CN209082751U - A kind of high-rise construction earthquake resistance frame - Google Patents
A kind of high-rise construction earthquake resistance frame Download PDFInfo
- Publication number
- CN209082751U CN209082751U CN201821080479.4U CN201821080479U CN209082751U CN 209082751 U CN209082751 U CN 209082751U CN 201821080479 U CN201821080479 U CN 201821080479U CN 209082751 U CN209082751 U CN 209082751U
- Authority
- CN
- China
- Prior art keywords
- backup pad
- upper backup
- fixedly connected
- support rod
- sliding slot
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
A kind of high-rise construction earthquake resistance frame, including upper backup pad, upper backup pad bottom surface all around opens up T shape sliding slot respectively, T-type sliding block is installed in activity respectively in T-type sliding slot, T-type sliding block can be moved along corresponding T shape sliding slot respectively, the inner and outer of T-type sliding block is fixedly connected with the inner or outer side of corresponding T shape sliding slot by second spring respectively, the first universal ball joint is fixedly mounted in the bottom side of T-type sliding block respectively, the bottom side of first universal ball joint is respectively fixedly connected with the upper end of support rod, the top of the lower end hinge connection vertical tube periphery of support rod.The utility model structure is simple, stability is good, anti seismic efficiency is good, support rod is arranged radially, and is made support rod uniform force, is attached between support rod and support plate with universal ball joint, support plate can be swung to multiple directions, electromechanical equipment bearing is torn in reduction, mitigates influence of the vibration wave to electromechanical equipment, avoids the damage with reduction earthquake to electromechanical equipment on skyscraper.
Description
Technical field
The utility model belongs to antidetonation frame field, specifically a kind of high-rise construction earthquake resistance frame.
Background technique
Antidetonation frame is the antishock device installed on electromechanical equipment, and installation antidetonation frame can reduce and avoid earthquake to high level
The damage of the electromechanical equipment of building；Existing antidetonation frame general structure is complicated, and anti-seismic performance is bad, antidetonation frame lateral and
Longitudinal strain ability is weaker, and quake-resistant safety coefficient is low, and when encountering strong shaking or coming earthquake, common antidetonation frame can pine
It moves, fall off or even is broken, cause object on antidetonation frame to fall off, there is very big security risk, be unable to satisfy actual demand, still
Need to design a kind of novel skyscraper antidetonation frame.
Utility model content
The utility model provides a kind of high-rise construction earthquake resistance frame, to solve defect in the prior art.
The utility model is achieved by the following technical programs:
The T shape that all around opens up respectively of a kind of high-rise construction earthquake resistance frame, including upper backup pad, upper backup pad bottom surface is slided
Slot, the interior installation T-type sliding block of activity respectively of T-type sliding slot, T-type sliding block can be moved along corresponding T shape sliding slot respectively, T-type sliding block
Inner and outer is fixedly connected with the inner or outer side of corresponding T shape sliding slot by second spring respectively, the bottom side point of T-type sliding block
The first universal ball joint is not fixedly mounted, the bottom side of the first universal ball joint is respectively fixedly connected with the upper end of support rod, support rod
Lower end hinge connection vertical tube periphery top, activity installation piston in vertical tube, the top side of piston is fixedly connected under piston rod
End, the upper end of piston rod are fixedly connected with the bottom side of the second universal ball joint, the top side and upper backup pad bottom of the second universal ball joint
The centre of side is fixedly connected, and the periphery of piston rod is set with the first spring, the upper end of the first spring and the bottom side of upper backup pad
It is fixedly connected, the lower end of the first spring is fixedly connected with the top side of vertical tube, and the bottom side of vertical tube is fixedly connected with lower supporting plate top side
It is intermediate.
A kind of high-rise construction earthquake resistance frame as described above, the support rod are steel pole.
A kind of high-rise construction earthquake resistance frame as described above, the upper backup pad and the quadrangle of lower supporting plate top surface are opened respectively
Through-hole.
A kind of high-rise construction earthquake resistance frame as described above, the quadrangle of the lower supporting plate opens up threaded hole, screw thread respectively
Screw thread installs adjustable foot pad respectively in hole.
A kind of high-rise construction earthquake resistance frame as described above, the through-hole are waist through hole.
Resilient cushion is placed in a kind of high-rise construction earthquake resistance frame as described above, the upper backup pad top.
