CN2533171Y - Improved shock-absorber for building - Google Patents
Improved shock-absorber for building Download PDFInfo
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- CN2533171Y CN2533171Y CN 01280051 CN01280051U CN2533171Y CN 2533171 Y CN2533171 Y CN 2533171Y CN 01280051 CN01280051 CN 01280051 CN 01280051 U CN01280051 U CN 01280051U CN 2533171 Y CN2533171 Y CN 2533171Y
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- sliding
- shork
- improved building
- face
- damper according
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Abstract
The utility model relates to an improved shock-absorber for building. The utility model comprises a footing, a holding seat, a glide block and a spring. Arc-shaped sliding grooves with concave surface are respectively formed in the top surface of the footing and in the center of the bottom surface of the holding seat. A sliding block is arranged between the two sliding grooves. The sliding block comprises a top sliding block, a bottom sliding block and a supporting body. Hemisphere holding grooves with concave surface are respectively provided in the bottom surface of the top sliding block and in the top surface of the bottom sliding block. The spherical supporting body is arranged between the two holding grooves. The contact area between the top sliding block and the sliding groove is an arc extrude surface which has the same arc diameter with the sliding groove. The contact area between the bottom sliding block and the sliding groove is also an arc extrude surface which has the same arc diameter with the sliding groove. The top sliding block and the bottom sliding block are connected through springs. The utility model can guarantee the original functions of shock-absorber and make the building secure. The utility model also has the advantages of simplified structure, easy mounting and greatly reduced cost.
Description
Technical field
The utility model relates to a kind of vibration abatement that is used for building, relates in particular to a kind of original function of shock absorber of guaranteeing, makes the safety of building not have anxiety, and structure simplifies, install simple and easy, and the improved building shork damper that can reduce cost greatly.
Background technology
According to the mechanical mechanisms characteristic, generally shock absorbing apparatus for building can be divided into two kinds of class spring and slidingtypes.Yet industry develops the shock absorbing apparatus that a kind of single pendulum supporting type that rubs at present, this kind shock absorbing apparatus is the characteristics of collection class spring and slidingtype shock absorbing apparatus, with the characteristic of the two, and come across the report " V.Zagas.S.S.Low and S.A.Mahin, 1987 " at the seismic study center of U.C Berkeley the earliest about research in this respect.This creator has also delivered relevant research " C.S.Tsai, 1995 at home and abroad; C.S.Tsai 1997; Cai Chongxing, yellow elegant benevolence 1998 ".
For the principle of this kind shock absorbing apparatus know very detailed, therefore know very well the disadvantage of above-mentioned existing shock absorbing apparatus, summarize and opinion, there is following shortcoming in it:
1, present visible friction single pendulum supporting type shock absorbing apparatus, because of structure design improper, so each parts of forming are to adopt up and down by pasting form, can't connect therebetween and independent separately, if when therefore in the process of earthquake, producing effect of increasing (especially the side column at building is easy to generate this kind phenomenon most), the element of then whole group shock absorbing apparatus can produce the separation situation, and makes the machine-processed function of shock absorbing apparatus lose effect, even causes the destruction of building.
2, the friction single pendulum supporting type shock absorbing apparatus of commonly using when being applied near the fault zone, because of relative displacement is difficult to too greatly use, even lost efficacy and the safety that jeopardizes building.
3, the required manufacturing process of the friction single pendulum supporting type shock absorbing apparatus of commonly using is comparatively loaded down with trivial details time-consuming, does not therefore meet economic benefit.
Summary of the invention
Because the aforementioned shortcoming of commonly using the shock absorbing apparatus existence, main purpose of the present utility model is, a kind of improved building shork damper is provided, it can guarantee the original function of shock absorber, make building safety not have anxiety, and structure is simplified, install simple and easyly, and can reduce cost greatly.
The purpose of this utility model is realized by following technical scheme.
A kind of improved building shork damper, it is characterized in that, form by pedestal, year seat, sliding shoe and spring, this base top surface and year seat bottom surface central authorities respectively form the sliding tray of a circular-arc concave face, between two sliding trays sliding shoe is set, this sliding shoe comprises top shoe, sliding block and accepts body, top shoe bottom surface and sliding block end face are all established half ball impression and are fallen into the face storage tank, the body of accepting of spherical shape is set between this two storage tank, and the contact surface of upper and lower slide block and sliding tray be respectively one with the prominent face of the arc in arc such as sliding tray footpath, upper and lower slide block connects with spring.
