CN203239028U - Asphalt-sand cushion layer and rubber rod energy dissipation shock reduction building - Google Patents
Asphalt-sand cushion layer and rubber rod energy dissipation shock reduction building Download PDFInfo
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- CN203239028U CN203239028U CN 201320275417 CN201320275417U CN203239028U CN 203239028 U CN203239028 U CN 203239028U CN 201320275417 CN201320275417 CN 201320275417 CN 201320275417 U CN201320275417 U CN 201320275417U CN 203239028 U CN203239028 U CN 203239028U
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- tie beam
- collar tie
- rubber bar
- sand cushion
- ground collar
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Abstract
The utility model discloses an asphalt-sand cushion layer and rubber rod energy dissipation shock reduction building which comprises a foundation, a ground ring beam fixed on the foundation and an upper-portion wall body built on the ground ring beam. The ground ring beam consists of an upper ground ring beam and a lower ground ring beam, wherein an asphalt-sand cushion layer is paved between the upper ground ring beam and the lower ground ring beam. A plurality of rubber rods arranged at intervals are arranged at the same horizontal position between the upper ground ring beam and the lower ground ring beam, one end of each rubber rod extends into the upper ground ring beam, and the other end of each rubber rod extends into the lower ground ring beam. The anti-seismic capacity of a masonry structure of the energy dissipation shock reduction building is improved, a masonry structure house is ensured not to be destroyed under the strong seismic effect, the seismic hazard is reduced, the national anti-disaster cost is saved, and casualties and property loss are decreased. In addition, the asphalt-sand cushion layer and rubber rod energy dissipation shock reduction building is low in construction cost, simple and convenient to construct and good in shock reduction effect and can meet the requirements for popularization and usage in rural areas.
Description
Technical field
The utility model relates to a kind of energy-dissipating and shock-absorbing building, relates in particular to a kind of pitch-sand cushion and rubber bar energy-dissipating and shock-absorbing building.
Background technology
China is the country of earthquake more than, and the violent earthquakes such as the Xingtai in the 60 to 70's, Haicheng City, Tangshan have brought huge disaster to the people's lives and property.In the Wenchuan earthquakes in 2008, the broken ring of building is serious, and particularly in the building of villages and small towns, 80%～90% is masonry structure, and because it is not provided fortification against earthquakes or inferior seismic countermeasure, a large amount of houses destroy and collapse, and the earthquake especially severe is the antidetonation weak link.7.1 grades of earthquakes occured again in China Yushu district, Qinghai area in 2010, and the masonry structure earthquake is serious, the thousands injures and deaths, and another leaves our most bitter lesson for.The technical measures of thrifty practicality are the most effective antidetonation approach.Earthquake and the analysis showed that has together elongated horizontal fracture at wall base place, superstructure can be slided at this horizontal fracture, has effectively realized energy-dissipating and shock-absorbing, and the top earthquake is different from or is lighter than seamless building, a kind of successful energy-dissipating and shock-absorbing measure that Here it is.At present pre-earthquake-proof, antidetonation mitigation become the severe problem that the antidetonation scientific research personnel faces already.
Traditional Seismic Design Method is to guarantee structural seismic resistance safety by intensity and the deformability that improves structural element, and namely by strengthening sectional dimension of members and arrangement of reinforcement, the methods such as the raising rigidity of structure are strengthened the shock resistance of structure.But the materials of structure are many, the rigidity of structure and quality also increase thereupon, geological process is also larger, the energy that causes fabric structure to absorb increases, these dissipation of energies are again to produce inelastic deformation by member, the crack occurs or destroy realizing, structure failure or collapse consequently, can not really play the effect of energy-dissipating and shock-absorbing, repeatedly seismic demage analysis shows, the method is both uneconomical also not necessarily a good anti seismic efficiency.
In the prior art, the sliding and shock isolation technology has become a kind of novel architectural vibration-insulation technology.But traditional shock insulation adopts take rubber earthquake isolation support as main base isolation, and this vibration-isolating system technology maturation is also used in Practical Project, but because its cost is high, therefore multiplex in important building structure.In addition, other has small part is pure frictional slip vibration-isolating system, and that used sliding and shock isolation device is difficult to realize is spacing, reset.For example existing " sliding isolated bearing ", though have simplely, the advantage such as cost is low, isolating affection is remarkable can not self-resetting, need add in addition complicated spacing, resetting means, the infinite place earthquake isolating equipment can be excessive because of slippage, causes the slippage unstable phenomenon.
