CN203583969U - Building compounding with frost heaving resistance and shock insulation - Google Patents
Building compounding with frost heaving resistance and shock insulation Download PDFInfo
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- CN203583969U CN203583969U CN201320772635.4U CN201320772635U CN203583969U CN 203583969 U CN203583969 U CN 203583969U CN 201320772635 U CN201320772635 U CN 201320772635U CN 203583969 U CN203583969 U CN 203583969U
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- shock insulation
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Abstract
The utility model discloses a building compounding with frost heaving resistance and shock insulation. The building comprises a rigid foundation and a wall which is arranged on the rigid foundation, wherein a sand shock insulating bedding layer is arranged below the rigid foundation; two layers of shock insulating ring beams are arranged between the rigid foundation and the wall; the two layers of shock insulating ring beams are integrally adhered by a mortar layer; moreover, the two layers of shock insulating ring beams are also connected by elastic buffer bodies. According to the building, the sand shock insulating bedding layer and the shock insulating ring beam structure can effectively prevent foundation frost heavy from damaging the building; meanwhile, when a small seism occurs, the shock insulation purpose can be realized through the internal plastic deformation and the damping energy consumption of the sand shock insulating bedding layer; the mortar layer between the two layers of shock insulating ring beams is the weakest link; when a medium or great seism occurs, the mortar layer is broken at first; a great deal of seismic energy is consumed during the process of relative slippage between the upper ring beam layer and the lower ring beam layer, so that the upper structure of the building is protected from collapsing.
Description
Technical field
The utility model relates to a kind of building structure, particularly a kind of building structure with frost heaving resistant, shock insulation function.
Background technology
In buildings such as Frozen Ground Area and construction houses, earthquake prone district, need to consider frost heaving resistant performance and the shockproof properties of building body.
A lot of areas of China (for example Xinjiang region) all can become tundra in cold season, a large amount of villages and small towns building in these areas is all based upon on the ground of easy generation frost heave conventionally, and a lot of buildings have all been subject to the destruction of bringing because of foundation frost heaving distortion because do not take heaving measures.A lot of areas of China are also on the multiple area of earthquake simultaneously, earthquake is very powerful to the destructive power of building body, the self-built building in most of rural area of China is not taked seismic measures in accordance with regulations at present, therefore these building bodies are difficult to resist the destruction of earthquake, and also therefore when coming earthquake, lives and properties have suffered heavy losses.
Utility model content
In view of this, the purpose of this utility model is to provide a kind of frost heaving resistant composite shock insulation building body, to solve frost heave and the earthquake destruction problem to building body.
The utility model frost heaving resistant composite shock insulation building body, comprises rigid foundation and is arranged at the body of wall in rigid foundation, the below of described rigid foundation is provided with sand shock insulation bed course.
Further, be provided with two-layer shock insulation collar tie beam between described rigid foundation and body of wall, two-layer shock insulation collar tie beam is integral by screed is bonding; Two-layer shock insulation collar tie beam along be circumferentially provided with some up and down over against vertical hole, in described vertical hole, be provided with the elastic buffer body that connects two-layer shock insulation collar tie beam.
Further, the rubber beams of described elastic buffer body for being formed by rubber strip colligation.
Further, described body of wall is the bonding masonry wall forming of masonry mortar higher than screed by block and adhesive strength.
Further, described rigid foundation is pedestal foot basis.
The beneficial effects of the utility model:
1, the utility model frost heaving resistant composite shock insulation building body, the sand shock insulation bed course of its setting has that water content is low, the feature of good water permeability, and sand intergranular pore is larger, is difficult for forming capillarity, can effectively prevent in cold season frost heave, eliminate foundation frost heaving problem on deformation; When there is earthquake, by inside plastic strain and the damping energy dissipation of sand shock insulation bed course, can realize shock insulation object simultaneously, alleviate the destruction of earthquake to building body.
2, the utility model frost heaving resistant composite shock insulation building body, screed between two-layer shock insulation collar tie beam is weakest link in building body structure, in meeting with, during violent earthquake, only depend on plastic strain and the damping energy dissipation of sand shock insulation bed course to shake indelibly the destruction to building, at this moment earthquake meeting first makes screed break, and make upper strata collar tie beam, with lower floor collar tie beam, relative slippage occur, elastic deformation at the relative slipping Elastic of levels collar tie beam buffer body further consumes again a large amount of seismic energies, under the dual function of shock insulation of sand shock insulation bed course and elastic buffer body, can protect building body superstructure can not collapse like this, and earthquake back wall can be realized to a certain extent reset under the effect of elastic buffer body screen resilience, solved the destruction problem of earthquake to building.
Accompanying drawing explanation
Fig. 1 is the sectional schematic diagram of the utility model frost heaving resistant composite shock insulation building body;
Fig. 2 is the left view of Fig. 1.
The specific embodiment
Below in conjunction with drawings and Examples, the utility model is further described.
As shown in the figure, the present embodiment frost heaving resistant composite shock insulation building body, comprises rigid foundation 1 and is arranged at the body of wall 2 in rigid foundation 1, the below of described rigid foundation 1 is provided with sand shock insulation bed course 3.
The sand shock insulation bed course 3 arranging in the present embodiment frost heaving resistant composite shock insulation building body has that water content is low, the feature of good water permeability, and sand intergranular pore is larger, is difficult for forming capillarity, can effectively prevent in cold season frost heave, eliminates foundation frost heaving problem on deformation; When there is earthquake, by inside plastic strain and the damping energy dissipation of sand shock insulation bed course 3, can realize shock insulation object simultaneously, alleviate the destruction of earthquake to building body, when earthquake magnitude is lower, can guarantee that wall body structure can not damage.
