CN208329806U - A kind of energy-dissipating and shock-absorbing formula masonry bearing capacity device - Google Patents
A kind of energy-dissipating and shock-absorbing formula masonry bearing capacity device Download PDFInfo
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- CN208329806U CN208329806U CN201820675136.6U CN201820675136U CN208329806U CN 208329806 U CN208329806 U CN 208329806U CN 201820675136 U CN201820675136 U CN 201820675136U CN 208329806 U CN208329806 U CN 208329806U
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Abstract
The utility model discloses a kind of energy-dissipating and shock-absorbing formula masonry bearing capacity device, including energy-dissipating and shock-absorbing plate, energy-dissipating and shock-absorbing plate is equipped with mounting hole, and articulating device is equipped in mounting hole, and energy-dissipating and shock-absorbing edges of boards edge is equipped with reinforcement tank, is hinged with fixed device in reinforcement tank；Energy-dissipating and shock-absorbing plate includes several blocks of steel plates, Rubber shock-absorbing pad is equipped between adjacent steel plate, several telescopic rods are fixedly connected between two blocks of steel plates of outer layer, telescopic rod passes through the steel plate and Rubber shock-absorbing pad of internal layer, energy-absorbing spring is equipped with outside telescopic rod, telescopic rod includes interior bar and outer bar, run through in interior bar along its length direction and is equipped with loose slot, limited post is equipped in loose slot, limited post is fixedly mounted on outer bar inner wall, the utility model can not only have good efficiency damping effect, the firm installation of bracing means can also be quickly and easily carried out simultaneously, structure is simple, effect is obvious.
Description
Technical field
The utility model relates to energy-dissipating and shock-absorbing field, specially a kind of energy-dissipating and shock-absorbing formula masonry bearing capacity device.
Background technique
Traditional anti-shock methods are that house superstructure and basis are rigidly connected to together, when earthquake, ground motion energy
Amount is input to building structure by basis, causes building structure that vibration, deformation occurs, or even collapse." energy-eliminating shock-insulating " it is basic
Thought is to separate basis with top building structure, and input of the seismic energy to building is isolated.Realize earthquake when earthquake and build
It is substantially motionless to build object, achievees the purpose that guarantee building safety.
Architectural vibration-insulation technology is the research topic of world many countries concern.China has been achieved for very big in this respect
Progress.Vibration isolation energy-dissipating tech be China provided in mitigating more, low-rise building horizontal earthquake disaster one it is effective newly
Approach.
But existing energy-dissipating and shock-absorbing formula masonry bearing capacity device has the following deficiencies:
(1) energy-dissipating and shock-absorbing that energy-dissipating and shock-absorbing formula masonry bearing capacity device is carried out only with rubber pad in the prior art, by
More rubber pads are needed, bracing means is caused when realizing identical damping effect in the finite elastic of monolithic rubber pad
Volume is excessive, is not easy to install；
(2) energy-dissipating and shock-absorbing formula masonry bearing capacity device after long-term use, is easy to make in vibration environment in the prior art
At the loosening of fastener, when vibration, bracing means hits masonry structure with biggish kinetic energy, greatly reduces disappearing for bracing means
It can damping effect.
Summary of the invention
In order to overcome the shortcomings of prior art, the utility model provides a kind of energy-dissipating and shock-absorbing formula masonry bearing capacity dress
It sets, the utility model can not only have good efficiency damping effect, while can also quickly and easily carry out bracing means
Firm installation, structure is simple, and effect is obvious, can effectively solve the problem of background technique proposes.
The technical scheme adopted by the utility model to solve the technical problem is as follows:
A kind of energy-dissipating and shock-absorbing formula masonry bearing capacity device, including energy-dissipating and shock-absorbing plate, the energy-dissipating and shock-absorbing plate are equipped with peace
Hole is filled, and is equipped with articulating device in mounting hole, the energy-dissipating and shock-absorbing edges of boards edge is equipped with reinforcement tank, hinged in the reinforcement tank
There is fixed device；
The energy-dissipating and shock-absorbing plate includes several blocks of steel plates, is equipped with Rubber shock-absorbing pad between the adjacent steel plate, is located at outer
Several telescopic rods are fixedly connected between two blocks of steel plates of layer, the telescopic rod passes through the steel plate and rubber shock-absorbing of internal layer
Pad, is equipped with energy-absorbing spring outside the telescopic rod, and the telescopic rod includes interior bar and outer bar, along its length side in the interior bar
To through loose slot is equipped with, it is equipped with limited post in the loose slot, the limited post is fixedly mounted on outer bar inner wall.