Along with the deep development of scientific research and scientific experimentation, imagination and the way of various control shakes, energy-dissipating and shock-absorbing are arisen at the historic moment.The metal damper of current architecture configuration energy-dissipating and shock-absorbing technology, such as U-shaped, X-shaped, triangle, that plastic strain by metal material comes earthquake energy, in building structure, generally being installed in herringbone supports, by shear strain, force metal damper to produce flexural deformation, thus earthquake energy.Its structure is complicated, and cost is higher, and power transmission is not direct, and material use efficient is not high.
Along with the fast development of Domestic Automotive Industry, China's junked tire amount surge, the junked tire amount is only second to the U.S. at present, occupies the second place of the world.Tire is rubber, belongs to heat cured polymeric material, is difficult under field conditions (factors) degrade, if abandon it in the earth's surface or be embedded in the soil, the more than ten years all undergo no deterioration or rot, and land occupation is gone back in the accumulation of scrap rubber, contaminated environment affects residents ' health and fire hazardous.But rubber has higher elastic performance and good anti-fatigue performance simultaneously, and good damping characteristic is arranged.Compare with other constructional materials, its characteristics are as follows: 1. the modulus of elasticity of rubber bar is less; 2. stress-strain diagram does not have obvious yield point; 3. larger elastic deformability; Can from moderate finite deformation, recover when 4. external force removes.
The utility model content
For above shortcomings in the prior art, the utility model provide a kind of for area, vast villages and small towns a large amount of exist in, Low-rise Masonry Building, improve the shock resistance of brick mix structure, guarantee brick masonry structure building not failure, the pitch-sand cushion of earthquake disaster mitigation and rubber bar energy-dissipating and shock-absorbing building under severe earthquake action.
In order to solve the problems of the technologies described above, the utility model has adopted following technical scheme:
Pitch-sand cushion and rubber bar energy-dissipating and shock-absorbing building, comprise the basis, be fixedly installed on the ground collar tie beam on the basis and build top body of wall on the ground collar tie beam by laying bricks or stones, described ground collar tie beam is comprised of upper ground collar tie beam and lower ground collar tie beam, on described asphalt sand cushion between collar tie beam and the lower ground collar tie beam; Same level height between upper ground collar tie beam and lower ground collar tie beam arranges the rubber bar that several spacings equate, an end of described rubber bar puts in the ground collar tie beam, and the other end of rubber bar puts in the lower ground collar tie beam.
As a kind of preferred version of the present utility model, described rubber bar is connected to form by screw bolt and nut by the sheet rubber stack is rear.
As another kind of preferred version of the present utility model, filled bitumen ointment in the space between described rubber bar and upper ground collar tie beam and rubber bar and the lower ground collar tie beam.
As another preferred version of the present utility model, the thickness of described bitumen sand cushion is 10mm～30mm.
The utility model also provides a kind of pitch-sand cushion and rubber bar energy-dissipating and shock-absorbing building, comprises the basis, is fixedly installed on the ground collar tie beam on the basis and builds top body of wall on the ground collar tie beam by laying bricks or stones, asphalt sand cushion between described ground collar tie beam and the top body of wall; Same level height between ground collar tie beam and top body of wall arranges the rubber bar that several spacings equate, an end of described rubber bar puts in the body of wall of top, and the other end of rubber bar puts in the ground collar tie beam.
Compared with prior art, the utlity model has following beneficial effect:
1, improve the shock resistance of brick mix structure, guarantee brick masonry structure building failure not under severe earthquake action, earthquake disaster mitigation for country saves the expense of combating a natural disaster, reduces casualties and property loss; And this pitch-sand cushion and rubber bar energy-dissipating and shock-absorbing building are cheap, easy construction, and damping effect is better, can satisfy the requirement of promoting the use of in the rural area.
2, the selection of material has the characteristics such as friction factor is low, good springiness, and slippage is obvious under the large shake effect, and damping effect is remarkable; By the acting in conjunction of rubber bar and bolt, structure is understood a certain amount of recovery is occured self, repairs simple and convenient.
Build by laying bricks or stones with the collar tie beam progress when 3, constructing, do not affect the construction period, waste old is applied to build in the energy-dissipating and shock-absorbing, both protection of the environment turned waste into wealth again.