The utility model has the advantages that: the utility model structure is simple, and stability is good, and anti seismic efficiency is good, and support rod is in put
Shape setting is penetrated, makes support rod uniform force, is attached between support rod and support plate with universal ball joint, support plate can be to
Multiple directions are swung, and electromechanical equipment bearing is torn in reduction, mitigate influence of the vibration wave to electromechanical equipment, are avoided and are reduced ground
Shake the damage to electromechanical equipment on skyscraper.When using the utility model, electromechanical equipment is fixed on upper backup pad first
Top side, lower supporting plate is fixed on fixed station, when electromechanical equipment to be placed in the top side of upper backup pad, electromechanical equipment own wt
Impact force is formed to upper backup pad, upper backup pad moves down, and the first spring is compressed, and upper backup pad passes through the second spherical universal
Section, piston rod band piston are moved down along vertical tube, and the air in vertical tube, which is compressed, to be gradually increased to the upward support force of piston, is subtracted
The downward impact force of slow piston rod, meanwhile, one end of support rod is radial respectively to move outward, the first universal ball joint band
Dynamic T-shaped slider respectively along the outside Slideslip of corresponding sliding slot, compressed respectively by the second spring in outside, the second spring point of inside
It is not stretched；When there is vibration wave to touch lower supporting plate, lower supporting plate shakes with high-rise, and lower supporting plate drives vertical tube to shake
Dynamic, when vertical tube is tilted to side, the other end for tilting side support bar is reduced, and the one end for tilting side support bar is spherical by first
Universal joint drives T-shaped slider to move inward along corresponding sliding slot, the second spring on the outside of inclined side is stretched, inside second
Spring is compressed, and the one end for tilting side support bar increases, and the other end of the support rod of inclined side opposite side increases, inclined side opposite side
One end of support rod drives T-shaped slider to move outward along corresponding sliding slot by the first universal ball joint, inclined side opposite side
The second spring in outside is compressed, the second spring of inside is stretched, and one end of the support rod of inclined side opposite side reduces, inclined side
Second spring and inclined side opposite side second spring stress balance, the branch of one end of the support rod of inclined side and inclined side opposite side
Strut one end height it is identical, upper backup pad holding be parallel to the horizontal plane, while the upper end of piston rod it is adjacent with inclined side two
One end of a support rod is tilted with vertical tube to side, and the upper end of piston rod passes through two adjacent with inclined side of the second universal ball joint
One end of a support rod drives upper backup pad to move horizontally to the direction of inclined side by the first universal ball joint, the work of inclined side
Angle between stopper rod and upper backup pad bottom side becomes larger, the angle between the piston rod and upper backup pad bottom side of inclined side opposite side
Degree is gradually reduced, when vertical tube is tilted to opposite side with above-mentioned movement on the contrary, but upper backup pad keep being parallel to the horizontal plane；Together
Reason, when vertical tube is to an overturning angle, the adjacent T-shaped slider in the angle moves inward along corresponding sliding slot respectively, the diagonal phase in the angle
Adjacent T-shaped slider moves outward along corresponding sliding slot, and the angle between the angle side piston bar and upper backup pad bottom side gradually becomes
Greatly, the angle between the angle diagonal side piston rod and upper backup pad bottom side is gradually reduced, and upper backup pad holding is parallel to the horizontal plane,
It avoids upper backup pad that electromechanical equipment is driven to tilt to side, reduces the shaking of electromechanical equipment, prevent upper backup pad and electromechanical equipment
Bearing's tearing, has the function that antidetonation.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is
Some embodiments of the utility model, for those of ordinary skill in the art, in the premise of not making the creative labor property
Under, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is the structural schematic diagram of the utility model；Fig. 2 is the A direction view of Fig. 1；Fig. 3 is the Ι partial enlarged view of Fig. 1.
Specific embodiment
It is practical new below in conjunction with this to keep the objectives, technical solutions, and advantages of the embodiments of the present invention clearer
Attached drawing in type embodiment, the technical scheme in the utility model embodiment is clearly and completely described, it is clear that is retouched
The embodiment stated is the utility model a part of the embodiment, instead of all the embodiments.Based on the implementation in the utility model
Example, every other embodiment obtained by those of ordinary skill in the art without making creative efforts belong to
The range of the utility model protection.