Further, the articulating device includes being fixedly mounted on mounting hole inner rotary shaft to hold, the swivel bearing
Inner ring is fixedly installed with fastening swivel nut, is equipped with anchorage bar on the fastening swivel nut, the anchorage bar, which is submitted, is connected to drive rod.
Further, the mounting hole circumference is equipped with several hiding slots, and the hiding trench bottom is equipped with adsorption magnet.
Further, the fixed device includes the activity bar of L shape and the fixed strip of L shape, the activity bar end
It is hinged on reinforcement tank, the activity bar and fixed strip are flexibly connected, and fastening bolt, institute are equipped between the activity bar and fixed strip
It states and is threaded with fastening nut in fastening bolt.
Further, reset spring is fixedly connected between the fixed strip and activity bar, the fixed strip end is fixed
Fixed plate is installed.
Compared with prior art, the utility model has the beneficial effects that
(1) the energy-dissipating and shock-absorbing plate of the utility model, will be external by the buffer function of Rubber shock-absorbing pad and energy-absorbing spring
The energy that vibration generates is converted into elastic potential energy to reduce the amplitude of vibration, has good energy-dissipating and shock-absorbing effect；
(2) installation that the articulating device of the utility model realizes between energy-dissipating and shock-absorbing plate and masonry structure is fixed,
It can quickly and easily realize the installation of energy-dissipating and shock-absorbing plate, and the loosening of nut can also be prevented, greatly improve connection
Fixing.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the utility model；
Fig. 2 is the energy-dissipating and shock-absorbing plate structural schematic diagram of the utility model；
Fig. 3 is the telescopic rod cross section structure schematic diagram of the utility model；
Fig. 4 is the articulating device structural schematic diagram of the utility model；
Fig. 5 is the fixture structure schematic diagram of the utility model.
Figure label:
1- energy-dissipating and shock-absorbing plate；2- mounting hole；3- articulating device；4- reinforcement tank；5- fixes device；6- hides slot；7-
Adsorption magnet；8- reset spring；9- fixed plate；
101- steel plate；102- rubber shock-absorbing plate；103- telescopic rod；104- energy-absorbing spring；
301- swivel bearing；302- fastens swivel nut；303- anchorage bar；304- drive rod；
501- activity bar；502- fixed strip；503- fastening bolt；504- fastening nut；
1031- interior bar；1032- outer bar；1033- loose slot；1034- limited post.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
As shown in Figures 1 to 5, the utility model provides a kind of energy-dissipating and shock-absorbing formula masonry bearing capacity device, including disappears
Energy vibration damper plate 1, the energy-dissipating and shock-absorbing plate 1 is equipped with mounting hole 2, and articulating device 3 is equipped in mounting hole, and the energy dissipating subtracts
It shakes 1 edge of plate and is equipped with reinforcement tank 4, be hinged with fixed device 5 in the reinforcement tank 4.
In present embodiment, energy-dissipating and shock-absorbing plate 1 is used to absorb the energy of external vibration generation to achieve the effect that damping, lives
Dynamic attachment device 3 is used for being fixedly connected between energy-dissipating and shock-absorbing plate 1 and masonry structure, and fixed device 5 realizes 1 side of energy-dissipating and shock-absorbing plate
Reinforcing between edge and masonry structure enables energy-dissipating and shock-absorbing plate 1 that the effect of energy-dissipating and shock-absorbing is better achieved.
The energy-dissipating and shock-absorbing plate 1 includes several blocks of steel plates 101, is equipped with Rubber shock-absorbing pad between the adjacent steel plate 101
102, several telescopic rods 103 are fixedly connected between two blocks of steel plates 101 of outer layer, the telescopic rod 103 passes through interior
The steel plate 101 and Rubber shock-absorbing pad 102 of layer, energy-absorbing spring 104 is equipped with outside the telescopic rod 103, and the telescopic rod 103 includes
Interior bar 1031 and outer bar 1032 run through in the interior bar 1031 along its length direction and are equipped with loose slot 1033, the loose slot
Limited post 1034 is equipped in 1033, the limited post 1034 is fixedly mounted on 1032 inner wall of outer bar.