The purpose of this utility model can also further realize by following technical measures.
Aforesaid improved building shork damper, wherein the upper and lower slide block of sliding shoe is a hemisphere, is column and accept body, and the top of post, the end, all form the storage tank of half ball concave face for upper and lower slide block is set, and upper and lower slide block and sliding tray contact surface are the prominent face of arc.
Aforesaid improved building shork damper, wherein sliding shoe is made up of upper and lower slide block, and top shoe is a hemisphere, and sliding block is a column, and the storage tank that its end face forms the hemisphere concave face is for being provided with top shoe, and upper and lower slide block and sliding tray contact surface to be arc dash forward face.
Aforesaid improved building shork damper, wherein sliding shoe is that an affixed rubber or spring are accepted body between the upper and lower slide block, and upper and lower slide block and the sliding tray contact surface prominent face that is arc.
Aforesaid improved building shork damper, base bottom surface and carry the seat end face upper and lower supporting pad of an affixed rubber or spring goods respectively wherein, sliding shoe wherein is the monomer column, its top, bottom surface be and the arc in arc footpath such as the sliding tray face of dashing forward.
Aforesaid improved building shork damper, wherein sliding shoe is made up of upper and lower slide block, the body of accepting of one hemispherical projection is directly formed on the top shoe bottom, the storage tank that sliding block end face central authorities form half ball concave face to be engaging with accepting body, and upper and lower slide block and sliding tray contact surface to be arc dash forward face.
Aforesaid improved building shork damper, its medi-spring are laminated rubber support pads, viscoelastic body or plumbous heart rubber bearing pad.
Aforesaid improved building shork damper, wherein the sliding tray of the sliding tray of base top surface and year seat bottom surface is waney circular-arc concave face.
Aforesaid improved building shork damper wherein carries seat and can be flat board, and top shoe can be affixed with year seat.
Aforesaid improved building shork damper, it is interchangeable and turn upside down wherein to carry the positional alignment of seat, pedestal and sliding shoe.
Aforesaid improved building shork damper, wherein pedestal and carry seat and can be square, rectangle, rhombus, circle or polygon.
Aforesaid improved building shork damper, wherein the section of upper and lower slide block can be square, rectangle, rhombus, circle, quincunx or polygon.
Aforesaid improved building shork damper, wherein the sliding tray surface scribbles the wear-resisting sliding material that helps.
Aforesaid improved building shork damper, wherein the surface of upper and lower slide block scribbles the wear-resisting sliding material that helps.
Aforesaid improved building shork damper, the surface of wherein accepting body scribbles the wear-resisting sliding material that helps.
Aforesaid improved building shork damper, wherein the storage tank surface scribbles the wear-resisting sliding material that helps.
Aforesaid improved building shork damper, wherein upper and lower supporting pad can be laminated rubber support pads, viscoelastic body or plumbous heart rubber bearing pad.
The utility model can be guaranteed the original function of shock absorber, makes building safety not have anxiety, and structure simplifies, and installs simple and easyly, and can reduce cost greatly.
Description of drawings
Fig. 1 is a decomposition texture schematic diagram of the present utility model.
Fig. 2 is a combination schematic perspective view of the present utility model.
Fig. 3 is a combination section of the present utility model.
Fig. 4 is the schematic diagram that the utility model is installed in building construction.
Fig. 5 is the schematic diagram that the utility model is installed in the bridge construction thing.
Fig. 6 to Figure 15 is that illustration is implemented in the utility model reconfiguration.
