CN219099709U

CN219099709U - Full-spread type supporting cushion layer for vibration isolation of integral building

Info

Publication number: CN219099709U
Application number: CN202223245001.1U
Authority: CN
Inventors: 何家豪
Original assignee: Guangdong Weibote Acoustic Technology Co ltd
Current assignee: Guangdong Weibote Acoustic Technology Co ltd
Priority date: 2022-12-05
Filing date: 2022-12-05
Publication date: 2023-05-30
Anticipated expiration: 2032-12-05

Abstract

The utility model relates to a full-spread type supporting cushion layer for vibration isolation of an integral building, which comprises a soil layer, wherein a foundation trench is formed in the top of the soil layer, a supporting cushion layer is arranged in the foundation trench, the supporting cushion layer comprises an outer protection frame, the outer surface of the outer protection frame is fixedly connected with the inner wall of the foundation trench, a drainage layer is fixedly arranged in the outer protection frame, a stable soil layer is fixedly connected to the top of the drainage layer, and a vibration isolation layer is fixedly connected to the top of the stable soil layer. This full shop formula supporting cushion layer for integral building vibration isolation is through being provided with the supporting cushion layer to make the supporting cushion layer possess vibration isolation frost-proof performance, make the drainage performance and the dampproof performance of supporting cushion layer all have showing in addition and promote, solved the frost-proof and the water stability performance general at the chilly plain concrete cushion layer in north of weather, thereby influence the problem of going on of integral building construction, make the practicality reinforcing of full shop formula supporting cushion layer for integral building vibration isolation.

Description

Full-spread type supporting cushion layer for vibration isolation of integral building

Technical Field

The utility model relates to the technical field of cushion layers, in particular to a full-spread type supporting cushion layer for vibration isolation of an integral building.

Background

The cushion layer is a structural layer below the base layer, has the main effects of isolating water, draining water, preventing freezing and improving working conditions of the soil base, has better water stability requirement, is used for improving the water stability of the soil base when the water stability of the soil base is poor, improves the water stability and the frost heaving resistance of the pavement structure, and can spread load to reduce deformation of the soil base, so that the cushion layer is usually arranged in the whole building process when the wet temperature of the soil base is poor, the strength of the cushion layer material is not required to be very high, and fills the foundation tank through the fully paved cushion layer under the condition that the soil base is wet in a large area, so that the water stability of the soil base is balanced, and a good environment is provided for the whole building construction.

The prior art adopts plain concrete in most of the cushion layers, so that the water stability of the support cushion layer is general, the water seepage condition can be generated, particularly in the north, the weather is cold, the antifreezing performance of the plain concrete cushion layer is general, the built soil-based water stability condition is poor, and the whole building construction is affected, so that the full-spread support cushion layer for the whole building vibration isolation is provided to solve the problems.

Disclosure of Invention

Aiming at the defects of the prior art, the full-paved supporting cushion layer for the vibration isolation of the integral building has the advantages of vibration isolation and freezing prevention, and solves the problems that the cushion layer adopts plain concrete for the most part, so that the water stability of the supporting cushion layer is general, water seepage can be generated, particularly in the north, the weather is cold, the freezing prevention performance of the plain concrete cushion layer is general, the water stability of a constructed soil base is poor, and the integral building construction is influenced.

In order to achieve the above purpose, the present utility model provides the following technical solutions: the full-spread type supporting cushion layer for the vibration isolation of the integral building comprises a soil layer, wherein a base groove is formed in the top of the soil layer, and the supporting cushion layer is arranged in the base groove;

the supporting cushion layer is including outer protection frame, the surface and the basic groove inner wall fixed connection of outer protection frame, the inside fixed mounting of outer protection frame has the drainage layer, the top fixedly connected with of drainage layer stabilizes the soil layer, the top fixedly connected with shock insulation layer of stabilizing the soil layer, the top fixedly connected with water barrier of shock insulation layer, the top fixedly connected with waterproof layer of water barrier, the top fixedly connected with layer prevents frostbite of waterproof layer, the top fixedly connected with heat preservation of layer prevents frostbite, the top fixedly connected with reinforced concrete layer of heat preservation.

Further, the waterproof layer is including the waterproof layer, the bottom of waterproof layer and the top fixed connection of shock insulation layer, the top fixedly connected with moisture isolation layer of waterproof layer, the top fixedly connected with flexible bed course of moisture isolation layer.

Further, the top of outer protection frame and reinforced concrete layer's top fixedly connected with basic unit, the one end of basic unit runs through and extends to the outside of soil layer.

Further, the outer protection frame is a concrete outer protection frame, and the outer protection frame is rectangular when seen from top to bottom.