In present embodiment, energy-dissipating and shock-absorbing plate 1, will by the buffer function of Rubber shock-absorbing pad 102 and energy-absorbing spring 104
The energy that external vibration generates is converted into elastic potential energy to reduce the amplitude of vibration, and then realizes the function of damping.
In the present embodiment, when the vibration of the steel plate 101 of external object strike to surface or outside is transmitted to steel plate 101
When upper, outermost steel plate 101 vibrates and is transmitted to internal steel plate 101 by energy-absorbing spring 104 and Rubber shock-absorbing pad 102
On, during vibrational energy transmitting, vibrational energy is converted into the elasticity of Rubber shock-absorbing pad 102 and energy-absorbing spring 104
Potential energy, when vibrational energy is transmitted on innermost steel plate 101, vibrational energy very little plays the effect of energy-absorbing damping
Fruit.
The wherein setting of telescopic rod 103, on the one hand plays the role of junction steel plate 101, on the other hand plays support
The effect of energy-absorbing spring 104, it is therefore prevented that energy-absorbing spring 104 is distorted, and extends the service life of energy-absorbing spring 104.
The articulating device 3 includes being fixedly mounted on 2 inner rotary shaft of mounting hole to hold 301, in the swivel bearing 301
Circle is fixedly installed with fastening swivel nut 302, is equipped with anchorage bar 303 on the fastening swivel nut 302, joins on the anchorage bar 303
There is drive rod 304.
In present embodiment, articulating device 3 is used for being fixedly connected between energy-dissipating and shock-absorbing plate 1 and masonry structure,
In present embodiment, fastening swivel nut 302 is interior hexagonal swivel nut, for the fastening to bolt.
The specific application method of articulating device 3 are as follows: using electric drill suitable first on masonry structure to be processed
It punches on position, expansion bolt is then passed through into fastening swivel nut 303 and is pushed into expansion bolt in drilling using iron hammer, finally
Nut on expansion bolt is installed in place on the expansion bolt in fastening swivel nut 302, otating drive rod 304 passes through fastening
The fastening swivel nut 302 that bar 303 is connect with drive rod 304 rotates therewith, during fastening the rotation of swivel nut 302, fastening
Swivel nut 302 screws nut, completes the installation of energy-dissipating and shock-absorbing plate 1.
2 circumference of mounting hole is equipped with several hiding slots 6, and hiding 6 bottom of slot is equipped with adsorption magnet 7.
In present embodiment, the setting of slot 6 is hidden, for the space placed that drive rod 304 provides, the transmission that avoids
Bar 304 stretches out too long and causes to scratch to operator, while also avoiding the loosening of expansion bolt top nut, adsorption magnet 7
Setting, drive rod 304 can be adsorbed in hiding slot 6, avoid the shaking of drive rod 304.
The fixed device 5 includes the activity bar 501 of L shape and the fixed strip 502 of L shape, 501 end of activity bar
It is hinged on reinforcement tank 4, the activity bar 501 and fixed strip 502 are flexibly connected, set between the activity bar 501 and fixed strip 502
There is fastening bolt 503, is threaded with fastening nut 504 in the fastening bolt 503.
In present embodiment, fixed device 5 realizes the reinforcing between 1 edge of energy-dissipating and shock-absorbing plate and masonry structure, so that disappearing
The effect of energy-dissipating and shock-absorbing can be better achieved in energy vibration damper plate 1.
In the present embodiment, it is flexibly connected between activity bar 501 and fixed strip 502, activity bar 501 and fixed strip 502
The distance between it is adjustable, the masonry structure of different-thickness can be fixed, the scope of application is wider.
The fixed specific application method of device 5 are as follows: screw or unscrew first fastening nut 504, adjust activity bar 501 with
Then the distance between fixed strip 502 rotates fixed strip 502, so that the contact area at fixed strip 502 and masonry structure back is most
Fastening nut 504 finally may be screwed greatly, complete the installation of fixed device 5.
Reset spring 8 is fixedly connected between the fixed strip 502 and activity bar 501,502 end of fixed strip is fixed
Fixed plate 9 is installed.