The specific embodiment
See also Fig. 1 to shown in Figure 3, the utility model mainly includes pedestal 10, carries members such as seat 20, sliding shoe 30 and spring 80, this pedestal 10 and carry seat 20 and can be square, rectangle, rhombus, circle, ellipse or polygonal form, end face in pedestal 10 reaches the sliding tray 11 and 21 that the bottom surface central authorities of carrying seat 20 form a circular-arc concave surface respectively, and sliding shoe 30 is set between two sliding trays.This sliding shoe 30 is by top shoe 31, sliding block 32 and accepts body 33 and constitute, the bottom surface of the end face of top shoe 31 and sliding block 32 and sliding tray 21, the 11 isometrical formation arcs face of dashing forward, make it closely recline and can slide smoothly with sliding tray 21,11, the end face of the bottom surface of top shoe 31 and sliding block 32 then forms the storage tank 311 and 321 of hemisphere concave face respectively.311,321 then ccontaining spheroidals of two storage tanks accept body 33, be to be fixed on the ground of building with this shock absorber of forming by pedestal 10 usefulness bolts or ground bolt-lock.Carry seat 20 and then be locked at the bottom of the post of building, reach the sliding tray 11,21 that carries seat 20 by pedestal 10 and be circular-arc design, make sliding shoe 30 sliding processes accumulate potential energy, sliding shoe 30 can be resetted smoothly after slippage.Again, this sliding shoe more than 30, sliding block 31,32 are accepted the design of body 33 so that the storage tank 311,321 of semi arch depression is ccontaining in conjunction with a spherical shape, and top shoe 31 and sliding block 32 can connect with spring 80, to increase the effect of shock absorbing.
As shown in Figure 4, shock absorber to carry seat 20 sealed with the bottom of the pillar 41 in house 40, pedestal 10 then is locked on the basal plane of the basement 42 that ground forms.And as shown in Figure 5, year seat 20 of shock absorber is crossbeam 53 bottom surfaces that are locked in bridge 50, and pedestal 10 then is locked in buried bridge pier 51 end faces in ground 52.Structure is to reach the shockproof function of energy dissipating whereby.
As shown in Figure 6, pedestal 10 is constant with the form of carrying seat 20, the top shoe 31 of sliding shoe 30 and sliding block 32 then form the hemisphere shape, accept body 33 and then be columnar shape, at the storage tank 331 that pushes up, the end forms the hemisphere concave face, the upper and lower slide block 31,32 of hemisphere form can be placed in respectively in two storage tanks 331, and the bottom surface of top shoe 31 end faces and sliding block 32 then forms the arcuation face with arc such as sliding tray 21,11 footpath, makes itself and sliding tray 21,11 closely recline and can slide smoothly.As shown in Figure 7, show that this sliding shoe 30 is only above, sliding block 31,32 constitutes, top shoe 31 is the hemisphere form identical with top shoe shown in Figure 6 31, sliding block 32 then is column, form the storage tank 321 of hemisphere concave face with ccontaining top shoe 31 at end face, the bottom surface then forms and prominent face such as the arc in footpath such as sliding tray 11 arcs such as grade, closely to recline with sliding tray 11.Shown in Figure 8 then is to accept body 33 with what sliding shoe 30 was designed to affixed rubber between above, the sliding block 31,32 or spring goods; For another shown in Figure 9, then be that sliding shoe 30 is designed to a monomer columnar shape, its top, bottom surface are the prominent face of arc, and reach the upper and lower supporting pad 70 and 60 that year seat 20 end faces engage rubber or spring goods respectively in pedestal 10 bottom surfaces; And for example shown in Figure 10, it then is the design of sliding shoe 30 also being adopted upper and lower slide block 31,32 combinations, but what a hemispherical cylindricality attitude directly formed on the bottom of top shoe 31 accepts body 33, and the end face central authorities of sliding block 32 then form the storage tank 321 of half ball concave face to engage with the body 33 of accepting of top shoe 31.Again as shown in figure 11, it is dull and stereotyped carrying seat 20, a top shoe 31 and year seat 20 affixed being integral, remaining member comprises sliding block 32, accept body 33, pedestal 10 and the spring 80 all structure with shown in Figure 1 are the same, again, similar as shown in figure 12 Fig. 3, wherein accept body 33 and be oval ball or egg type spheroid, and storage tank 311,321 concave face is a semi-round ball, the part of semiellipse ball or egg type spherome surface, structure and Fig. 6 are similar as shown in figure 13, wherein go up, sliding block 31,32 is semi-round ball, the part of semiellipse ball or egg type spheroid, and storage tank 331 is a semi-round ball, the part on the surface of semiellipse ball or egg type spheroid, shown in Figure 14 similar with Fig. 7, wherein top shoe 31 is a semi-round ball, the part of semiellipse ball or egg type spheroid, and storage tank 321 is a semi-round ball, the surface part of semiellipse ball or egg type spheroid, shown in Figure 15 similar with Figure 10, wherein accept body 33 and be semi-round ball, the part of semiellipse ball or egg type spheroid, and storage tank 321 is a semi-round ball, the part on the surface of semiellipse ball or egg type spheroid is to have identical shock-proof effect.Above-mentioned various compound modes, the positional alignment of pedestal 10 wherein, year seat 20 and sliding shoe 30 can be exchanged and turn upside down, and all can reach same shock-proof effect.In addition, on the surface of sliding tray 11,21, the surface of the surface of upper and lower slide block 31,32, the surface of accepting body 33 and storage tank 311,321,331 scribbles wear-resisting and helps sliding material to increase shock-proof effect.