Description of drawings
Fig. 1 is the structural representation of pitch-sand cushion and rubber bar energy-dissipating and shock-absorbing building;
Fig. 2 is that Fig. 1 is along the sectional drawing of A-A;
Fig. 3 is that Fig. 1 is along the sectional drawing of B-B.
In the accompanying drawing: 1-basis; 2-ground collar tie beam; 3-top body of wall; 4-upward collar tie beams; 5-lower ground collar tie beam; 6-bitumen sand cushion; 7-rubber bar.
The specific embodiment
Below in conjunction with the drawings and specific embodiments the utility model is described in further detail.
Shown in Fig. 1～3, pitch-sand cushion and rubber bar energy-dissipating and shock-absorbing building, comprise basis 1, be fixedly installed on the basis on 1 ground collar tie beam 2 and build top body of wall 3 on ground collar tie beam 2 by laying bricks or stones.Ground collar tie beam 2 is made of asphalt sand cushion 6 between upper ground collar tie beam 4 and lower ground collar tie beam 5 upper ground collar tie beam 4 and lower ground collar tie beam 5.Same level height between upper ground collar tie beam 4 and lower ground collar tie beam 5 arranges the rubber bar 7 that several spacings equate, an end of rubber bar 7 puts in the ground collar tie beam 4, and the other end of rubber bar 7 puts in the lower ground collar tie beam 5.Filled bitumen ointment in the space between rubber bar 7 and upper ground collar tie beam 4 and rubber bar 7 and the lower ground collar tie beam 5.(mass ratio of pitch and sand is that (thickness is 10mm～30mm), satisfy different intensity area energy-dissipating and shock-absorbing demands for 1:2～1:5) and laying depth to match ratio by changing pitch-sand.Rubber bar 7 is connected to form by screw bolt and nut by after the sheet rubber stack, and under the large shake effect, by the acting in conjunction of rubber bar and bolt, structure is understood a certain amount of recovery is occured self, repairs simple and convenient.
Structure is under little shake effect, should be without relative sliding between top-out and basis, should be able to guarantee house normal usage function requirement, do the time spent when meeting with large shake, the up-down structure of bitumen sand cushion 6 is along the bed course relative sliding, stop and weaken the earthquake motion energy that imports superstructure into from underground, destroy with the situation of collapsing and occur thereby significantly reduce superstructure.Rubber bar 7 produces certain shear strain under geological process, by elastic-plastic deformation dissipation seismic energy, superstructure produces certain slip at the glide lamella place, when the slippage at glide lamella place is excessive, 7 energy dissipatings of rubber bar and position-limiting action satisfy house normal usage function requirement.
Pitch-sand cushion and rubber bar energy-dissipating and shock-absorbing building organically are combined as a whole sliding friction and displacement-limited with dissipation, excessive slippage when the use of rubber bar not only can limit earthquake, and have spacing reset function.By changing match ratio and the laying depth of pitch-sand, adjust friction factor and elastic performance, to reach energy-dissipating and shock-absorbing under the different earthquake earthquake intensity, by the rubber bar of varying number is set, excessive slippage when reaching under different earthquake the restriction earthquake prevents that building from destroying and collapse.
For the installation site of paving location and the rubber bar of pitch-sand cushion, be not limited to ground collar tie beam and lower ground collar tie beam, also can be between ground collar tie beam 2 and top body of wall 3 asphalt sand cushion 6.Same level height between ground collar tie beam 2 and top body of wall 3 arranges the rubber bar 7 that several spacings equate, an end of rubber bar 7 puts in the top body of wall 3, and the other end of rubber bar 7 puts in the ground collar tie beam 2.Filled bitumen ointment in the space between rubber bar 7 and top body of wall 3 and rubber bar 7 and the ground collar tie beam 2 can reach the effect of energy-dissipating and shock-absorbing equally.
Explanation is at last, above embodiment is only unrestricted in order to the technical solution of the utility model to be described, although with reference to preferred embodiment the utility model is had been described in detail, those of ordinary skill in the art is to be understood that, can make amendment or be equal to replacement the technical solution of the utility model, and not breaking away from aim and the scope of technical solutions of the utility model, it all should be encompassed in the middle of the claim scope of the present utility model.
