CN208106022U - A kind of various dimensions combined type bears type aseismatic joint device - Google Patents
A kind of various dimensions combined type bears type aseismatic joint device Download PDFInfo
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- CN208106022U CN208106022U CN201820498182.3U CN201820498182U CN208106022U CN 208106022 U CN208106022 U CN 208106022U CN 201820498182 U CN201820498182 U CN 201820498182U CN 208106022 U CN208106022 U CN 208106022U
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Abstract
The utility model belongs to quake-resistant safety technical field, more particularly to a kind of various dimensions combined type bears type aseismatic joint device, is born bar, bolt, aluminium alloy cover board, Rubber shock-absorbing pad and rubber strip by special-shaped steel base seat, anchorage element, ball cage type Hooks coupling universal coupling, damping energy consumption and is formed；Together with the anchorage element is poured with beams of concrete, the special-shaped steel base seat and beams of concrete is set to connect into an entirety, aluminium alloy cover board one end is connected by screw to the special-shaped steel base seat, it is filled with the rubber strip in its gap between special-shaped steel base seat, special-shaped steel base seat is connected by ball cage type Hooks coupling universal coupling and netted combined type damping is consumed energy unit, and the combined type damping energy consumption unit, which by damping energy consumption bears bar and forms the Rubber shock-absorbing pad filled inside big quadrilateral structure and quadrangle, to be formed.The present apparatus can realize that the various dimensions of aseismatic joint deformation change with vibration direction, and make full use of material property, improve antidetonation shock attenuation efficiency, have good combined type damping effect.
Description
Technical field
The utility model belongs to quake-resistant safety technical field more particularly to a kind of building structure aseismatic seam antishock device, fits
With building structure aseismatic seam various dimensions damping energy consumption, building structure aseismatic safety is improved.
Background technique
Structural safety is had a great responsibility, and gently then causes economic loss, heavy then jeopardize personal life security, therefore, is being tied
During building is set, safe design and construction quality are the guarantees of structural safety, and building structure aseismatic is safe design
Basis.
In the prior art, the aseismatic joint device for flooring and exterior wall, conventional apparatus can provide longitudinal and vertical two
The displacement in a direction, since seismic shock causes displacement between aseismatic joint to be any direction, traditional antishock device can not be provided arbitrarily
The displacement in direction；And seismic wave can generate huge vibration energy and seriously threaten to structural safety formation, traditional aseismatic joint dress
It is low to set damping energy efficiency, damping effect is unobvious or even to big shake passivity ability, and aseismatic joint both sides works cannot produce
The effect of raw draw knot force slows down antidumping.
According to the arbitrariness of aseismatic joint direction of displacement, existing aseismatic joint device damping energy efficiency is low and enhances aseismatic joint
The resistance to capsizing of both sides structure, it is desirable to provide a kind of structure is simple, meets intensity requirement and has various dimensions combined type and bears
Type aseismatic joint device, guarantees the integrally-built quake-resistant safety performance of building under seismic shock, ensure people's house person and
Property safety.
Utility model content
The solved the technical problems existing in the prior art of the utility model are building aseismicities caused by seismic wave arbitrariness
The multi-dimensional nature moved between seam, seismic wave energy is huge but aseismatic joint device energy-wasting low efficiency and aseismatic joint both sides works are on ground
The problems such as resistance to capsizing is poor when shake, going out a kind of various dimensions combined type for above-mentioned existing technical problem researching and designing can drawknot
Type aseismatic joint device.
The utility model is that technical solution used by solving its technical problem is：
A kind of various dimensions combined type bears type aseismatic joint device, by special-shaped steel base seat, anchorage element, ball cage type universal joint shaft
Device, damping energy consumption bear bar, bolt, aluminium alloy cover board, Rubber shock-absorbing pad and rubber strip composition；The anchorage element is welded in institute
State on the outside of special-shaped steel base seat, the anchorage element is poured with beams of concrete together with, make the special-shaped steel base seat and concrete
Beam connects into an entirety by the anchorage element, and aluminium alloy cover board one end and the special-shaped steel base seat are connected by screw
It connects, the other end is in free state, and the gap between the aluminium alloy cover board and special-shaped steel base seat is filled with the rubber strip, described
It is bolted on the inside of ball cage type Hooks coupling universal coupling and the special-shaped steel base seat, power transmission wall upper end and lower part are two reserved
Bolt hole is bolted netted combined type damping energy consumption unit by described, and the combined type damping energy consumption unit is consumed by damping
Bar and Rubber shock-absorbing pad composition can be born.
Further, the combined type damping energy consumption unit is that four damping energy consumptions are born bar to be hinged to damping energy consumption
Quadrilateral units, and multiple quadrangles are mutually hinged in a plane, it then will be in each quadrilateral units described in filling
Rubber shock-absorbing pad, thus the big quadrilateral structure formed.
Further, the Rubber shock-absorbing pad is connected to inside quadrangle as elastomer by way of binding.
Further, it is circular cross-section rod that damping energy consumption, which bears bar, and both ends are conducive to hinge connection in flat.
Further, the cross-sectional structure that the damping energy consumption bears bar is damping energy consumption honeycomb hole.