The shock absorber of finishing by aforementioned structure design, really can improve its original machine-processed function, make building safety not have anxiety, and very simplify because of its structure again, so make with installation simpler and easy, save its cost greatly, this shows, the utility model has the raising effect really, meet economic benefit, have novelty, creativeness, practicality, meet novel patent requirement, so file an application in accordance with the law.
Claims (21)
1, a kind of improved building shork damper, it is characterized in that, form by pedestal, year seat, sliding shoe and spring, this base top surface and year seat bottom surface central authorities respectively form the sliding tray of a circular-arc concave face, between two sliding trays sliding shoe is set, this sliding shoe comprises top shoe, sliding block and accepts body, top shoe bottom surface and sliding block end face are all established half ball impression and are fallen into the face storage tank, the body of accepting of spherical shape is set between this two storage tank, and the contact surface of upper and lower slide block and sliding tray be respectively one with the prominent face of the arc in arc such as sliding tray footpath, upper and lower slide block connects with spring.
2, improved building shork damper according to claim 1, the upper and lower slide block that it is characterized in that described sliding shoe is a hemisphere, and accept body is column, the top of post, the end, all form the storage tank of half ball concave face for upper and lower slide block is set, and upper and lower slide block and sliding tray contact surface are the prominent face of arc.
3, improved building shork damper according to claim 1, it is characterized in that described sliding shoe is made up of upper and lower slide block, top shoe is a hemisphere, sliding block is a column, the storage tank that its end face forms the hemisphere concave face is for being provided with top shoe, and upper and lower slide block and sliding tray contact surface to be arc dash forward face.
4, improved building shork damper according to claim 1 is characterized in that described sliding shoe is that an affixed rubber or spring are accepted body between the upper and lower slide block, and upper and lower slide block and the sliding tray contact surface prominent face that is arc.
5, improved building shork damper according to claim 1, the upper and lower supporting pad that it is characterized in that described base bottom surface and year seat end face affixed rubber of difference or spring goods, sliding shoe wherein is the monomer column, and its top, bottom surface be and the arc in arc such as the sliding tray footpath face of dashing forward.
6, improved building shork damper according to claim 1, it is characterized in that described sliding shoe is made up of upper and lower slide block, the body of accepting of one hemispherical projection is directly formed on the top shoe bottom, the storage tank that sliding block end face central authorities form half ball concave face to be engaging with accepting body, and upper and lower slide block and sliding tray contact surface to be arc dash forward face.
7, improved building shork damper according to claim 1 is characterized in that described spring is laminated rubber support pads, viscoelastic body or plumbous heart rubber bearing pad.
8, improved building shork damper according to claim 1 is characterized in that the sliding tray of described base top surface and the sliding tray of year seat bottom surface are waney circular-arc concave face.
9, improved building shork damper according to claim 1 is characterized in that described year seat can be flat board, and top shoe can be affixed with year seat.
10,, it is characterized in that the positional alignment of described year seat, pedestal and sliding shoe is interchangeable and turn upside down according to claim 1,2,3,4,6 or 9 described improved building shork dampers.
11, improved building shork damper according to claim 1 is characterized in that described pedestal and carries seat can be square, rectangle, rhombus, circle or polygon.
12, that improved building shork damper according to claim 1, the section that it is characterized in that described upper and lower slide block can be is square, rectangle, rhombus, circle, quincunx or polygon.
13, improved building shork damper according to claim 1 is characterized in that described sliding tray surface scribbles the wear-resisting sliding material that helps.
14, improved building shork damper according to claim 1 is characterized in that the surface of described upper and lower slide block scribbles the wear-resisting sliding material that helps.
15, improved building shork damper according to claim 1 is characterized in that described surface of accepting body scribbles the wear-resisting sliding material that helps.
16, improved building shork damper according to claim 1 is characterized in that described storage tank surface scribbles the wear-resisting sliding material that helps.