In present embodiment, reset spring 8 is in tensional state, when determining the position of fixed strip 502, reset spring
502 pulling force provided can be such that fixed strip 502 is tightly attached on masonry structure, be convenient for the installation of fixed device, and the 9 of fixed plate
Setting, increase the contact area of masonry structure Yu fixed strip 502, greatly improve the stability of fixed device 5.
It is obvious to a person skilled in the art that the present invention is not limited to the details of the above exemplary embodiments, and
And without departing substantially from the spirit or essential attributes of the utility model, it can realize that this is practical new in other specific forms
Type.Therefore, in all respects, the present embodiments are to be considered as illustrative and not restrictive, this is practical new
The range of type is indicated by the appended claims rather than the foregoing description, it is intended that containing for the equivalent requirements of the claims will be fallen in
All changes in justice and range are embraced therein.It should not treat any reference in the claims as limiting
Related claim.
Claims (5)
1. a kind of energy-dissipating and shock-absorbing formula masonry bearing capacity device, including energy-dissipating and shock-absorbing plate (1), it is characterised in that: the energy dissipating subtracts
It shakes plate (1) and is equipped with mounting hole (2), and be equipped with articulating device (3) in mounting hole, energy-dissipating and shock-absorbing plate (1) edge is set
Have reinforcement tank (4), is hinged with fixed device (5) in the reinforcement tank (4)；
The energy-dissipating and shock-absorbing plate (1) includes several pieces of steel plates (101), is equipped with rubber shock-absorbing between the adjacent steel plate (101)
It pads (102), is fixedly connected with several telescopic rods (103), the telescopic rod between two pieces of steel plates (101) of outer layer
(103) steel plate (101) and Rubber shock-absorbing pad (102) of internal layer are passed through, is equipped with energy-absorbing spring outside the telescopic rod (103)
(104), the telescopic rod (103) includes interior bar (1031) and outer bar (1032), along its length side on the interior bar (1031)
To through loose slot (1033) are equipped with, limited post (1034) are equipped in the loose slot (1033), the limited post (1034) is solid
Dingan County is on outer bar (1032) inner wall.
2. a kind of energy-dissipating and shock-absorbing formula masonry bearing capacity device according to claim 1, it is characterised in that: the activity is even
Connection device (3) includes being fixedly mounted on mounting hole (2) inner rotary shaft to hold (301), and swivel bearing (301) inner ring is fixedly mounted
Have fastening swivel nut (302), be equipped with anchorage bar (303) on the fastening swivel nut (302), the anchorage bar (303), which is submitted, to be connected to
Drive rod (304).
3. a kind of energy-dissipating and shock-absorbing formula masonry bearing capacity device according to claim 1, it is characterised in that: the mounting hole
(2) circumference is equipped with several hiding slots (6), and hiding slot (6) bottom is equipped with adsorption magnet (7).
4. a kind of energy-dissipating and shock-absorbing formula masonry bearing capacity device according to claim 1, it is characterised in that: the fixed dress
The fixed strip (502) of activity bar (501) and L shape that (5) include L shape is set, activity bar (501) end is hinged on reinforcing
Slot (4), the activity bar (501) and fixed strip (502) are flexibly connected, and are set between the activity bar (501) and fixed strip (502)
Have fastening bolt (503), is threaded with fastening nut (504) on the fastening bolt (503).
5. a kind of energy-dissipating and shock-absorbing formula masonry bearing capacity device according to claim 4, it is characterised in that: the fixed strip
(502) it is fixedly connected between activity bar (501) reset spring (8), fixed strip (502) end is fixedly installed with fixation
Plate (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820675136.6U CN208329806U (en) | 2018-05-08 | 2018-05-08 | A kind of energy-dissipating and shock-absorbing formula masonry bearing capacity device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820675136.6U CN208329806U (en) | 2018-05-08 | 2018-05-08 | A kind of energy-dissipating and shock-absorbing formula masonry bearing capacity device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208329806U true CN208329806U (en) | 2019-01-04 |
Family
ID=64776860
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820675136.6U Active CN208329806U (en) | 2018-05-08 | 2018-05-08 | A kind of energy-dissipating and shock-absorbing formula masonry bearing capacity device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208329806U (en) |
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2018
- 2018-05-08 CN CN201820675136.6U patent/CN208329806U/en active Active
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