Building water interception and drainage shock insulation trench node structure

Abstract

The utility model discloses a joint structure of a building water interception and drainage seismic isolation groove, and belongs to the field of seismic isolation grooves. Comprising a ground, the upper surface of the ground is provided with a building wall, the bottom of one side of the ground is provided with an auxiliary drainage ditch, one side of the auxiliary drainage ditch is provided with an auxiliary drainage cover, one side of the auxiliary drainage ditch is provided with a building shock insulation ditch, the lower surface of the building shock insulation ditch is provided with a main drainage ditch, and one side of the main drainage ditch is provided with a main drainage cover. A shock insulation water stop plate is arranged on one side of the building shock insulation ditch and installed in one side of the ground, a water passing hole is formed in the top of one side of the auxiliary drainage ditch, a water passing net is arranged on one side of the water passing hole, and a drainage net is arranged on the upper surface of the main drainage ditch. The building water interception and drainage seismic isolation trench node structure has the beneficial effects that water in the seismic isolation trench is effectively intercepted and prevented from permeating into the ground during raining, drainage is rapidly conducted in the seismic isolation trench, and the influence of pipeline blockage on the drainage effect is reduced.

Description

TECHNICAL FIELD

[0001] The application relates to the field of shockproof trenches, in particular to a building water interception and drainage shockproof trench node structure. BACKGROUND

[0002] The shockproof trench is a structure for reducing the propagation of ground vibration, mainly through the excavation of a shallow trench to isolate the vibration source from the surrounding environment. The design and application of the shockproof trench are of great significance in engineering and can effectively reduce the impact of earthquakes or other vibration sources on the surrounding environment and structures. Through application in actual engineering, the shockproof trench can significantly reduce the propagation of ground vibration, thereby protecting surrounding structures and equipment from damage.

[0003] The structure of the product can refer to the prefabricated assembly type shockproof trench for use in shockproof buildings disclosed in Chinese Patent Document CN221072756U.

[0004] In the above structure, the side walls of different building shockproof trenches have strong consistency in size and technical parameters, and have good assembly production and construction application conditions. Through the application of this new component, the overall structural quality and visual quality of the building can be improved, the construction period can be reduced, the comprehensive cost can be saved, energy and materials can be saved, and pollution can be reduced. The problem of water in the shockproof trench cannot be quickly drained, and the problem of blockage of the drainage pipe cannot be avoided to affect the drainage effect.

[0005] There is currently no building water interception and drainage shockproof trench node structure that can effectively intercept and prevent water from penetrating into the ground inside the shockproof trench when it rains, and quickly drain the water in the shockproof trench to reduce the blockage of the drainage pipe and affect the drainage effect. Content of the utility model

[0006] The content part of the application is used to introduce the concept in a simple form, which will be described in detail in the specific embodiment part. The content part of the application is not intended to identify the key features or essential features of the claimed technical solution, nor is it intended to limit the scope of the claimed technical solution.

[0007] In order to solve the technical problems mentioned in the background part, some embodiments of the application provide a building water interception and drainage shockproof trench node structure, which comprises: a ground, the upper surface of the ground is provided with a building wall, the bottom of one side of the ground is provided with a secondary drainage trench, one side of the secondary drainage trench is provided with a secondary drainage cover, one side of the secondary drainage trench is provided with a building shockproof trench, the lower surface of the building shockproof trench is provided with a main drainage trench, one side of the main drainage trench is provided with a main drainage cover, and one side of the building shockproof trench is provided with a shockproof water interception plate.

[0008] The building water interception and drainage isolation trench node structure further comprises a waterproof plate installed on the inside of one side of the ground, a water passing hole is arranged on the top of one side of the auxiliary drainage trench, a water passing net is arranged on one side of the water passing hole, a drainage net is arranged on the upper surface of the main drainage trench, a cover plate assembly is connected to the upper surface of the ground through a fixer, a ground nail is arranged on one side of the wall body, a reinforcing bar is arranged on one side of the wall body waterproof plate, a shock isolation plate is arranged at one end of the reinforcing bar, and a shock absorbing pad is arranged on one side of the shock isolation plate.

[0009] During the working process or the installation process, due to the effect of the main drainage trench structure, the water in the isolation trench can be quickly intercepted and drained, and the drainage pipe can be prevented from being blocked and unable to drain.

[0010] Further, the cover plate assembly comprises a ground cover plate, a water inlet net, a hinge, a wall cover plate, a ground waterproof plate and a wall waterproof plate, one side of the ground cover plate is provided with a water inlet net, the other side of the ground cover plate is rotatably connected with the wall cover plate through a hinge, the lower surface of the ground cover plate is provided with a ground waterproof plate, and one side of the wall cover plate is provided with a wall waterproof plate.

[0011] Further, the ground waterproof plate and the wall waterproof plate are made of high molecular polymer, the length and width of the ground waterproof plate are consistent with those of the ground cover plate, and the length and height of the wall waterproof plate are consistent with those of the wall cover plate.

[0012] Further, the surface of the wall waterproof plate is sprayed with a waterproof coating, and the waterproof coating is a polyhydrogen ester waterproof coating.

[0013] Further, the inside of the auxiliary drainage cover is inserted with an auxiliary drainage pipe, and the inside of the main drainage cover is inserted with a main drainage pipe.

[0014] Further, the surfaces of the auxiliary drainage trenches are sprayed with auxiliary drainage coatings, the surface of the building isolation trench is sprayed with an isolation coating, and the surface of the main drainage trench is sprayed with a main drainage coating, and the surface of the water passing hole is sprayed with a water passing coating.

[0015] Further, the auxiliary drainage coating, the isolation coating, the main drainage coating and the water passing coating are all acrylic waterproof coatings, which can easily combine with gaps to form a firm waterproof layer.

[0016] Further, the building isolation trench and the main drainage trench close to the auxiliary drainage trench are provided with shock absorbing pads, and the size of the shock absorbing pads is consistent with that of the shock isolation plates.

[0017] Further, the water passing net and the drainage net are made of stainless steel nets, and the lengths of the water passing net and the drainage net are consistent with that of the building isolation trench.

[0018] Further, the fixer is composed of an anchor bolt and an anchor nut, and the building wall is provided with four ground nails on the side close to the cover plate assembly.

[0019] The application has the beneficial effect of providing a building water interception and drainage isolation trench node structure which can effectively intercept and prevent water from penetrating into the ground inside and quickly drain the water in the isolation trench to reduce the blockage of the drainage pipeline and affect the drainage effect.

[0020] The ground cover plate and the wall cover plate are installed on the wall and the building isolation trench through the ground nails and the fixer, the ground cover plate is rotated on the wall cover plate through the hinge, the anchor nut of the fixer is separated from the anchor bolt, the ground cover plate can be quickly opened, the workers can clean the building isolation trench, the main drainage trench and the auxiliary drainage trench, the dust and leaves inside are prevented from accumulating to block the main drainage trench and the auxiliary drainage trench, the water cannot be quickly drained, the isolation water interception plate is installed on the outside of the building isolation trench, the waterproof coating is sprayed on the upper surface of the wall water interception plate on one side of the ground, the water penetrating into the ground inside during the rain is effectively prevented from entering the ground under the wall, the water flow into the ground under the wall can be effectively prevented for the second time, the isolation plate and the shock-absorbing pad on one side of the building isolation trench and the main drainage trench are connected with the wall water interception plate through the steel bars, the isolation plate and the shock-absorbing pad absorb and dissipate vibration energy, significantly reduce the transmission of seismic energy to the superstructure, which can greatly reduce the seismic response of the building, protect the main structure of the building and its internal facilities from being damaged, the auxiliary drainage pipe on the auxiliary drainage cover and the main drainage pipe on the main drainage cover are connected into the drainage system, the leaves and garbage in the water flowing into the building isolation trench during the rain are blocked by the water inlet net, the water flowing into the main drainage trench is drained through the main drainage pipe, the small paper scraps, leaves and small stones in the water flowing into the building isolation trench are blocked by the water drainage net on the main drainage trench, when the water in the main drainage trench is slowly drained, the water level in the building isolation trench is increased, the water flows into the auxiliary drainage trench through the water passing hole and is drained through the auxiliary drainage pipe, the small paper scraps and leaves in the water flowing into the auxiliary drainage trench are blocked by the water passing net, the water flowing into the building isolation trench is quickly drained, the blockage of the main drainage pipe of the main drainage cover and the auxiliary drainage pipe of the auxiliary drainage cover is reduced, the water flowing into the ground under the wall affects the strength of the house, the auxiliary drainage coating on the surface of the auxiliary drainage trench, the isolation coating on the surface of the building isolation trench, the main drainage coating on the surface of the main drainage trench and the water passing coating on the surface of the water passing hole can effectively intercept the water and prevent the water from penetrating into the ground inside. BRIEF DESCRIPTION OF DRAWINGS

[0021] The accompanying drawings, which form a part of this application, are intended to provide further understanding of the application and are incorporated herein in their entirety. The drawings are illustrative of embodiments of this application and are not therefore to be considered limiting of its scope.

[0022] In addition, throughout the drawings, like reference numerals are intended to refer to like and similar elements throughout the several views.

[0023] In the drawings:

[0024] Figure 1 is a general schematic view according to embodiments of the present application;

[0025] Figure 2 is a structural exploded schematic view of a portion of an embodiment, mainly showing a secondary drain cover structure;

[0026] Figure 3 is a structural plan schematic view of a portion of an embodiment, mainly showing a building isolation trench structure;

[0027] Figure 4 is a structural exploded schematic view of a portion of an embodiment, mainly showing a drain mesh structure;

[0028] Figure 5 is a structural schematic view of a portion of an embodiment, mainly showing a ground cover plate structure;

[0029] Figure 6 is a structural schematic view of a portion of an embodiment, mainly showing an isolation plate structure.

[0030] Reference numerals:

[0031] 1, ground; 2, building wall; 3, secondary drain trench; 301, secondary drain coating; 4, secondary drain cover; 5, building isolation trench; 501, isolation coating; 6, primary drain trench; 601, primary drain coating; 7, primary drain cover; 8, isolation stopper; 9, water stop; 901, water proof coating; 10, water passage hole; 1001, water passage coating; 11, water passage mesh; 12, drain mesh; 13, fastener; 14, cover plate assembly; 1401, ground cover plate; 1402, water inlet mesh; 1403, hinge; 1404, wall cover plate; 1405, ground water proof plate; 1406, wall water proof plate; 15, ground nail; 16, reinforcing bar; 17, isolation plate; 18, shock absorbing pad. DETAILED DESCRIPTION

[0032] Embodiments of the present disclosure will be described below in more detail with reference to accompanying drawings. While certain embodiments of the present disclosure are shown in the drawings, it is understood that the present disclosure can be embodied in various forms and should not be interpreted as being limited to the embodiments set forth herein. Rather, these embodiments are provided so that the present disclosure will be thoroughly and completely understood. It should be understood that the drawings of the present disclosure are only for illustrative purposes and should not be construed as limiting the scope of protection of the present disclosure.

[0033] It should also be noted that only parts related to the present application are shown in the drawings for the purpose of description. The embodiments in the present disclosure and the features in the embodiments can be combined with each other without conflict.

[0034] It should be noted that the concepts of "first", "second", etc. mentioned in the present disclosure are only used to distinguish different devices, modules or units, and are not used to limit the order or interdependence of the functions performed by these devices, modules or units.

[0035] It should be noted that the modification of "one", "multiple" mentioned in the present disclosure is illustrative and not restrictive, and those skilled in the art should understand that unless otherwise explicitly indicated in the context, it should be understood as "one or more".

[0036] The present disclosure will be described in detail below with reference to the accompanying drawings and in conjunction with the embodiments.