17, improved building shork damper according to claim 5 is characterized in that described upper and lower supporting pad can be laminated rubber support pads, viscoelastic body or plumbous heart rubber bearing pad.
18, according to claim 1,2,3,4,5,6,7,8 or 9 described improved building shork dampers, it is characterized in that the concave face of the storage tank of described top shoe bottom surface and sliding block end face can be the part on the surface of semi-round ball, semiellipse ball or egg type spheroid, can be oval ball or egg type spheroid and accept body.
19, improved building shork damper according to claim 2, it is characterized in that the upper and lower slide block of described sliding shoe can be the part of semi-round ball, semiellipse ball or egg type spheroid, and the concave face of storage tank can be the part on the surface of semi-round ball, semiellipse ball or egg type spheroid.
20, improved building shork damper according to claim 3, it is characterized in that described top shoe can be the part of semi-round ball, semiellipse ball or egg type spheroid, and the concave face of storage tank can be the part on the surface of semi-round ball, semiellipse ball or egg type spheroid.
21, improved building shork damper according to claim 6, it is characterized in that the described part that body can be semi-round ball, semiellipse ball or egg type spheroid of accepting, the concave face of storage tank can be the part on the surface of semi-round ball, semiellipse ball or egg type spheroid.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 01280051 CN2533171Y (en) | 2001-12-31 | 2001-12-31 | Improved shock-absorber for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 01280051 CN2533171Y (en) | 2001-12-31 | 2001-12-31 | Improved shock-absorber for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2533171Y true CN2533171Y (en) | 2003-01-29 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 01280051 Expired - Fee Related CN2533171Y (en) | 2001-12-31 | 2001-12-31 | Improved shock-absorber for building |
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| CN (1) | CN2533171Y (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100353085C (en) * | 2004-03-25 | 2007-12-05 | 力晶半导体股份有限公司 | Shock suppressing device |
| CN101153504A (en) * | 2006-09-30 | 2008-04-02 | 蔡崇兴 | Shock isolator with multiaspect different frequencies |
| CN100420873C (en) * | 2005-04-05 | 2008-09-24 | 蔡崇兴 | Vibration isolator |
| CN102251601A (en) * | 2010-05-21 | 2011-11-23 | 润弘精密工程事业股份有限公司 | Slide rail shockproof structure and installation method thereof |
| CN104314194A (en) * | 2014-11-17 | 2015-01-28 | 朱蕾 | Building buffer structure and application thereof |
| CN108092224A (en) * | 2017-12-22 | 2018-05-29 | 周五莲 | A kind of high-voltage arrester mounting bracket |
| CN109403390A (en) * | 2018-10-25 | 2019-03-01 | 江苏工程职业技术学院 | Three-dimensional entirety low-rise building seismic isolation structure system |
-
2001
- 2001-12-31 CN CN 01280051 patent/CN2533171Y/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100353085C (en) * | 2004-03-25 | 2007-12-05 | 力晶半导体股份有限公司 | Shock suppressing device |
| CN100420873C (en) * | 2005-04-05 | 2008-09-24 | 蔡崇兴 | Vibration isolator |
| CN101153504A (en) * | 2006-09-30 | 2008-04-02 | 蔡崇兴 | Shock isolator with multiaspect different frequencies |
| CN101153504B (en) * | 2006-09-30 | 2014-04-16 | 蔡崇兴 | Shock isolator with multiaspect different frequencies |
| CN102251601A (en) * | 2010-05-21 | 2011-11-23 | 润弘精密工程事业股份有限公司 | Slide rail shockproof structure and installation method thereof |
| CN102251601B (en) * | 2010-05-21 | 2013-09-18 | 润弘精密工程事业股份有限公司 | Slide rail shockproof structure and installation method thereof |
| CN104314194A (en) * | 2014-11-17 | 2015-01-28 | 朱蕾 | Building buffer structure and application thereof |
| CN104314194B (en) * | 2014-11-17 | 2016-05-25 | 长沙理工大学 | A kind of building buffer structure and application thereof |
| CN108092224A (en) * | 2017-12-22 | 2018-05-29 | 周五莲 | A kind of high-voltage arrester mounting bracket |
| CN109403390A (en) * | 2018-10-25 | 2019-03-01 | 江苏工程职业技术学院 | Three-dimensional entirety low-rise building seismic isolation structure system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |