CN219491091U - Basement antidetonation impervious structure - Google Patents

Abstract

The utility model discloses a basement anti-seismic and anti-seepage structure which comprises a concrete layer, wherein an overground building is arranged at the upper end of the concrete layer, an anti-seepage supporting wall is arranged in the concrete layer, a waterproof drainage layer is arranged on the inner surface of the anti-seepage supporting wall, a light anti-seismic block is arranged on the inner surface of the waterproof drainage layer, a basement component is arranged on the inner surface of the light anti-seismic block, a basement component supporting and damping mechanism is arranged on the side edge of the lower end of the basement component, and a basement component top supporting mechanism is arranged at the upper end of the basement component. According to the utility model, the basement component supporting and damping mechanism is arranged, so that the supporting and damping performance of the bottom of the basement component can be improved, and the stability of the basement component is improved; by arranging the supporting mechanism at the top of the basement component, the supporting performance of the basement component to the overground building can be improved, and the mechanism is suitable for the building structure of the basement and is suitable for wide popularization and application.

Description

Basement antidetonation impervious structure

Technical Field

The utility model relates to the technical field of building structures, in particular to a basement anti-seismic and anti-seepage structure.

Background

Many basements leak seriously at present, and sealing performance is not good, brings many vexations to life, and is less to shock resistance attention, and high-grade house, the owner is to impervious shock resistance attention higher. The existing basement anti-seepage and anti-seismic structure absorbs stress formed by earthquakes by arranging an earthquake damping device and a sliding block, and a waterproof layer is formed by smearing waterproof materials, so that an anti-seepage effect is achieved, and the basement anti-seepage and anti-seismic structure is disclosed in China patent application number 202021725822.3 and aims to solve or at least reduce the problems that the existing basement anti-seepage means cannot prevent seepage and is not easy to reinforce an old building. However, the basement component arranged in the basement anti-seismic and anti-seepage structure has poor bottom support, and the bottom is still easy to vibrate so as to cause the whole basement component to collapse; the supporting performance between the top of the basement component and the overground building is poor, and the problem that the contact area between the basement component and the overground building is small exists, so that the basement component can be subjected to larger pressure.

Disclosure of Invention

Aiming at the defects of the prior art, the utility model aims to provide a basement anti-seismic and anti-seepage structure which has better anti-seismic performance and can improve the supporting effect on an overground building.

In order to achieve the above purpose, the present utility model is realized by the following technical scheme: the utility model provides a basement antidetonation impervious structure, includes concrete layer, the overground building is installed to concrete layer's upper end, and concrete layer's internally mounted has impervious retaining wall, impervious retaining wall's interior surface mounting has waterproof drainage layer, waterproof drainage layer's interior surface mounting has light antidetonation piece, light antidetonation piece's interior surface mounting has the basement component, basement component supports damper is installed to basement component's lower extreme side, and basement component top damper is installed to basement component's upper end.

In order to better realize the utility model, further, the basement component supporting damping mechanism comprises a first mounting seat, a first rotating block, a damping rod, a second rotating block, a second mounting seat, a limiting plate and a damping spring, wherein the second mounting seat is mounted on the side edge of the inner wall of the basement component, the second rotating block is mounted on the side edge of the second mounting seat, the damping rod is mounted on the side edge of the second rotating block, the limiting plates are mounted on the surfaces of the two ends of the damping rod, the damping spring is sleeved at the position of the damping rod between the two groups of limiting plates, the first rotating block is mounted at the other end of the damping rod, and the first mounting seat is mounted at the lower end of the first rotating block.

In order to better realize the utility model, further, a first cross support plate fixedly connected with the first mounting seat is arranged at the inner lower end of the basement component.

In order to better realize the utility model, further, one end of the shock absorption rod is rotationally connected with the first mounting seat through the first rotating block, and the other end of the shock absorption rod is rotationally connected with the second mounting seat through the second rotating block.

In order to better realize the utility model, further, the top supporting mechanism of the basement component comprises screw holes, bolts, a fixing plate and a second bracket, the second bracket is arranged at the upper end of the basement component, the fixing plate is arranged at the side edge of the second bracket corresponding to the inner wall of the basement component, the fixing plate is fixedly connected with the basement component through the bolts, and the screw holes corresponding to the bolts are formed in the inner wall of the basement component.

The utility model has the working principle that when the horizontal shock wave of an earthquake reaches a building, the shock wave extrudes the anti-seepage support wall, the anti-seepage support wall transmits the energy of the shock wave load to the light anti-shock block, the light anti-shock block absorbs the energy and is extruded and deformed, the shock wave energy is dissipated, the building on the ground is protected from being damaged by the earthquake, and meanwhile, when the anti-seepage support wall leaks, water can flow downwards through the waterproof drainage layer and is collected into a water collecting tank to drain regularly.

When the horizontal shock wave of an earthquake reaches a building, the shock wave extrudes the anti-seepage supporting wall, the anti-seepage supporting wall transmits the energy of the shock wave load to the light shock-resistant block, the light shock-resistant block absorbs the energy and is extruded and deformed, the shock wave energy is dissipated, the anti-seepage supporting wall protects the building on the ground from being damaged by the earthquake, meanwhile, when the anti-seepage supporting wall leaks, water can flow downwards through the waterproof drainage layer and is collected into the water collecting tank, water is drained regularly, when the earthquake magnitude is large, a basement component can be subjected to larger impact force, the impact force can drive the shock rod to be compressed, so that the buffer spring is driven to be compressed through the limiting plate, the buffer spring can play a further role in damping and the shock rod is compressed, when the piston can compress damping liquid in the shock rod, rebound is restrained by the buffer spring, the good shock absorption effect is achieved, one end of the shock rod is rotationally connected with the first mounting seat through the first rotating block, the other end of the shock rod is rotationally connected with the second mounting seat, the clamping rod can be prevented from being compressed, the shock rod can be compressed, the basement component can be compressed, the first supporting component can be fixedly and the bottom of the basement component can be fixedly provided with good performance through the first supporting seat through the inner end of the cross-shaped supporting plate; install the fixed plate in the upper end of basement component through bolt cooperation screw, through having set up the second support plate, can increase the area of contact between basement component and the overground building to make the gravity of overground building can be differentiated, in order to play good supporting effect, through installing the high strength reinforcing plate in the center position of second support plate, can promote the structural strength of second support plate.

Compared with the prior art, the utility model has the following advantages:

(1) According to the utility model, the basement component supporting and damping mechanism is arranged, so that the supporting and damping performance of the bottom of the basement component can be improved, the stability of the basement component is improved, and the problem that the basement component collapses when the light anti-seismic block cannot effectively damp the basement component when the earthquake magnitude is large is avoided;

(2) According to the utility model, the supporting mechanism at the top of the basement component is arranged, so that the supporting performance of the basement component on the overground building can be improved, and the problem of overlarge pressure on other positions of the basement component caused by uneven overground damping stress can be avoided by increasing the contact area between the basement component and the overground building;

(3) The utility model discloses optimize basement component and support damper and basement component top supporting mechanism's structure, make it have better shock resistance and supporting property, be applicable to the building structure of basement, be fit for extensively popularizing and applying.

Drawings

Other features, objects and advantages of the present utility model will become more apparent upon reading of the detailed description of non-limiting embodiments, given with reference to the accompanying drawings in which:

FIG. 1 is a schematic perspective view of the present utility model;

FIG. 2 is a schematic view of an anti-seismic and anti-seepage structure in the present utility model;

FIG. 3 is a schematic view of a basement component supporting shock absorbing mechanism according to the present utility model

FIG. 4 is a schematic view of the top support mechanism of the basement component of the present utility model.

Wherein: 1-concrete layer, 2-ground building, 3-basement component support damper, 31-first cross support plate, 32-first mount pad, 33-first rotary block, 34-damper rod, 35-second rotary block, 36-second mount pad, 37-limiting plate, 38-buffer spring, 4-basement component top support mechanism, 41-screw hole, 42-bolt, 43-fixed plate, 44-central high strength reinforcing plate, 45-second cross support plate, 5-basement component, 6-light shock-proof block, 7-waterproof drainage layer, 8-impervious support wall.

Detailed Description

Embodiments of the present utility model are described in detail below, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to like or similar elements or elements having like or similar functions throughout. The embodiments described below by referring to the drawings are illustrative only and are not to be construed as limiting the utility model.

In the description of the present utility model, it should be understood that the terms "center", "longitudinal", "lateral", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, are merely for convenience in describing the present utility model and simplifying the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model. Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, the definition of "first", "second" is for descriptive purposes only and is not to be construed as indicating or implying relative importance or implicitly including one or more such features. In the description of the present utility model, unless otherwise indicated, the meaning of "a plurality" is two or more.

In the description of the present utility model, it should be noted that, unless explicitly specified and limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be either fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; or may be directly connected, or may be indirectly connected through an intermediate medium, or may be communication between two elements. The specific meaning of the above terms in the present utility model will be understood in specific cases by those of ordinary skill in the art.