Claims (8)
1. pitch-sand cushion and rubber bar energy-dissipating and shock-absorbing building, comprise basis (1), be fixedly installed on the ground collar tie beam (2) on the basis (1) and build top body of wall (3) on ground collar tie beam (2) by laying bricks or stones, it is characterized in that: described ground collar tie beam (2) is comprised of upper ground collar tie beam (4) and lower ground collar tie beam (5), on described asphalt sand cushion (6) between collar tie beam (4) and the lower ground collar tie beam (5); Same level height between upper ground collar tie beam (4) and lower ground collar tie beam (5) arranges the rubber bar (7) that several spacings equate, an end of described rubber bar (7) puts in the ground collar tie beam (4), and the other end of rubber bar (7) puts in the lower ground collar tie beam (5).
2. pitch-sand cushion according to claim 1 and rubber bar energy-dissipating and shock-absorbing building is characterized in that: described rubber bar (7) is connected to form by screw bolt and nut after by the sheet rubber stack.
3. pitch-sand cushion according to claim 1 and rubber bar energy-dissipating and shock-absorbing building is characterized in that: filled bitumen ointment in the space between described rubber bar (7) and upper ground collar tie beam (4) and rubber bar (7) and the lower ground collar tie beam (5).
4. pitch-sand cushion according to claim 1 and rubber bar energy-dissipating and shock-absorbing building, it is characterized in that: the thickness of described bitumen sand cushion (6) is 10mm～30mm.
5. pitch-sand cushion and rubber bar energy-dissipating and shock-absorbing building, comprise basis (1), be fixedly installed on the ground collar tie beam (2) on the basis (1) and build top body of wall (3) on ground collar tie beam (2) by laying bricks or stones, it is characterized in that: asphalt sand cushion (6) between described ground collar tie beam (2) and the top body of wall (3); Same level height between ground collar tie beam (2) and top body of wall (3) arranges the rubber bar (7) that several spacings equate, an end of described rubber bar (7) puts in the top body of wall (3), and the other end of rubber bar (7) puts in the ground collar tie beam (2).
6. pitch-sand cushion according to claim 5 and rubber bar energy-dissipating and shock-absorbing building is characterized in that: described rubber bar (7) is connected to form by screw bolt and nut after by the sheet rubber stack.
7. pitch-sand cushion according to claim 5 and rubber bar energy-dissipating and shock-absorbing building is characterized in that: filled bitumen ointment in the space between described rubber bar (7) and top body of wall (3) and rubber bar (7) and the ground collar tie beam (2).
8. pitch-sand cushion according to claim 5 and rubber bar energy-dissipating and shock-absorbing building, it is characterized in that: the thickness of described bitumen sand cushion (6) is 10mm～30mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320275417 CN203239028U (en) | 2013-05-20 | 2013-05-20 | Asphalt-sand cushion layer and rubber rod energy dissipation shock reduction building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320275417 CN203239028U (en) | 2013-05-20 | 2013-05-20 | Asphalt-sand cushion layer and rubber rod energy dissipation shock reduction building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203239028U true CN203239028U (en) | 2013-10-16 |
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ID=49316338
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320275417 Expired - Fee Related CN203239028U (en) | 2013-05-20 | 2013-05-20 | Asphalt-sand cushion layer and rubber rod energy dissipation shock reduction building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203239028U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105155715A (en) * | 2015-09-04 | 2015-12-16 | 山东建筑大学 | Shock absorbing building structure |
| CN105625598A (en) * | 2016-03-24 | 2016-06-01 | 新疆大学 | Under-wall shock isolation device and shock isolation layer structure |
| CN106639475A (en) * | 2017-01-09 | 2017-05-10 | 西京学院 | Improved friction damper |
-
2013
- 2013-05-20 CN CN 201320275417 patent/CN203239028U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105155715A (en) * | 2015-09-04 | 2015-12-16 | 山东建筑大学 | Shock absorbing building structure |
| CN105625598A (en) * | 2016-03-24 | 2016-06-01 | 新疆大学 | Under-wall shock isolation device and shock isolation layer structure |
| CN105625598B (en) * | 2016-03-24 | 2017-12-05 | 新疆大学 | Earthquake isolating equipment and shock insulation Rotating fields under wall |
| CN106639475A (en) * | 2017-01-09 | 2017-05-10 | 西京学院 | Improved friction damper |
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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 |
Granted publication date: 20131016 Termination date: 20160520 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |