded part carrier 1 has no function. Therefore, in the present utility model, the springs 33 are set to be detachably installed, so that after the vibration is over, the springs 33 can be removed, increasing the structural stability of the concrete around the precast slab after drying.
[0045] In this embodiment, a number of protrusions are provided on the side and the bottom of the embedded part carrier 1.
[0046] In this embodiment, the protrusions are in the shape of triangular pyramids, and the distance between adjacent protrusions is zero.
[0047] The tightness between the embedded part carrier 1 and the waterproof concrete directly affects its anti-seepage performance. Therefore, in this utility model, a number of protrusions are provided on the side and the bottom of the embedded part carrier 1, increasing the contact area with the concrete and making the combination more firm. In addition, the protrusions are in the shape of triangular pyramids, so that when the concrete solidifies, the forces in all directions of the protrusions are more uniform, and it is not easy to generate bubbles and gaps.
[0048] In this embodiment, the drainage assembly 5 includes a drainage sheet 51 and a negative pressure device 52. Among them, the drainage sheet 51 is installed and fixed on the upper surface of the backing plate 34. A number of mutually parallel siphon grooves 511 are provided on the upper surface of the drainage sheet 51. The negative pressure device 52 is installed and fixed on one side of the drainage sheet 51, and the negative pressure device 52 provides negative pressure for the siphon grooves 511.
[0049] In this embodiment, the cross-sectional shape of the siphon grooves 511 is triangular, the interval between adjacent siphon grooves 511 is less than 1 mm, the length of the drainage sheet 51 is greater than the length of the embedded part carrier 1, and the extended part thereof is connected to the negative pressure device 52.
[0050] The specific embodiments described above have further elaborated on the purpose, technical solutions, and beneficial effects of the present invention. It should be understood that the above are only specific embodiments of the present invention and are not used to limit the protection scope of the present invention. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention shall be included in the protection scope of the present invention.
Claims
1. A basement anti-seepage and drainage structure, characterized in that: It includes a pre-embedded part carrier (1), a vibrating tube (2), a vibration transmission component (3), and a drainage component (5). Among them, the vibrating tube (2) is installed below the pre-embedded part carrier (1), the vibration transmission component (3) is movably installed above the pre-embedded part carrier (1), the upper end of the vibrating tube (2) passes through the pre-embedded part carrier (1) and is fixedly connected to the vibration transmission component (3), and the drainage component (5) is fixedly installed on the upper surface of the vibration transmission component (3).
2. The basement seepage prevention and drainage structure according to claim 1, characterized in that: The vibration transmission component (3) includes a slider (31), a slide rail (32), an elastic element, and a backing plate (34). Among them, an installation channel for the slide rail (32) is provided in the pre-embedded part carrier (1), the slider (31) is fixedly installed on the vibrating tube (2), the upper end of the vibrating tube (2) is fixedly installed under the backing plate (34), and an elastic element is fixedly installed between the backing plate (34) and the pre-embedded part carrier (1).
3. A basement anti-seepage and drainage structure according to claim 2, characterized in that: Several cross bars (4) are provided at the lower end of the vibrating tube (2). The straight line where the cross bars (4) are located is perpendicular to the axis of the vibrating tube, and the length of the cross bars (4) is the same as the shortest distance from the vibrating tube (2) to the pre-embedded part carrier (1).
4. A basement seepage prevention and drainage structure according to claim 3, characterized in that: The elastic element includes at least four springs (33), and the four springs (33) are respectively fixedly installed at the four corners of the backing plate (34).
5. A basement anti-seepage and drainage structure according to claim 4, characterized in that: The spring (33) is detachably installed, and detachable installation parts for the spring (33) are provided at corresponding positions on the backing plate (34) and the pre-embedded part carrier (1).
6. The basement anti-seepage and drainage structure according to claim 5, characterized in that: Several protrusions are provided on the side and the bottom of the pre-embedded part carrier (1).
7. A basement anti-seepage and drainage structure according to claim 6, characterized in that: The shape of the protrusion is a triangular pyramid, and the distance between adjacent protrusions is zero.
8. A basement anti-seepage and drainage structure according to claim 7, characterized in that: The drainage component (5) includes a drainage sheet (51) and a negative pressure device (52). Among them, the drainage sheet (51) is fixedly installed on the upper surface of the backing plate (34). Several mutually parallel siphon grooves (511) are provided on the upper surface of the drainage sheet (51), the negative pressure device (52) is fixedly installed on one side of the drainage sheet (51), and the negative pressure device (52) provides negative pressure for the siphon grooves (511).
9. A basement anti-seepage and drainage structure according to claim 8, characterized in that: The cross-sectional shape of the siphon groove (511) is triangular.
10. A basement anti-seepage and drainage structure according to claim 9, characterized in that: The interval between adjacent siphon grooves (511) is less than 1 mm. The length of the drainage sheet (51) is greater than the length of the pre-embedded part carrier (1), and the excess part is connected to the negative pressure device (52).