Example 1:

the main structure of this embodiment, as shown in fig. 1 and 2, comprises a concrete layer 1, an overground building 2 is installed at the upper end of the concrete layer 1, an impervious support wall 8 is installed in the concrete layer 1, a waterproof drainage layer 7 is installed on the inner surface of the impervious support wall 8, a light anti-seismic block 6 is installed on the inner surface of the waterproof drainage layer 7, a basement component 5 is installed on the inner surface of the light anti-seismic block 6, a basement component supporting damping mechanism 3 is installed on the side edge of the lower end of the basement component 5, and a basement component top supporting mechanism 4 is installed at the upper end of the basement component 5.

In the concrete implementation mode, when the horizontal shock wave of an earthquake reaches a building, the shock wave extrudes the anti-seepage supporting wall 8, the anti-seepage supporting wall 8 transmits the energy of the shock wave load to the light anti-seismic block 6, the light anti-seismic block 6 absorbs the energy and is extruded and deformed, the energy of the shock wave is dissipated, the ground building 2 is protected from being damaged by the earthquake, meanwhile, when the anti-seepage supporting wall 8 leaks, water can flow downwards through the waterproof drainage layer 7 and is gathered into the water collecting tank, and water is drained periodically.

Example 2:

the present embodiment further defines the structure of the basement member supporting damper mechanism 3 on the basis of the above embodiment, as shown in fig. 3, the basement member supporting damper mechanism 3 includes a first mounting seat 32, a first rotating block 33, a damper rod 34, a second rotating block 35, a second mounting seat 36, a limiting plate 37 and a damper spring 38, wherein the second mounting seat 36 is mounted on the side edge of the inner wall of the basement member 5, the second rotating block 35 is mounted on the side edge of the second mounting seat 36, the damper rod 34 is mounted on the side edge of the second rotating block 35, the limiting plates 37 are mounted on the surfaces of the two ends of the damper rod 34, the damper spring 28 is sleeved on the surface of the damper rod 34 between the two sets of limiting plates 37, the first rotating block 33 is mounted on the other end of the damper rod 24, and the first mounting seat 32 is mounted on the lower end of the first rotating block 33. When the earthquake magnitude is large, the basement component 5 can also receive great impact force at this moment, the impact force can drive the shock attenuation pole 34 to be compressed at this moment, thereby drive buffer spring 38 through limiting plate 37 and be compressed, buffer spring 38 can play further shock attenuation cushioning effect to basement component 5, and when shock attenuation pole 34 is compressed, the piston can compress the damping fluid of shock attenuation pole 34 inside, thereby restrain buffer spring 38 and produce the rebound, in order to play good shock attenuation effect, through the one end with shock attenuation pole 34 through first rotary block 33 with first mount pad 32 swivelling connection, the other end with shock attenuation pole 34 is through second rotary block 35 with second mount pad 36 swivelling connection, can avoid shock attenuation pole 34 to produce the card dead when being compressed, through install the first cross backup pad 31 with first mount pad 32 fixed connection in the inside lower extreme of basement component 5, can make the bottom of basement component 5 play good supporting property. By adopting the technical scheme, the damping and supporting performance of the bottom of the basement member 5 can be improved. Other portions of the present embodiment are the same as those of the above embodiment, and will not be described again.

Example 3:

the present embodiment further defines the structure of the basement member supporting damper mechanism 3 on the basis of the above embodiment, and as shown in fig. 2 and 3, the first cross support plate 31 fixedly connected with the first mounting seat 32 is mounted at the inner lower end of the basement member 5. By adopting the technical scheme, the bottom of the basement member 5 can play a good supporting role. Other portions of the present embodiment are the same as those of the above embodiment, and will not be described again.

Example 4:

the present embodiment further defines the structure of the basement member supporting the shock absorbing mechanism 3 on the basis of the above embodiment, as shown in fig. 3, one end of the shock absorbing rod 34 is rotatably connected with the first mounting seat 32 through the first rotating block 33, and the other end of the shock absorbing rod 34 is rotatably connected with the second mounting seat 36 through the second rotating block 35. By adopting the above technical scheme, the shock absorbing rod 34 can be prevented from being blocked when being compressed. Other portions of the present embodiment are the same as those of the above embodiment, and will not be described again.

Example 5:

the structure of the basement member top supporting mechanism 4 is further defined on the basis of the above embodiment, as shown in fig. 4, the basement member top supporting mechanism 4 includes a screw hole 41, a bolt 42, a fixing plate 43 and a twentieth supporting plate 45, the twentieth supporting plate 45 is installed at the upper end of the basement member 5, the fixing plate 43 is installed at the side edge of the twentieth supporting plate 45 corresponding to the inner wall of the basement member 5, the fixing plate 43 is fixedly connected with the basement member 5 through the bolt 42, and the screw hole 41 corresponding to the bolt 42 is provided at the inner wall of the basement member 5. The fixing plate 43 is mounted at the upper end of the basement member 5 through the bolt 42 matched with the screw hole 41, and the contact area between the basement member 5 and the overground building 2 can be increased through the arrangement of the twenty-first support plate 45, so that the gravity of the overground building 2 can be differentiated to have a good support effect, and the structural strength of the twenty-first support plate 45 can be improved through the arrangement of the central high-strength reinforcing plate 44 at the central position of the twenty-first support plate 45. By adopting the above technical scheme, the supporting performance of the basement member 5 to the above-ground building 2 can be improved. Other portions of the present embodiment are the same as those of the above embodiment, and will not be described again.

Example 6:

the present embodiment further defines the structure of the basement member top supporting mechanism 4 on the basis of the above embodiment, and as shown in fig. 4, the center position of the second bracket 45 is provided with a center high-strength reinforcing plate 44. By adopting the above technical scheme, the structural strength of the second bracket support plate 45 can be improved. Other portions of the present embodiment are the same as those of the above embodiment, and will not be described again.

It will be appreciated that the principles and operation of components of the basement anti-seismic and anti-seepage structure according to one embodiment of the utility model, such as the waterproof drainage layer 7 and the anti-seepage support wall 8, are well known to those skilled in the art and will not be described in detail herein.

While embodiments of the present utility model have been shown and described, it will be understood by those of ordinary skill in the art that: many changes, modifications, substitutions and variations may be made to the embodiments without departing from the spirit and principles of the utility model, the scope of which is defined by the claims and their equivalents.

Claims (6)

1. The utility model provides a basement antidetonation impervious structure, includes concrete layer (1), its characterized in that, building on ground (2) are installed to the upper end of concrete layer (1), and the internally mounted of concrete layer (1) has impervious retaining wall (8), the interior surface mounting of impervious retaining wall (8) has waterproof drainage layer (7), the interior surface mounting of waterproof drainage layer (7) has light antidetonation piece (6), the interior surface mounting of light antidetonation piece (6) has basement component (5), basement component support damper (3) are installed to the lower extreme side of basement component (5), and basement component top supporting mechanism (4) are installed to the upper end of basement component (5).

2. A basement anti-seismic and impervious structure according to claim 1, wherein: basement component supports damper (3) including first mount pad (32), first rotary block (33), shock attenuation pole (34), second rotary block (35), second mount pad (36), limiting plate (37) and buffer spring (38), wherein, second mount pad (36) are installed to the inner wall side of basement component (5), second rotary block (35) are installed to the side of second mount pad (36), shock attenuation pole (34) are installed to the side of second rotary block (35), limiting plate (37) are installed at the both ends surface mounting of shock attenuation pole (34), and the position cover that the surface of shock attenuation pole (34) is located between two sets of limiting plates (37) is equipped with buffer spring (38), and first rotary block (33) are installed to the other end of shock attenuation pole (34), first mount pad (32) are installed to the lower extreme of first rotary block (33).

3. A basement seismic and impervious structure according to claim 2, characterized in that the inner lower end of the basement member (5) is provided with a first cross support plate (31) fixedly connected with a first mounting seat (32).

4. A basement anti-seismic and impervious structure according to claim 2 or 3, characterized in that one end of the shock absorbing rod (34) is rotatably connected with the first mounting seat (32) through a first rotating block (33), and the other end of the shock absorbing rod (34) is rotatably connected with the second mounting seat (36) through a second rotating block (35).

5. A basement anti-seismic and anti-seepage structure according to any one of claims 1-3, characterized in that the basement component top supporting mechanism (4) comprises screw holes (41), bolts (42), fixing plates (43) and a twenty-first supporting plate (45), the twenty-first supporting plate (45) is arranged at the upper end of the basement component (5), the fixing plates (43) are arranged on the side edges of the twenty-first supporting plate (45) corresponding to the inner wall of the basement component (5), and the fixing plates (43) are fixedly connected with the basement component (5) through the bolts (42), and the screw holes (41) corresponding to the bolts (42) are formed in the inner wall of the basement component (5).

6. A basement seismic and impervious structure according to claim 5, characterized in that said support plate (45) is provided with a central high-strength reinforcing plate (44) in the central position.