[0037] As a preferred embodiment in the present embodiment, as Figures 1-6The building wall 2 is provided with the building wall water stop plate 9, the surface of the building wall water stop plate 9 is sprayed with the waterproof coating 901, the waterproof coating 901 is polyhydrogen ester waterproof paint, the top of the side of the auxiliary drainage ditch 3 is provided with the water passing hole 10, the surfaces of the auxiliary drainage ditch 3 are sprayed with the auxiliary drainage ditch coating 301, the surfaces of the building shock insulation ditch 5 are sprayed with the shock insulation coating 501, the surfaces of the main drainage ditch 6 are sprayed with the main drainage ditch coating 601, the surface of the water passing hole 10 is sprayed with the water passing coating 1001, the auxiliary drainage ditch coating 301, the shock insulation coating 501, the main drainage ditch coating 601 and the water passing coating 1001 are acrylic waterproof paint, the acrylic waterproof paint is easy to combine with a gap to form a firm waterproof layer, one side of the water passing hole 10 is provided with the water passing net 11, the upper surface of the main drainage ditch 6 is provided with the drainage net 12, the materials of the water passing net 11 and the drainage net 12 are stainless steel nets, the water passing net 11 and the drainage net 12 are consistent with the length of the building shock insulation ditch 5, the upper surface of the ground 1 is connected with the cover plate assembly 14 through the foundation bolt 13, the cover plate assembly 14 includes the ground cover plate 1401, the water inlet net 1402, the hinge 1403, the wall cover plate 1404, the ground waterproof plate 1405 and the wall waterproof plate 1406, one side of the ground cover plate 1401 is provided with the water inlet net 1402, the other side of the ground cover plate 1401 is rotationally connected with the wall cover plate 1404 through the hinge 1403, the lower surface of the ground cover plate 1401 is provided with the ground waterproof plate 1405, one side of the wall cover plate 1404 is provided with the wall waterproof plate 1406, the materials of the ground waterproof plate 1405 and the wall waterproof plate 1406 are high molecular polymers, the length and width of the ground waterproof plate 1405 are consistent with the ground cover plate 1401, the length and height of the wall waterproof plate 1406 are consistent with the wall cover plate 1404, one side of the building wall 2 is provided with the ground nail 15, the fixator 13 is composed of the foundation bolt and the foundation nut, one side of the building wall 2 close to the cover plate assembly 14 is provided with the ground nail 15, the number of the ground nail 15 is four, one side of the building wall water stop plate 9 is provided with the steel bar 16, one end of the steel bar 16 is provided with the shock insulation plate 17, one side of the shock insulation plate 17 is provided with the shock absorption pad 18, one side of the building shock insulation ditch 5 and the main drainage ditch 6 close to the auxiliary drainage ditch 3 is provided with the shock absorption pad 18, the size of the shock insulation plate 17 and the shock absorption pad 18 is consistent, in the use process, the ground cover plate 1401 and the wall cover plate 1404 are installed on the building wall 2 and the building shock insulation ditch 5 through the ground nail 15 and the fixator 13, the ground cover plate 1401 is rotated on the wall cover plate 1404 through the hinge 1403,The foot nut of the fixing device 13 is separated from the foot bolt by rotating, so that the ground cover plate 1401 can be quickly opened, and the workers can clean the building isolation trench 5, the main drainage trench 6 and the auxiliary drainage trench 3. The accumulation of dust and leaves and other garbage in the inside of the building isolation trench 5 can cause the main drainage trench 6 and the auxiliary drainage trench 3 to be blocked, and the water cannot be quickly drained when it rains. The isolation water stop plate 8 installed on the outside of the building isolation trench 5 and the waterproof coating 901 sprayed on the upper surface of the wall water stop plate 9 on one side of the ground 1 can effectively block the water that penetrates into the inside of the ground 1 from entering the ground 1 under the wall 2 when it rains, and effectively prevent the water from flowing into the ground 1 under the wall 1 for the second time. The isolation plate 17 and the shock absorbing pad 18 on one side of the building isolation trench 5 and the main drainage trench 6 are connected to the wall water stop plate 9 through the reinforcing bars 16, so that the isolation plate 17 and the shock absorbing pad 18 absorb and dissipate vibration energy, significantly reduce the vibration of the structure, and significantly reduce the transmission of seismic energy to the upper structure. This can greatly reduce the seismic response of the building and protect the main structure of the building and its internal facilities from being damaged. The auxiliary drainage pipe on the auxiliary drainage cover 4 and the main drainage pipe on the main drainage cover 7 are connected to the drainage system, the leaves and garbage in the water flowing into the building isolation trench 5 when it rains are blocked by the water inlet net 1402, the water flowing into the main drainage trench 6 is drained through the main drainage pipe, and the small paper scraps, leaves and small stones in the water flowing into the building isolation trench 5 are blocked by the drainage net 12 on the main drainage trench 6. When the drainage of the main drainage trench 6 is slow, the water level in the building isolation trench 5 increases, and when the water passes through the water hole 10, it flows into the auxiliary drainage trench 3 and is drained through the auxiliary drainage pipe. The small paper scraps and leaves in the water flowing into the auxiliary drainage trench 3 are blocked by the water passing net 11, so that the water flowing into the building isolation trench 5 can be quickly drained, and the blockage of the main drainage pipe of the main drainage cover 7 and the auxiliary drainage pipe of the auxiliary drainage cover 4 is reduced, which affects the drainage and causes the water to flow into the ground 1 under the wall, affecting the strength of the house. The auxiliary drainage coating 301 on the surface of the auxiliary drainage trench 3, the isolation coating 501 on the surface of the building isolation trench 5, the main drainage coating 601 on the surface of the main drainage trench 6 and the water passing coating 1001 on the surface of the water hole 10 can effectively intercept and prevent water from penetrating into the inside of the ground.

[0038] The above description is only some of the preferred embodiments of the present disclosure and an explanation of the principles of the technology applied. Those skilled in the art should understand that the scope of the application involved in the embodiments of the present disclosure is not limited to the technical solutions formed by the specific combinations of the above technical features, and should also cover other technical solutions formed by any combination of the above technical features or equivalent features without departing from the above inventive concept. For example, the above features are replaced with each other to form a technical solution with similar functions disclosed in the embodiments of the present disclosure (but not limited to).

Claims

1. A building water interception, drainage and seismic isolation ditch node structure, comprising: A ground (1), wherein a building wall (2) is provided on the upper surface of the ground (1), a secondary drainage ditch (3) is provided at the bottom of one side of the ground (1), a secondary drainage cover (4) is provided on one side of the secondary drainage ditch (3), a building seismic isolation ditch (5) is provided on one side of the secondary drainage ditch (3), a main drainage ditch (6) is provided on the lower surface of the building seismic isolation ditch (5), a main drainage cover (7) is provided on one side of the main drainage ditch (6), and a seismic isolation water cut-off plate (8) is provided on one side of the building seismic isolation ditch (5); The node structure of the water interception and drainage seismic isolation ditch of the building also includes: a water barrier (9), the water barrier (9) is installed inside one side of the ground (1), a water hole (10) is provided on the top of one side of the auxiliary drainage ditch (3), a water flow net (11) is provided on one side of the water flow hole (10), a drainage net (12) is provided on the upper surface of the main drainage ditch (6), a cover plate assembly (14) is connected to the upper surface of the ground (1) through a fixer (13), a ground nail (15) is provided on one side of the building wall (2), a steel bar (16) is provided on one side of the water barrier (9), a seismic isolation plate (17) is provided on one end of the steel bar (16), and a shock-absorbing pad (18) is provided on one side of the seismic isolation plate (17).

2. The building water interception and drainage seismic isolation ditch node structure according to claim 1 is characterized by: The cover plate assembly (14) comprises a ground cover plate (1401), a water inlet net (1402), a hinge (1403), a wall cover plate (1404), a ground waterproof plate (1405) and a wall waterproof plate (1406); one side of the ground cover plate (1401) is provided with a water inlet net (1402); the other side of the ground cover plate (1401) is rotatably connected to the wall cover plate (1404) via a hinge (1403); the lower surface of the ground cover plate (1401) is provided with a ground waterproof plate (1405); and one side of the wall cover plate (1404) is provided with a wall waterproof plate (1406).

3. The building water interception, drainage and seismic isolation ditch node structure according to claim 2 is characterized by: The material of the ground waterproof board (1405) and the wall waterproof board (1406) is a high molecular polymer. The length and width of the ground waterproof board (1405) are consistent with those of the ground cover board (1401), and the length and height of the wall waterproof board (1406) are consistent with those of the wall cover board (1404).

4. The building water interception, drainage and seismic isolation ditch node structure according to claim 1 is characterized by: The surface of the water-blocking plate (9) is sprayed with a waterproof coating (901), and the waterproof coating (901) is a polyurethane waterproof coating.

5. The building water interception, drainage and seismic isolation ditch node structure according to claim 1 is characterized by: The auxiliary drainage cover (4) is internally connected with an auxiliary drainage pipe, and the main drainage cover (7) is internally connected with a main drainage pipe.

6. The building water interception, drainage and seismic isolation ditch node structure according to claim 1 is characterized by: The surfaces of the auxiliary drainage ditch (3) are sprayed with an auxiliary drainage coating (301), the surfaces of the building seismic isolation ditch (5) are sprayed with a seismic isolation coating (501), the surfaces of the main drainage ditch (6) are sprayed with a main drainage coating (601), and the surfaces of the water holes (10) are sprayed with a water-passing coating (1001).

7. The building water interception, drainage and seismic isolation ditch node structure according to claim 6 is characterized by: The secondary drainage coating (301), the seismic isolation coating (501), the primary drainage coating (601) and the water-passing coating (1001) are all acrylic waterproof coatings, which are easily combined with the gaps to form a solid waterproof layer.

8. The building water interception, drainage and seismic isolation ditch node structure according to claim 1 is characterized by: A shock-absorbing pad (18) is provided on one side of the building seismic isolation ditch (5) and the main drainage ditch (6) close to the auxiliary drainage ditch (3), and the seismic isolation plate (17) and the shock-absorbing pad (18) are of the same size.

9. The building water interception, drainage and seismic isolation ditch node structure according to claim 1 is characterized by: The water-passing net (11) and the drainage net (12) are made of stainless steel mesh, and the lengths of the water-passing net (11) and the drainage net (12) are consistent with the lengths of the building seismic isolation trench (5).

10. The building water interception, drainage and seismic isolation ditch node structure according to claim 1, characterized in that: The fixer (13) is composed of an anchor bolt and an anchor nut. A ground nail (15) is provided on one side of the building wall (2) close to the cover plate assembly (14). The number of the ground nails (15) is four.

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