As the improvement to the present embodiment, between described rigid foundation 1 and body of wall 2, be provided with two-layer shock insulation collar tie beam 4, two-layer shock insulation collar tie beam 4 is integral by screed 5 is bonding; Two-layer shock insulation collar tie beam 4 along be circumferentially provided with some up and down over against vertical hole, in described vertical hole, be provided with the elastic buffer body 6 that connects two-layer shock insulation collar tie beam 4.
The position being the most easily damaged when generally, body of wall root is earthquake; The present embodiment frost heaving resistant composite shock insulation building body, shock insulation collar tie beam 4 is arranged between rigid foundation 1 and body of wall 2, and the screed 5 between two-layer shock insulation collar tie beam 4 is to have suffered weakest link in building body structure, can effectively body of wall fracture portion be caused to screed 5 like this when earthquake.In meeting with, during violent earthquake, plastic strain and the damping energy dissipation of depending sand shock insulation bed course 3 alone shake the destruction to body of wall 2 indelibly, at this moment earthquake meeting first makes screed 5 break, and make upper strata collar tie beam, with lower floor collar tie beam, relative slippage occur, elastic deformation at the relative slipping Elastic of levels collar tie beam buffer body further consumes again a large amount of seismic energies, under the dual function of shock insulation of sand shock insulation bed course and elastic buffer body, can protect building body superstructure can not collapse like this, and earthquake back wall can be realized to a certain extent reset under the effect of elastic buffer body screen resilience, can realize shake in building body can repair, the shockproof target of no collapsing with strong earthquake.
As the improvement to the present embodiment, the rubber beams of described elastic buffer body 6 for being formed by rubber strip colligation, rubber beams has good buffering shock-absorbing and elastic reset ability, and manufacturing cost is lower, is applicable to wide popularization and application.
In the present embodiment, described body of wall 1 is the bonding masonry wall forming of masonry mortar higher than screed between shock insulation collar tie beam by block and adhesive strength; Masonry wall structure is widely used in rustic home building, the anti-seismic performance of the raising rustic home that this structure frost heaving resistant composite shock insulation building body can be very large, protection people life property safety.
As the improvement to the present embodiment, between described rigid foundation 1 and sand shock insulation bed course 3, be provided with plain concrete cushion layer 7, plain concrete cushion layer 7 can make the load of its superstructure be delivered to uniformly sand shock insulation bed course 3, can play a protective role to sand shock insulation bed course 3.
As the improvement to the present embodiment, described rigid foundation 1 is pedestal foot basis, and pedestal foot basis is staged from top to bottom to be widened step by step, can meet the load bearing requirements of rigid foundation, and its bottom is wider, to substructure, destroys less.
Finally explanation is, above embodiment is only unrestricted in order to the technical solution of the utility model to be described, although the utility model is had been described in detail with reference to preferred embodiment, those of ordinary skill in the art is to be understood that, can modify or be equal to replacement the technical solution of the utility model, and not departing from aim and the scope of technical solutions of the utility model, it all should be encompassed in the middle of claim scope of the present utility model.
Claims (5)
1. a frost heaving resistant composite shock insulation building body, comprises rigid foundation and is arranged at the body of wall in rigid foundation, it is characterized in that: the below of described rigid foundation is provided with sand shock insulation bed course.
2. frost heaving resistant composite shock insulation building body according to claim 1, is characterized in that: between described rigid foundation and body of wall, be provided with two-layer shock insulation collar tie beam, two-layer shock insulation collar tie beam is integral by screed is bonding; Two-layer shock insulation collar tie beam along be circumferentially provided with some up and down over against vertical hole, in described vertical hole, be provided with the elastic buffer body that connects two-layer shock insulation collar tie beam.
3. frost heaving resistant composite shock insulation building body according to claim 2, is characterized in that: the rubber beams of described elastic buffer body for being formed by rubber strip colligation.
4. frost heaving resistant composite shock insulation building body according to claim 2, is characterized in that: described body of wall is the bonding masonry wall forming of masonry mortar higher than screed between shock insulation collar tie beam by block and adhesive strength.
5. frost heaving resistant composite shock insulation building body according to claim 1, is characterized in that: described rigid foundation is pedestal foot basis.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320772635.4U CN203583969U (en) | 2013-11-28 | 2013-11-28 | Building compounding with frost heaving resistance and shock insulation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320772635.4U CN203583969U (en) | 2013-11-28 | 2013-11-28 | Building compounding with frost heaving resistance and shock insulation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203583969U true CN203583969U (en) | 2014-05-07 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320772635.4U Expired - Fee Related CN203583969U (en) | 2013-11-28 | 2013-11-28 | Building compounding with frost heaving resistance and shock insulation |
Country Status (1)
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| CN (1) | CN203583969U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110777833A (en) * | 2019-10-24 | 2020-02-11 | 黑龙江省地震办公室 | Shock isolation method and shock isolation system |
| CN110847401A (en) * | 2019-10-22 | 2020-02-28 | 石河子大学 | Shock insulation structure based on masonry structure building |
-
2013
- 2013-11-28 CN CN201320772635.4U patent/CN203583969U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110847401A (en) * | 2019-10-22 | 2020-02-28 | 石河子大学 | Shock insulation structure based on masonry structure building |
| CN110777833A (en) * | 2019-10-24 | 2020-02-11 | 黑龙江省地震办公室 | Shock isolation method and shock isolation system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140507 Termination date: 20201128 |