Further, the anchorage element is earrings steel bar.
Possessed beneficial effect is the utility model compared with prior art：（1）Compared with existing antishock device, the dress
Setting can realize that the various dimensions of aseismatic joint deformation change with vibration direction；（2）Rubber sheet gasket bears bar with damping energy consumption and subtracts jointly
Shake energy consumption, makes full use of material property, improves antidetonation shock attenuation efficiency, has good combined type damping effect；（3）By deformed steel
Pedestal, anchorage element, ball cage type Hooks coupling universal coupling, damping energy consumption bear bar, bolt, aluminium alloy cover board, Rubber shock-absorbing pad, rubber
The system that item is constituted building to aseismatic joint both sides can carry out drawknot jointly, prevent aseismatic joint meta position move further expansion and
Collapse suddenly to both sides；（4）Netted combined type damping energy consumption unit and other accessories are detachable, as needed freely to replace, grasp
Make simple and convenient.
Detailed description of the invention
Fig. 1 is the utility model overall structure diagram.
Fig. 2 is A-A the schematic diagram of the section structure in Fig. 1.
Fig. 3 is the structural schematic diagram that damping energy consumption bears bar in the utility model.
Fig. 4 is B-B the schematic diagram of the section structure in Fig. 3.
Fig. 5 is C-C the schematic diagram of the section structure in Fig. 3.
In figure：1. special-shaped steel base seat, 2. anchorage elements, 3 ball cage type Hooks coupling universal couplings, 4. dampings energy consumption bear bar, 5. spiral shells
Bolt, 6. aluminium alloy cover boards, 7 Rubber shock-absorbing pads, 8. rubber strips, 9. beams of concretes, 41. dampings energy consumption honeycomb hole.
Specific embodiment
The utility model is described in further detail below with reference to embodiment, but the embodiments of the present invention is not
It is limited to this.
As depicted in figs. 1 and 2, a kind of various dimensions combined type bears type aseismatic joint device, by special-shaped steel base seat 1, anchoring structure
Part 2, ball cage type Hooks coupling universal coupling 3, damping energy consumption bear bar 4, bolt 5, aluminium alloy cover board 6, Rubber shock-absorbing pad 7 and rubber strip 8
Composition；The abnormal shape steel base seat 1 uses 15CrMoR steel plate, with good toughness, moulding and weldability, the anchoring
Component 2 is earrings steel bar, is welded in 1 outside of special-shaped steel base seat, the anchorage element 2 and beams of concrete 9 are cast in
Together, so that the special-shaped steel base seat 1 and beams of concrete 9 is connected into an entirety by the anchorage element 2, be anti-in vibration
Shake seam two sides building provides draw knot force；Described 6 one end of aluminium alloy cover board is connected by screw to the special-shaped steel base seat 1, separately
One end is in free state（Aseismatic joint cannot be connected all）, gap institute between the aluminium alloy cover board 6 and special-shaped steel base seat 1
The filling of rubber strip 8 is stated, convenient for the free extension of temperature deformation；The ball cage type Hooks coupling universal coupling 3 is a kind of common combination knot
Structure is coupled by passing through bulb and mortar seat between ball arm and power transmission arm, passes through bolt 5 on the inside of mortar seat and the special-shaped steel base seat 1
Two bolts hole are reserved in connection, power transmission wall upper end and lower part, in order to connect netted combined type by the bolt 5
Damping energy consumption unit.
As shown in Figure 1, the netted combined type damping energy consumption unit netted is subtracted by what damping energy consumption bore that bar 4 formed
Shake energy consumption unit and the Rubber shock-absorbing pad 7 form；The netted damping energy consumption unit is born by four damping energy consumptions
Bar 4 is hinged to damping energy consumption quadrilateral units, and multiple quadrangles are mutually hinged in a plane, forms one big four side
The netted damping and energy dissipation structure of shape, hinge therein are manufactured using high-strength material, and material is No. 45 steel either 35CRMoA；
Quadrangle has geometry changeability, and the netted damping energy consumption unit is geometrically unstable system, single in the netted damping energy consumption
Fill the Rubber shock-absorbing pad 7 in each quadrilateral units of member, the Rubber shock-absorbing pad 7 by way of binding with the net
Shape damping energy consumption unit is attached, when netted damping energy consumption element deformation squeezes the Rubber shock-absorbing pad 7, the damping energy consumption
It bears the deformation of bar 4 and cooperates with damping to consume energy with the Rubber shock-absorbing pad 7 extruding, form netted combined type damping energy consumption unit；In temperature
When degree and seismic aseismatic joint contraction change, the Rubber shock-absorbing pad 7 can play buffering and prevent aseismatic joint both sides wall
Collision makes full use of material property, improves antidetonation shock attenuation effect；The Rubber shock-absorbing pad 7 is by natural rubber and neoprene
It is combined into, existing high resiliency, and has high viscosity, main function is the effect for damping and buffering.