A kind of high-rise construction earthquake resistance frame, as shown, including upper backup pad 1,1 bottom surface of upper backup pad is all around distinguished
T shape sliding slot 2 is opened up, difference activity installation T-type sliding block 3 in T-type sliding slot 2, T-type sliding block 3 can be respectively along corresponding T shape sliding slot 2
Mobile, the inner and outer of T-type sliding block 3 connects with the inner or outer side of corresponding T shape sliding slot 2 by the way that second spring 11 is fixed respectively
It connects, the first universal ball joint 4 is fixedly mounted in the bottom side of T-type sliding block 3 respectively, and the bottom side of the first universal ball joint 4 is fixed respectively to be connected
The upper end of support rod 5 is connect, the lower end hinge of support rod 5 connects the top of 6 periphery of vertical tube, and activity installation piston 8, living in vertical tube 6
The top side of plug 8 is fixedly connected with the lower end of piston rod 7, and the upper end of piston rod 7 is fixedly connected with the bottom side of the second universal ball joint 14, the
The centre of 1 bottom side of top side and upper backup pad of two universal ball joints 14 is fixedly connected, and the periphery of piston rod 7 is set with the first bullet
The upper end of spring 9, the first spring 9 is fixedly connected with the bottom side of upper backup pad 1, and the lower end of the first spring 9 and the top side of vertical tube 6 are fixed
Connection, the bottom side of vertical tube 6 is fixedly connected with the centre of 10 top side of lower supporting plate.The utility model structure is simple, and stability is good, antidetonation
Effect is good, and support rod is arranged radially, and makes support rod uniform force, is carried out between support rod and support plate with universal ball joint
Connection, support plate can be swung to multiple directions, and electromechanical equipment bearing is torn in reduction, mitigate vibration wave to electromechanical equipment
It influences, avoids the damage with reduction earthquake to electromechanical equipment on skyscraper.When using the utility model, first by electromechanical equipment
It is fixed on the top side of upper backup pad 1, lower supporting plate 10 is fixed on fixed station, and electromechanical equipment is placed in the top of upper backup pad 1
When side, electromechanical equipment own wt forms impact force to upper backup pad, and upper backup pad 1 moves down, and the first spring 9 is compressed,
Upper backup pad 1 is moved down with piston 8 along vertical tube 6 by the second universal ball joint 14, piston rod 7, the air quilt in vertical tube 6
Compression is gradually increased to the upward support force of piston 8, slows down the downward impact force of piston rod 7, meanwhile, one end difference of support rod 5
Radial to move outward, the first universal ball joint 4 drives T-shaped slider 3 respectively along the outside Slideslip of corresponding sliding slot 2, outside
The second spring 11 of side is compressed respectively, and the second spring 11 of inside is stretched respectively；When there is vibration wave to touch lower supporting plate 10,
Lower supporting plate 10 shakes with high-rise, and lower supporting plate 10 drives vertical tube 6 to shake, when vertical tube 6 is tilted to side, inclined side
The other end of support rod 5 reduces, and one end of inclination side support bar 5 drives T-shaped slider 3 along correspondence by the first universal ball joint 4
Sliding slot 2 move inward, the second spring 11 on the outside of inclined side is stretched, the second spring 11 of inside is compressed, inclined side
One end of support rod 5 increases, and the other end of the support rod 5 of inclined side opposite side increases, and one end of the support rod 5 of inclined side opposite side is logical
Crossing the first universal ball joint 4 drives T-shaped slider 3 to move outward along corresponding sliding slot 2, second bullet in the outside of inclined side opposite side
Spring 11 is compressed, the second spring 11 of inside is stretched, and one end of the support rod 5 of inclined side opposite side reduces, and the second of inclined side
11 stress balance of second spring of spring 11 and inclined side opposite side, one end of the support rod 5 of inclined side and the branch of inclined side opposite side
One end height of strut 5 is identical, and the holding of upper backup pad 1 is parallel to the horizontal plane, while the upper end of piston rod 7 is adjacent with inclined side
One end of two support rods 5 is tilted with vertical tube 6 to side, and the upper end of piston rod 7 passes through the second universal ball joint 14 and inclined side
One end of two adjacent support rods 5 drives upper backup pad 1 to move to the direction level of inclined side by the first universal ball joint 4
Dynamic, the angle between 1 bottom side of piston rod 7 and upper backup pad of inclined side becomes larger, the piston rod 7 of inclined side opposite side and upper branch
Angle between 1 bottom side of fagging is gradually reduced, with above-mentioned movement on the contrary, but upper backup pad 1 when vertical tube 6 is tilted to opposite side
Holding is parallel to the horizontal plane；Similarly, when vertical tube 6 is to an overturning angle, the adjacent T-shaped slider 3 in the angle is respectively along corresponding sliding slot 2
Move inward, the diagonal adjacent T-shaped slider 3 in the angle moves outward along corresponding sliding slot 2, the angle side piston bar 7 and upper branch
Angle between 1 bottom side of fagging becomes larger, and the angle between 1 bottom side of angle diagonal side piston rod 7 and upper backup pad gradually subtracts
Small, the holding of upper backup pad 1 is parallel to the horizontal plane, and avoids upper backup pad 1 that electromechanical equipment is driven to tilt to side, reduces electromechanical equipment
Shaking, prevent upper backup pad 1 and electromechanical equipment bearing from tearing, have the function that antidetonation.
Specifically, as shown, support rod 5 described in the present embodiment is steel pole.Steel pole either intensity is still broken
Toughness is all very high, and higher intensity plays a supporting role to electromechanical equipment, and when by external impacts, fracture toughness can be resisted
Plastic deformation, so that support rod 5 be made not allow easy fracture.
Specifically, as shown, upper backup pad 1 described in the present embodiment and the quadrangle of 10 top surface of lower supporting plate are open-minded respectively
Hole 12.Electromechanical equipment is fixed to the top side of upper backup pad 1 using bolt by through-hole 12 or lower supporting plate 10 is fixed on bottom
On face, facilitate the fixation of lower supporting plate 10 and the installation of electromechanical equipment.
Further, as shown, the quadrangle of lower supporting plate 10 described in the present embodiment opens up threaded hole 15, screw thread respectively
Screw thread installs adjustable foot pad 16 respectively in hole 15.When antidetonation frame is mounted on the position of ground injustice, by adjusting adjustable foot pad
16,10 4 jiaos of lower supporting plate of height can be adjusted respectively, lower supporting plate 10 is parallel to the horizontal plane, and make the electromechanics on antidetonation frame
Equipment is in horizontal state.
Further, as shown, through-hole 12 described in the present embodiment is waist through hole.Due to being mounted on upper backup pad
The electromechanical equipment model at 1 top is different, and fixation hole position is different, and the position of 12 inner bolt of through-hole can be adjusted by waist through hole
It sets, convenient for the installation of different model electromechanical equipment.
Further, as shown, placing resilient cushion 13 above 1 upper backup pad described in the present embodiment.In fitting machine
When electric equipment, resilient cushion 13 is placed between upper backup pad 1 and machine, bring noise due to machine vibration can be reduced, is sought
Make the comfortable environment of peace and quiet.
Finally, it should be noted that above embodiments are only to illustrate the technical solution of the utility model, rather than its limitations；
Although the utility model is described in detail with reference to the foregoing embodiments, those skilled in the art should understand that:
It is still possible to modify the technical solutions described in the foregoing embodiments, or part of technical characteristic is carried out etc.
With replacement；And these are modified or replaceed, various embodiments of the utility model technology that it does not separate the essence of the corresponding technical solution
The spirit and scope of scheme.
Claims (6)
1. a kind of high-rise construction earthquake resistance frame, it is characterised in that: including upper backup pad (1), upper backup pad (1) bottom surface is all around
T shape sliding slot (2) is opened up respectively, and activity installation T-type sliding block (3) respectively in T-type sliding slot (2), T-type sliding block (3) can be respectively along right
The T shape sliding slot (2) answered is mobile, and the inner and outer of T-type sliding block (3) is logical with the inner or outer side of corresponding T shape sliding slot (2) respectively
It crosses second spring (11) to be fixedly connected, the bottom side of T-type sliding block (3) is fixedly mounted the first universal ball joint (4) respectively, and first is spherical
The bottom side of universal joint (4) is respectively fixedly connected with the upper end of support rod (5), and the lower end hinge of support rod (5) connects vertical tube (6) periphery
Top, activity installation piston (8) in vertical tube (6), the top side of piston (8) is fixedly connected with the lower end of piston rod (7), piston rod
(7) upper end is fixedly connected with the bottom side of the second universal ball joint (14), the top side of the second universal ball joint (14) and upper backup pad
(1) centre of bottom side is fixedly connected, and the periphery of piston rod (7) is set with the first spring (9), the upper end of the first spring (9) with
The bottom side of upper backup pad (1) is fixedly connected, and the lower end of the first spring (9) is fixedly connected with the top side of vertical tube (6), vertical tube (6)
Bottom side is fixedly connected with the centre of lower supporting plate (10) top side.
