CN209723274U - A kind of concrete frame shear structure coupling beam shearing type damper energy-consuming shock absorber - Google Patents
A kind of concrete frame shear structure coupling beam shearing type damper energy-consuming shock absorber Download PDFInfo
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- CN209723274U CN209723274U CN201920391142.3U CN201920391142U CN209723274U CN 209723274 U CN209723274 U CN 209723274U CN 201920391142 U CN201920391142 U CN 201920391142U CN 209723274 U CN209723274 U CN 209723274U
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Abstract
The utility model discloses a kind of concrete frame shear structure coupling beam shearing type damper energy-consuming shock absorber, including two built-in fitting components, and the built-in fitting component passes through coupling beam steel bar stress respectively and is connected on shear wall；Damper is fixedly connected between the built-in fitting component；The built-in fitting component includes built-in fitting end plate, on the built-in fitting end plate vertical welding coupling beam steel bar stress；It is connected with steel reinforcement cage at the top of the built-in fitting end plate, central part is provided in the steel reinforcement cage, the central part is fixedly attached on built-in fitting end plate.By the way that above-mentioned component to be applied in building, as the damping device of building, the shock-resistance features of building can be effectively increased, above-mentioned apparatus cost disclosed by the utility model is low, and it is easy for construction, it is suitble to promote and apply.
Description
Technical field
The utility model relates to build damper more particularly to a kind of damping of concrete frame shear structure coupling beam shearing-type
Device energy-consuming shock absorber.
Background technique
Earthquake may give a modern times as a kind of great Sudden Natural Disasters of destructiveness, the sharp pounding of moment
The urban belt of change carrys out destructive impact, and the frequent generation of earthquake disaster causes safely the economic development in China with people's life
Huge threat.
Therefore, a kind of buffering earthquake shock power is designed in building structure, can effectively improve the shock-resistance features of building
Shock resistant damping device can ensure life, the property safety of the people.
In the prior art, in order to realize building aseismicity, often by reinforcement structure, sectional dimension of members is increased, is added
The approach such as arrangement of reinforcement improve anti-seismic performance, although above structure can play certain antihunt action, cost is excessively high,
Apparatus structure is extremely complex, not only increases construction cost, and considerably increases the construction period.
Utility model content
The technical problem to be solved by the utility model is to provide a kind of resistances of concrete frame shear structure coupling beam shearing-type
Buddhist nun's device energy-consuming shock absorber.
The utility model is to solve above-mentioned technical problem by the following technical programs:
A kind of concrete frame shear structure coupling beam shearing type damper energy-consuming shock absorber, including two built-in fitting components, institute
It states built-in fitting component and passes through coupling beam steel bar stress respectively and be connected on shear wall；
Damper is fixedly connected between the built-in fitting component；
The built-in fitting component includes built-in fitting end plate, and steel reinforcement cage, the steel are connected at the top of the built-in fitting end plate
Central part is provided in muscle cage, the central part is fixedly attached on built-in fitting end plate.
Preferably, the steel reinforcement cage includes several vertical muscle, and the vertical muscle is distributed in the side surrounding of built-in fitting end plate；Institute
It states vertical muscle and is provided with several stirrups, the stirrup binding is on vertical muscle, the left side edge and right side edge of the steel reinforcement cage
It is respectively connected with waist muscle.
Preferably, the central part includes the first bar steel and the second bar steel, is set between first bar steel and the second bar steel
It is equipped with tooth form steel, there is gap on the tooth form steel；
Several pegs are symmetrically arranged in first bar steel and the second bar steel；
Several lacing holes are offered on the tooth form steel, the lacing hole and gap are located on same level straight line；
The lacing hole is provided with lacing wire, and binding is on waist muscle after the lacing wire runs through lacing hole.
Preferably, the gap setting number on the tooth form steel is 3, and gap is distributed in from top to bottom on tooth form steel, position
The gap location two lacing holes of corresponding setting in top and bottom end.
Preferably, binding is on waist muscle after the gap setting has lacing wire, the lacing wire to run through gap.
Preferably, two rows of pegs are provided in first bar steel and the second bar steel, the peg on each row
Number is 7.
Preferably, it is welded between first bar steel, the second bar steel and tooth form steel.
Preferably, the vertical muscle is welded on built-in fitting end plate.
Preferably, the stirrup is bound on vertical muscle by iron wire.
Preferably, the built-in fitting end plate is fixedly connected with coupling beam steel bar stress.
The utility model has the advantage that compared with prior art
The utility model discloses a kind of concrete frame shear structure coupling beam shearing type damper energy-consuming shock absorber, including two
Built-in fitting component, the built-in fitting component pass through coupling beam steel bar stress respectively and are connected on shear wall；The built-in fitting component it
Between be fixedly connected with damper；The built-in fitting component includes built-in fitting end plate, the built-in fitting end plate vertical welding coupling beam by
On power reinforcing bar；It is connected with steel reinforcement cage at the top of the built-in fitting end plate, central part, the central part are provided in the steel reinforcement cage
It is fixedly attached on built-in fitting end plate.Above-mentioned component is applied in building, it, can be effective as the damping device of building
Increase the shock-resistance features of building, meanwhile, above-mentioned apparatus structure disclosed by the utility model is simple, cost is low, and it is easy for construction,
It is suitble to promote and apply.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the utility model embodiment 1；
Fig. 2 is the structural schematic diagram of built-in fitting component in the utility model embodiment 1；
Fig. 3 is the three dimensional structure diagram of central part in the utility model embodiment 1；
Fig. 4 is the schematic view of facade structure of central part in the utility model embodiment 1；
Fig. 5 is the structural schematic diagram of central part and built-in fitting end plate in the utility model embodiment 1；
Fig. 6 is the annexation figure of lacing wire and central part in the utility model embodiment 1；
Fig. 7 is the overall structure diagram in the utility model embodiment 2；
Fig. 8 is the structural schematic diagram of 2 light plate component of the utility model embodiment；
Fig. 9 is the annexation figure of lacing wire and built-in fitting component in the utility model embodiment 2；
Figure 10 is the structural schematic diagram of 2 light plate component of the utility model embodiment；
Figure 11 is the structural schematic diagram of 2 light plate component of the utility model embodiment.
Specific embodiment
It elaborates below to the embodiments of the present invention, the present embodiment before being with technical solutions of the utility model
It puts and is implemented, the detailed implementation method and specific operation process are given, but the protection scope of the utility model is unlimited
In following embodiments.
Embodiment 1
As shown in figures 1 to 6, a kind of concrete frame shear structure coupling beam shearing type damper energy-consuming shock absorber, including two pre-
Embedded part component 1, two built-in fitting components 1 are connected on shear wall 101 by coupling beam steel bar stress 103 respectively, pre-buried at two
Between part component 1 assemble damper 102 (specifically, in shear wall 101 coupling beam among installation fix two pieces of built-in fitting components 1,
Coupling beam steel bar stress 103 is respectively symmetrically weldingly fixed on the outer end plate of two pieces of built-in fitting components 1 (i.e. 11 side of built-in fitting end plate
Side wall on), and casting concrete.After main structure construction, pacify on the built-in fitting end plate 11 of two built-in fitting components 1
Welding equipment connects damper 102).
Built-in fitting component 1 includes built-in fitting end plate 11, and in the top welded reinforcement cage of built-in fitting end plate 11, steel reinforcement cage is by welding
It connects multiple vertical muscle 2 at 11 top four sides position of built-in fitting end plate and is welded on the left and right side of built-in fitting end plate 11
(waist muscle 3 and vertical muscle 2 are located in same horizontal line (using Fig. 2 as reference) composition of waist muscle 3 at edge.Built-in fitting end plate 11
Shape be cuboid (as shown in Figure 1, the sidewall weld of 11 side of built-in fitting end plate is on coupling beam steel bar stress 103, built-in fitting
The sidewall weld damper 102 of 11 other side of end plate), vertical muscle 2 is distributed in four side edge positions of cuboid top surface.Vertical muscle 2
Surrounding bound from top to bottom using multiple stirrups 5, improving bud grafting is iron wire binding (stirrup 5 is bound on vertical muscle 2).Pass through hoop
Vertical muscle 2 is formed, is fastened by the binding of muscle 5.
A central part 4 is welded at the top center of built-in fitting end plate 11, specifically, central part 4 includes the
The shape of one bar steel 441 and the second bar steel 442, the first bar steel 441 and the second bar steel 442 is cuboid.Central part 4 is welded to pre-
After embedded part end plate 11, the first bar steel 441 is towards right side, and the second bar steel 442 is towards left side.14 are welded in the first bar steel 441
42,14 pegs 42 of a peg are towards right side, and in two rows of distributions, each row's number is 7, similarly, weld in the second bar steel 442
14 pegs, 42,14 pegs 42 are connected to towards left side (using Fig. 2 as reference), in two rows of distributions, each row's number is 7.Bolt
The effect of nail 42 is the bonding bond stress increased substantially between built-in fitting and concrete.
It is provided with tooth form steel 443 between the first bar steel 441 and the second bar steel 442, specific tooth form steel 443 and first
Steel 441 and the second bar steel 442 are by being welded.There is gap on tooth form steel 443, gap setting number is 3, and gap is certainly
It is upper and under be distributed on tooth form steel 443, be respectively provided with that there are two lacing hole 41 (lacing hole 41 positioned at the gap on top and bottom end
In the left side in gap), lacing hole 41 and gap are located at the same horizontal position.
Through there is lacing wire 6 on lacing hole 41, the front end (leading hook facilitates binding) of lacing wire 6 is bound by iron wire
On waist muscle 3 on 11 forward edge position of built-in fitting end plate, the rear end (rear end crotch facilitates binding) of lacing wire 6 is tied up by iron wire
It pricks on the waist muscle 3 on 11 posterior edges position of built-in fitting end plate.Meanwhile gap of remaining lacing wire 6 on tooth form steel 443
Afterwards, binding is on waist muscle 3.By the running through of above-mentioned lacing wire 6, binding effect, coupling beam framework of steel reinforcement drawing is fixed, structure is met
Design reinforcement force request.
Embodiment 2
As illustrated in figures 7-11, another kind deformation of the present embodiment as embodiment 1, uses steel sheet component 43 for central part 4
Substitution, specific steel sheet component 43 include seven steel plates (steel plate is cuboid), and seven steel plates are welded on built-in fitting from left to right
The top of end plate 11, seven steel plates are respectively positioned in same horizontal line.Peg 42 is fixed on each steel plate.Perpendicular to pre-
The steel plate of 11 leftmost side of embedded part end plate and the steel plate perpendicular to 11 rightmost side of built-in fitting end plate are contour, and the steel plate of the position at two
Height be all larger than the height of remaining steel plate.4 pegs 42, the peg 42 on remaining steel plate are set on the steel plate of the position at two
Number is set as 2.Peg 42 on each steel plate is symmetrically distributed on the two sides side wall of steel plate.Have between steel plate and steel plate
It has the gap, by lacing wire 6 behind gap in binding to waist muscle 3.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Made any modifications, equivalent replacements, and improvements etc., should be included in the utility model within the spirit and principle of utility model
Protection scope within.
Claims (10)
1. a kind of concrete frame shear structure coupling beam shearing type damper energy-consuming shock absorber, which is characterized in that pre-buried including two
Part component, the built-in fitting component pass through coupling beam steel bar stress respectively and are connected on shear wall；
Damper is fixedly connected between the built-in fitting component；
The built-in fitting component includes built-in fitting end plate, and steel reinforcement cage, the steel reinforcement cage are connected at the top of the built-in fitting end plate
It is inside provided with central part, the central part is fixedly attached on built-in fitting end plate.
2. concrete frame shear structure coupling beam shearing type damper energy-consuming shock absorber according to claim 1, feature exist
In the steel reinforcement cage includes several vertical muscle, and the vertical muscle is distributed in the side surrounding of built-in fitting end plate；
The vertical muscle is provided with several stirrups, and the stirrup binding is on vertical muscle；
The left side edge and right side edge of the steel reinforcement cage are provided with waist muscle.
3. concrete frame shear structure coupling beam shearing type damper energy-consuming shock absorber according to claim 2, feature exist
In the central part includes the first bar steel and the second bar steel, and tooth form steel, institute are provided between first bar steel and the second bar steel
Stating has gap on tooth form steel；
Several pegs are symmetrically arranged in first bar steel and the second bar steel；
Several lacing holes are offered on the tooth form steel, the lacing hole and gap are located on same level straight line；
The lacing hole is provided with lacing wire, and binding is on waist muscle after the lacing wire runs through lacing hole.
4. concrete frame shear structure coupling beam shearing type damper energy-consuming shock absorber according to claim 3, feature exist
In the gap setting number on the tooth form steel is 3, and gap is distributed in from top to bottom on tooth form steel, is located at top and bottom end
The gap location two lacing holes of corresponding setting.
5. concrete frame shear structure coupling beam shearing type damper energy-consuming shock absorber according to claim 3, feature exist
In binding is on waist muscle after the gap setting has lacing wire, the lacing wire to run through gap.
6. concrete frame shear structure coupling beam shearing type damper energy-consuming shock absorber according to claim 3, feature exist
In, two rows of pegs are provided in first bar steel and the second bar steel, the peg number on each row be 7.
7. concrete frame shear structure coupling beam shearing type damper energy-consuming shock absorber according to claim 3, feature exist
In being welded between first bar steel, the second bar steel and tooth form steel.
8. concrete frame shear structure coupling beam shearing type damper energy-consuming shock absorber according to claim 2, feature exist
In the vertical muscle is welded on built-in fitting end plate.
9. concrete frame shear structure coupling beam shearing type damper energy-consuming shock absorber according to claim 2, feature exist
In the stirrup is bound on vertical muscle by iron wire.
10. concrete frame shear structure coupling beam shearing type damper energy-consuming shock absorber according to any one of claims 1 to 9,
It is characterized in that, the built-in fitting end plate is fixedly connected with coupling beam steel bar stress.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920391142.3U CN209723274U (en) | 2019-03-26 | 2019-03-26 | A kind of concrete frame shear structure coupling beam shearing type damper energy-consuming shock absorber |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920391142.3U CN209723274U (en) | 2019-03-26 | 2019-03-26 | A kind of concrete frame shear structure coupling beam shearing type damper energy-consuming shock absorber |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111424572A (en) * | 2020-04-21 | 2020-07-17 | 河南理工大学 | Collapse protection device |
| CN111827581A (en) * | 2020-07-23 | 2020-10-27 | 湖北烜豪建筑工程有限公司 | Steel bar cage device for house building engineering |
-
2019
- 2019-03-26 CN CN201920391142.3U patent/CN209723274U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111424572A (en) * | 2020-04-21 | 2020-07-17 | 河南理工大学 | Collapse protection device |
| CN111827581A (en) * | 2020-07-23 | 2020-10-27 | 湖北烜豪建筑工程有限公司 | Steel bar cage device for house building engineering |
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