As shown in figure 3, the damping energy consumption bears bar 4 and uses steel for 65Mn material, the material with favorable elasticity and plasticity
Matter, intensity is high, elastoplasticity is good, under the conditions of shock and vibration, has stronger tension, compression strength, can more preferably accomplish
Damping energy consumption；As shown in figure 5, the damping energy consumption bears bar 4 using circular cross-section rod, both ends are conducive to hinge company in flat
It connects；It is utilized at damping energy consumption honeycomb hole 41 in tension and compression as shown in figure 4, the damping energy consumption bears 4 bar cross section of bar
The elastic and plastic properties deformation consumption vibration energy of porous structure.
Utility model works principle is that anchorage element 2 is connected on the outside of special-shaped steel base seat 1 by welding,
Then it is cast in wall by casting concrete, special-shaped 1 top of steel base seat passes through bolt 5 for 6 one end of aluminium alloy cover board
It is fixed, with 1 gap filling rubber strip 8 of special-shaped steel base seat for being deformed caused by aperture temp, pass through in the middle part of special-shaped steel base seat 1
The mode of welding is connected with 3 pedestal of ball cage type Hooks coupling universal coupling, bears bar 4 by ball cage type Hooks coupling universal coupling 3 and damping energy consumption
Group reticulates damping energy consumption unit and is connected, and Rubber shock-absorbing pad is connected to inside netted damping energy consumption unit by the method bound
As elastomer, to form an antishock device being connected between two walls.
The above is only the preferred embodiment of the utility model, not does limit in any form to the utility model
System, any person skilled in the art are not departing within the scope of technical solutions of the utility model, when using the disclosure above
Technology contents make change or modify the equivalent embodiment of equivalent variations, but it is all without departing from technical solutions of the utility model
Content is still within the scope of the technical solutions of the present invention.
Claims (6)
1. a kind of various dimensions combined type bears type aseismatic joint device, which is characterized in that by special-shaped steel base seat, anchorage element, cage
Formula Hooks coupling universal coupling, damping energy consumption bear bar, bolt, aluminium alloy cover board, Rubber shock-absorbing pad and rubber strip composition；The anchoring structure
Part is welded on the outside of the special-shaped steel base seat, the anchorage element is poured with beams of concrete together with, make the special-shaped base steel
Seat and beams of concrete connect into an entirety, aluminium alloy cover board one end and the special-shaped steel base seat by the anchorage element
It is connected by screw to, the other end is in free state, the gap rubber between the aluminium alloy cover board and special-shaped steel base seat
Be bolted on the inside of item filling, the ball cage type Hooks coupling universal coupling and the special-shaped steel base seat, power transmission wall upper end with
Two bolts hole are reserved in lower part, are bolted netted combined type damping energy consumption unit, the combined type damping energy consumption by described
Unit bears bar by damping energy consumption and Rubber shock-absorbing pad forms.
2. a kind of various dimensions combined type according to claim 1 bears type aseismatic joint device, which is characterized in that described compound
Formula damping energy consumption unit is that four dampings energy consumptions are born to bar to be hinged to damping energy consumption quadrilateral units, and by multiple four sides
Then shape is mutually hinged will to fill the Rubber shock-absorbing pad in a plane in each quadrilateral units, thus formed one
A big quadrilateral structure.
3. a kind of various dimensions combined type according to claim 2 bears type aseismatic joint device, which is characterized in that the rubber
Resilient cushion is connected to inside quadrangle as elastomer by way of binding.
4. a kind of various dimensions combined type described according to claim 1 ~ any one of 3 bears type aseismatic joint device, feature
It is, it is circular cross-section rod that the damping energy consumption, which bears bar, and both ends are conducive to hinge connection in flat.
5. a kind of various dimensions combined type according to claim 4 bears type aseismatic joint device, which is characterized in that the damping
The cross-sectional structure that energy consumption bears bar is damping energy consumption honeycomb hole.
6. a kind of various dimensions combined type according to claim 1 bears type aseismatic joint device, which is characterized in that the anchoring
Component is earrings steel bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820498182.3U CN208106022U (en) | 2018-04-10 | 2018-04-10 | A kind of various dimensions combined type bears type aseismatic joint device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820498182.3U CN208106022U (en) | 2018-04-10 | 2018-04-10 | A kind of various dimensions combined type bears type aseismatic joint device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208106022U true CN208106022U (en) | 2018-11-16 |
Family
ID=64121347
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820498182.3U Expired - Fee Related CN208106022U (en) | 2018-04-10 | 2018-04-10 | A kind of various dimensions combined type bears type aseismatic joint device |
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| Country | Link |
|---|---|
| CN (1) | CN208106022U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108301676A (en) * | 2018-04-10 | 2018-07-20 | 河南理工大学 | A kind of various dimensions combined type bears type aseismatic joint device |
-
2018
- 2018-04-10 CN CN201820498182.3U patent/CN208106022U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108301676A (en) * | 2018-04-10 | 2018-07-20 | 河南理工大学 | A kind of various dimensions combined type bears type aseismatic joint device |
| CN108301676B (en) * | 2018-04-10 | 2023-09-22 | 河南理工大学 | Multi-dimensional combined type bearing type anti-seismic joint device |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181116 |
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| CF01 | Termination of patent right due to non-payment of annual fee |