Further, the drainage layer is a gravel layer, and a plurality of drainage holes are formed in the gravel layer.

Further, the shock insulation layer is a rubble concrete layer, and the antifreezing layer is an antifreezing expansion natural gravel layer.

Further, the waterproof layer is an asphalt waterproof layer, and the flexible cushion layer is a rock wool board layer.

Compared with the prior art, the technical scheme of the application has the following beneficial effects:

this full shop formula supporting cushion layer for integral building vibration isolation is through being provided with the supporting cushion layer to make the supporting cushion layer possess vibration isolation frost-proof performance, make the drainage performance and the dampproof performance of supporting cushion layer all have showing in addition and promote, solved the frost-proof and the water stability performance general at the chilly plain concrete cushion layer in north of weather, thereby influence the problem of going on of integral building construction, make the practicality reinforcing of full shop formula supporting cushion layer for integral building vibration isolation.

Drawings

FIG. 1 is a schematic diagram of the structure of the present utility model;

FIG. 2 is a cross-sectional view of a structural water barrier of the present utility model;

fig. 3 is a top view of a structural support cushion of the present utility model.

In the figure: 1 soil layer, 2 foundation grooves, 3 supporting cushion layers, 301 outer protective frames, 302 drainage layers, 303 stabilized soil layers, 304 shock insulation layers, 305 water-resisting layers, 3051 waterproof layers, 3052 moisture isolation layers, 3053 flexible cushion layers, 306 antifreezing layers, 307 heat preservation layers, 308 reinforced concrete layers and 4 base layers.

Detailed Description

The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

Referring to fig. 1-3, a full-spread type supporting cushion layer for vibration isolation of an integral building in this embodiment includes a soil layer 1, a base groove 2 is provided at the top of the soil layer 1, a supporting cushion layer 3 is provided in the base groove 2, and a base layer 4 with one end penetrating and extending to the outside of the soil layer 1 is spread in the base groove 2.

Specifically, through being provided with the supporting cushion layer 3 to make the supporting cushion layer possess vibration isolation frost-proof performance, make the drainage performance and the dampproof performance of supporting cushion layer all have showing to promote moreover, solved the frost-proof and the water stability performance general at the chilly plain concrete cushion layer in north of weather, thereby influence the problem of going on of whole construction

In this embodiment, the supporting cushion layer 3 includes an outer protecting frame 301, the outer protecting frame 301 is a concrete outer protecting frame, the outer protecting frame 301 is rectangular when seen from top to bottom, the outer surface of the supporting cushion layer 3 is provided with waterproof performance and stabilizes the structure of the supporting cushion layer 3, the outer surface of the outer protecting frame 301 is fixedly connected with the inner wall of the foundation trench 2, the inside of the outer protecting frame 301 is fixedly provided with a drainage layer 302, the drainage layer 302 is a rubble layer, a plurality of drainage holes are formed in the rubble layer, drainage is facilitated and water absorption of the supporting cushion layer 3 is avoided, the water stability of the supporting cushion layer 3 is excellent, the top of the drainage layer 302 is fixedly connected with a stabilizing soil layer 303, the top of the stabilizing soil layer 303 is fixedly connected with a shock insulation layer 304, the top of the shock insulation layer 304 is fixedly connected with a water insulation layer 305, the top of the water insulation layer 305 is fixedly connected with a waterproof layer 3051, the top of the waterproof layer 3051 is fixedly connected with an anti-freezing layer 306, the shock insulation layer 304 is a rubble concrete layer, the anti-swelling natural gravel layer 306 is further avoided, the structural layer of the supporting cushion layer 3 is excessively low, the top of the anti-freezing layer 306 is fixedly connected with the top 307 of the anti-freezing layer 307, and the top of the anti-freezing layer is fixedly connected with the top of the supporting cushion layer 308 is fixedly connected with the reinforcing steel bar layer 308, and the top of the insulating layer is fixedly connected with the top of the reinforcing steel bar layer 308.

Specifically, the drainage layer 302 is filled at the bottom of the outer protective frame 301, so that the drainage performance of the supporting cushion layer 3 is improved, the stable soil layer 303 and the vibration isolation layer 304 are paved on the drainage layer 302, and then the vibration isolation and stability effects of the supporting cushion layer 3 are improved, so that the water stability effect of the fully paved supporting cushion layer is better, the anti-freezing layer 306, the heat preservation layer 307 and the reinforced concrete layer 308 are paved at the top of the water isolation layer 305, and the supporting strength and the anti-freezing performance of the supporting cushion layer 3 are obviously improved.

In this embodiment, the waterproof layer 305 includes a waterproof layer 3051, the waterproof layer 3051 is an asphalt waterproof layer, the bottom of the waterproof layer 3051 is fixedly connected with the top of the shock insulation layer 304, the top of the waterproof layer 3051 is fixedly connected with a moisture isolation layer 3052, and further, the inside of the moisture intrusion prevention layer 306 and the heat insulation layer 307 is isolated, the top of the moisture isolation layer 3052 is fixedly connected with a flexible cushion layer 3053, and the flexible cushion layer 3053 is a rock wool board layer.

Specifically, waterproof layer 3051, moisture isolation layer 3052 and flexible cushion layer 3053 are laid on the upper surface of shock insulation layer 304, so that water vapor or water is prevented from penetrating into anti-freezing layer 306 at the top of waterproof layer 305 in the drainage process of drainage layer 302, and the purpose of guaranteeing stable performance of anti-freezing layer 306 is achieved.

The working principle of the embodiment is as follows:

the user is through building outer protection frame 301 in the inside of foundation ditch 2, the bottom at outer protection frame 301 fills the drainage layer 302 of one deck thicker, thereby improve the drainage performance of full-laid support bed course, lay stable soil layer 303 and shock insulation layer 304 at drainage layer 302, and then increase the vibration isolation effect and the stability of full-laid support bed course, thereby make the steady effect of water of full-laid support bed course better, and then lay waterproof layer 3051 at shock insulation layer 304 upper surface, moisture isolation layer 3052 and flexible bed course 3053, thereby avoid drainage layer 302 drainage in-process have steam or water infiltration to the anti-freezing layer 306 at water barrier 305 top, and then guaranteed the stable performance of anti-freezing layer 306, then lay heat preservation 307 and reinforced concrete layer 308 at anti-freezing layer 306 top, make the anti-freezing effect of anti-freezing layer 306 better, and provide intensity support for laying the basic layer at full-laid support bed course top.

It is noted that relational terms such as first and second, and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Moreover, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising one … …" does not exclude the presence of other like elements in a process, method, article, or apparatus that comprises the element.

Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides a full-spread formula supporting cushion layer for integral building vibration isolation, includes soil horizon (1), its characterized in that: a base groove (2) is formed in the top of the soil layer (1), and a supporting cushion layer (3) is arranged in the base groove (2);

the supporting cushion layer (3) comprises an outer protection frame (301), the outer surface of the outer protection frame (301) is fixedly connected with the inner wall of a foundation groove (2), a drainage layer (302) is fixedly installed in the outer protection frame (301), a stable soil layer (303) is fixedly connected to the top of the drainage layer (302), a vibration isolation layer (304) is fixedly connected to the top of the stable soil layer (303), a waterproof layer (305) is fixedly connected to the top of the vibration isolation layer (304), a waterproof layer (3051) is fixedly connected to the top of the waterproof layer (305), an antifreezing layer (306) is fixedly connected to the top of the waterproof layer (3051), a heat preservation layer (307) is fixedly connected to the top of the antifreezing layer (306), and a reinforced concrete layer (308) is fixedly connected to the top of the heat preservation layer (307).

2. The full-spread support mat for vibration isolation of an integrated building according to claim 1, wherein: waterproof layer (305) are including waterproof layer (3051), the bottom of waterproof layer (3051) and the top fixed connection of shock insulation layer (304), the top fixedly connected with moisture isolation layer (3052) of waterproof layer (3051), the top fixedly connected with flexible bed course (3053) of moisture isolation layer (3052).

3. The full-spread support mat for vibration isolation of an integrated building according to claim 1, wherein: the top of outer protection frame (301) and the top fixedly connected with basic unit (4) of reinforced concrete layer (308), the one end of basic unit (4) runs through and extends to the outside of soil layer (1).

4. The full-spread support mat for vibration isolation of an integrated building according to claim 1, wherein: the outer protective frame (301) is a concrete outer protective frame, and the outer protective frame (301) is rectangular when seen from top to bottom.

5. The full-spread support mat for vibration isolation of an integrated building according to claim 1, wherein: the drainage layer (302) is a gravel layer, and a plurality of drainage holes are formed in the gravel layer.

6. The full-spread support mat for vibration isolation of an integrated building according to claim 1, wherein: the shock insulation layer (304) is a rubble concrete layer, and the antifreezing layer (306) is an antifreezing expansion natural gravel layer.

7. The full-spread support mat for vibration isolation of an integrated building according to claim 2, wherein: the waterproof layer (3051) is an asphalt waterproof layer, and the flexible cushion layer (3053) is a rock wool board layer.