2. a kind of high-rise construction earthquake resistance frame according to claim 1, it is characterised in that: the support rod (5) is steel pole.
3. a kind of high-rise construction earthquake resistance frame according to claim 1, it is characterised in that: the upper backup pad (1) is under
Hole (12) are opened respectively in the quadrangle of support plate (10) top surface.
4. a kind of high-rise construction earthquake resistance frame according to claim 1, it is characterised in that: the four of the lower supporting plate (10)
Angle opens up threaded hole (15) respectively, and screw thread installs adjustable foot pad (16) respectively in threaded hole (15).
5. a kind of high-rise construction earthquake resistance frame according to claim 3, it is characterised in that: the through-hole (12) is logical for kidney-shaped
Hole.
6. a kind of high-rise construction earthquake resistance frame according to claim 1, it is characterised in that: above described (1) upper backup pad
It places resilient cushion (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821080479.4U CN209082751U (en) | 2018-07-09 | 2018-07-09 | A kind of high-rise construction earthquake resistance frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821080479.4U CN209082751U (en) | 2018-07-09 | 2018-07-09 | A kind of high-rise construction earthquake resistance frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209082751U true CN209082751U (en) | 2019-07-09 |
Family
ID=67113465
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821080479.4U Expired - Fee Related CN209082751U (en) | 2018-07-09 | 2018-07-09 | A kind of high-rise construction earthquake resistance frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209082751U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111455823A (en) * | 2020-04-30 | 2020-07-28 | 重庆交通大学 | Longitudinal beam falling prevention device |
| CN113802452A (en) * | 2021-06-01 | 2021-12-17 | 兰州铁道设计院有限公司 | Bridge anti-seismic support |
| CN114016398A (en) * | 2021-11-30 | 2022-02-08 | 重庆交通职业学院 | Elastic limiting stopper for bridge deviation correction and bridge with automatic deviation correction function |
-
2018
- 2018-07-09 CN CN201821080479.4U patent/CN209082751U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111455823A (en) * | 2020-04-30 | 2020-07-28 | 重庆交通大学 | Longitudinal beam falling prevention device |
| CN111455823B (en) * | 2020-04-30 | 2021-07-27 | 重庆交通大学 | Longitudinal beam falling prevention device |
| CN113802452A (en) * | 2021-06-01 | 2021-12-17 | 兰州铁道设计院有限公司 | Bridge anti-seismic support |
| CN114016398A (en) * | 2021-11-30 | 2022-02-08 | 重庆交通职业学院 | Elastic limiting stopper for bridge deviation correction and bridge with automatic deviation correction function |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN209082751U (en) | A kind of high-rise construction earthquake resistance frame | |
| CN206721660U (en) | A kind of shock-absorbing bridge support | |
| CN207260360U (en) | A kind of Anti-seismic building structure | |
| CN208899842U (en) | A kind of safety hanging basket for construction | |
| CN110552545B (en) | Electric tower structure and construction method thereof | |
| CN105649236B (en) | Gravity type damping filling wall | |
| CN208685619U (en) | A kind of foundation pit supporting construction | |
| CN209328660U (en) | A kind of Covered transformer mounting rack of adjustment height | |
| CN208167968U (en) | A kind of telescopic steel supporting structure for building | |
| CN209730620U (en) | A kind of antidetonation substation | |
| CN210106482U (en) | Buffering shock isolation device based on suspension structure | |
| CN209179235U (en) | A kind of aseismatic bearing for building | |
| CN218175834U (en) | A fixed auxiliary device for building pile among engineering building | |
| CN207419246U (en) | Track bridge earthquake isolating equipment | |
| CN207405664U (en) | Pile damping device in a kind of civil engineering | |
| CN215484501U (en) | Withstand voltage type construction platform | |
| CN205476760U (en) | Shock attenuation formula building house | |
| CN212375912U (en) | Anti-seismic building pile foundation | |
| CN213389695U (en) | Town road maintenance bridge simply supported beam construction structures | |
| CN208395650U (en) | A kind of shock-absorbing bridge support structure | |
| CN208981551U (en) | A kind of Shock-proof for building robust structure | |
| CN209196296U (en) | A kind of antidetonation suspension and support of electrical system | |
| CN208816986U (en) | Platform is used in a kind of support of Architectural Equipment | |
| CN215054177U (en) | Architectural design earthquake-resistant structure | |
| CN213742243U (en) | Damping mechanism for anti-seismic support |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20190709 Termination date: 20200709 |