CN208346999U - A kind of runback bit architecture for assembly concrete frame structure - Google Patents
A kind of runback bit architecture for assembly concrete frame structure Download PDFInfo
- Publication number
- CN208346999U CN208346999U CN201820398462.7U CN201820398462U CN208346999U CN 208346999 U CN208346999 U CN 208346999U CN 201820398462 U CN201820398462 U CN 201820398462U CN 208346999 U CN208346999 U CN 208346999U
- Authority
- CN
- China
- Prior art keywords
- concrete column
- steel plate
- groove
- concrete
- frame structure
- 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
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 33
- 239000010959 steel Substances 0.000 claims abstract description 33
- 239000000463 material Substances 0.000 claims abstract description 23
- 239000007788 liquid Substances 0.000 claims abstract description 13
- 230000003319 supportive effect Effects 0.000 claims abstract description 3
- 230000001464 adherent effect Effects 0.000 claims description 12
- 230000015271 coagulation Effects 0.000 claims description 3
- 238000005345 coagulation Methods 0.000 claims description 3
- 239000010720 hydraulic oil Substances 0.000 claims description 3
- 238000005516 engineering process Methods 0.000 abstract description 3
- 230000000694 effects Effects 0.000 description 7
- 238000006073 displacement reaction Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 239000012141 concentrate Substances 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 229920006247 high-performance elastomer Polymers 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000012795 verification Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model belongs to building structure technology field, it is related to a kind of runback bit architecture for assembly concrete frame structure, its main structure include: the utility model relates to a kind of its main structure for the runback bit architecture of assembly concrete frame structure include: rigid ball, basis, concrete column, first steel plate, second steel plate, hydraulic bjuffer and liquid medium, basis is the square box structure of upper end opening, Qi Sibi and bottom are concrete material, the bottom upper side middle on basis is provided with the groove of semielliptical shape, rigid ball is placed in groove, the concrete column to play a supportive role is provided with right above the bottom middle on basis, the bottom middle of the concrete column is provided with the groove of semielliptical shape, the first steel plate is provided at the side lower end of concrete column, it is wrapped in basic inner sidewall and bottom Second steel plate, main structure is simple, installs and uses safe ready, and assembles easy to use, wide market.
Description
Technical field:
The utility model belongs to building structure technology field, is related to a kind of seat structure, especially a kind of to be used for assembled
The runback bit architecture of concrete frame structure.
Background technique:
Assembled architecture has obtained popularization energetically in China in recent years, especially with prefabricated concrete structure promotion efficiency
It is maximum.Assembled architecture is to split the supporting member of total, and each component is prefabricated in the factory, and is finally transported to scene
A kind of building that assembly is got up.But the anti-seismic performance of this building is by very big query, and passes through various experimental verifications,
Also shown that the whole anti-seismic performance of assembled architecture will be lower than the anti-seismic performance of cast-in-place structural.Assembled architecture is per se with very
More seams is clearly that cannot compare with cast-in-place structural if allowing it to resist seismic force effects, how to be sought a kind of better
Method minimizes destruction of the seismic force to assembled architecture, is the content for needing further to study and direction, therefore design
A kind of runback bit architecture for assembly concrete frame structure is prepared, the energy of sharp pounding can be absorbed, and make to mix
Solidifying earth pillar remains stable.
Utility model content
Utility model aims to solve defect of the existing technology, seek to design a kind of for assembled coagulation
The runback bit architecture of native frame structure, which can make superstructure that opposite sliding occur under seismic force effects, by earthquake
Energy discharges, while also ensuring after earthquake terminates, and superstructure can also be restored to original position, reaches Self-resetting
Effect.
To achieve the goals above, the utility model relates to a kind of Self-resetting for assembly concrete frame structure
The main structure of structure includes: that rigid ball, basis, concrete column, the first steel plate, the second steel plate, hydraulic bjuffer and liquid are situated between
Matter, basis are the square box structure of upper end opening, and Qi Sibi and bottom are concrete material, in basic bottom upper side
Between be provided with the groove of semielliptical shape, rigid ball is placed in groove, is provided with right above basic bottom middle to rise
The concrete column of supporting role, the bottom middle of the concrete column are provided with the groove of semielliptical shape, and the groove and base
The groove shapes of plinth bottom are identical, the first steel plate are provided at the side lower end of concrete column, in basic inner sidewall and bottom
It is wrapped with the intensity of the second steel plate, the first steel plate and the second steel plate to improve basis and concrete column, guarantees that it will not be because of
Stress is concentrated and is damaged, and a hydraulic bjuffer is respectively arranged on four sides of concrete column, hydraulic bjuffer
One end is fixed on the first steel plate of concrete column side wall, and the other end of hydraulic bjuffer is fixed on the second steel of basic inner sidewall
On plate, hydraulic bjuffer can be extended or be compressed with the movement of concrete column, send out concrete column in external force such as earthquakes
When raw displacement, hydraulic bjuffer is to absorb the energy generated when concrete column displacement and make coagulation by the support of hydraulic coupling
Earth pillar keeps stablizing, and one end that hydraulic bjuffer is contacted with wall, which is provided with, holds liquid medium container, and liquid medium is to inhale
Receive the energy that concrete column displacement generates.
Further, for concrete column when sliding, rigid ball does not carry active force in the utility model, to avoid rigid
Property ball to structure generate stress concentrate, destroy structure.
Further, rigid ball described in the utility model selects the great steel material of rigidity or other kinds of rigid
It spends great material, and the rigid ball of the material is under load action, will not deform or changes the shape of rigid ball.
Further, it is provided between basic upper side at the bottom groove surrounding of the concrete column in the utility model
To reduce the flexible non-adherent material for rubbing and being convenient for that opposite sliding occurs between concrete column and basis, can effectively prevent
Concrete column run-off the straight when receiving energy impact, the flexibility non-adherent material is preferably high-performance rubber gasket.
Further, the liquid medium in the utility model selects the hydraulic oil that will not be solidified at low ambient temperatures.
Further, the upper end of the rigid ball in the utility model is in contact with the inner wall of concrete column groove.
Further, the thickness of the first steel plate and the second steel plate described in the utility model needs to meet wanting for bearing capacity
It asks, will not destroy or be deformed under various effects.
When the utility model is used, placing basis and then rigid ball being placed in the groove among basis, then
The surrounding of groove is placed into flexible non-adherent material, and concrete column will be placed right above the groove among basis, makes concrete
With flexible non-adherent material at the bottom surrounding of column, after placement, hydraulic bjuffer is installed, by sharp pounding
When, since the frictional force between concrete column and flexible non-adherent material is minimum, concrete column will not run-off the straight but in water
It is moved in plane, hydraulic bjuffer absorbs the energy generated when concrete column movement by compressing and stretching and makes to mix when mobile
Solidifying earth pillar keeps stablizing.
Compared with prior art, acquirement has the beneficial effect that the utility model:
1, concrete column and basis adopt a split structure design, and have added flexible non-adherent material energy in contact portion
Enough guarantee that opposite sliding occurs under geological process for concrete column and basis, seismic energy is discharged, ensure that superstructure
Not by the destruction of geological process；
2, the mobile energy generated of concrete column is absorbed by hydraulic bjuffer, and can pass through hydraulic bjuffer
Elastic force act on after earthquake terminates, concrete column can after be restored to original position, achieve the effect that Self-resetting, do not influence
The use of structure.
3, its main structure is simple, and design concept is ingenious, installs and uses safe ready, and the antidetonation of conventional concrete column is imitated
Fruit is promoted, and assembles easy to use, application environment close friend, wide market.
Detailed description of the invention
Fig. 1 be the utility model relates to the runback bit architecture for assembly concrete frame structure main structure original
Manage schematic diagram.
Fig. 2 be the utility model relates to the runback bit architecture for assembly concrete frame structure top view.
Specific embodiment:
The utility model is described in further detail by way of example and in conjunction with the accompanying drawings.
Embodiment 1:
A kind of its main structure for the runback bit architecture of assembly concrete frame structure that the present embodiment is related to includes:
Rigid ball 1, basis 2, concrete column 3, the first steel plate 4, the second steel plate 5, hydraulic bjuffer 6 and liquid medium 7, basis 2 are upper
The square box structure of end opening, Qi Sibi and bottom are concrete material, and the bottom upper side middle on basis 2 is provided with half
The groove of elliposoidal is placed with rigid ball 1 in groove, is provided with right above the bottom middle on basis 2 to play a supportive role
Concrete column 3, the bottom middle of the concrete column 3 is provided with the groove of semielliptical shape, and the groove and basic 2 bottoms
Groove shapes it is identical, the first steel plate 4 is provided at the side lower end of concrete column 3, it is attached in basic 2 inner sidewalls and bottom packet
There is the intensity of the second steel plate 5, the first steel plate 4 and the second steel plate 5 to improve basis 2 and concrete column 3, guarantees that it will not be because
It is damaged for stress concentration, a hydraulic bjuffer 6 is respectively arranged on four sides of concrete column 3, hydraulic cushion
One end of device 6 is fixed on the first steel plate 4 of 3 side wall of concrete column, and the other end of hydraulic bjuffer 6 is fixed on 2 inside of basis
On second steel plate 5 of wall, hydraulic bjuffer 6 can be extended or be compressed with the movement of concrete column 3, outer in earthquake etc.
When power is subjected to displacement concrete column 3, hydraulic bjuffer 6 is to absorb the energy generated when concrete column 3 is displaced and pass through liquid
The support of pressure come make concrete column 3 keep stablize, one end that hydraulic bjuffer 6 is contacted with wall, which is provided with, holds liquid medium
7 containers, the energy that liquid medium 7 is generated to absorb the displacement of concrete column 3.
Further, for concrete column 3 when sliding, rigid ball 1 does not carry active force, to avoid rigid in the present embodiment
Property ball 1 to structure generate stress concentrate, destroy structure.
Further, rigid ball 1 described in the present embodiment selects the great steel material of rigidity or other kinds of rigidity
Great material, and the rigid ball 1 of the material is under load action will not deform or change the shape of rigid ball.
Further, it is arranged between basic 2 upper sides at the bottom groove surrounding of the concrete column 3 in the present embodiment
Have and rubs and to reduce convenient for the flexible non-adherent material 8, Neng Gouyou of opposite sliding occurs between concrete column 3 and basis 2
Effect prevents the run-off the straight when receiving energy impact of concrete column 3, the flexibility non-adherent material 8 preferably high-performance rubber pad
Piece.
Further, the liquid medium 7 in the present embodiment selects the hydraulic oil that will not be solidified at low ambient temperatures.
Further, the upper end of the rigid ball 1 in the present embodiment is in contact with the inner wall of 3 groove of concrete column.
Further, the thickness of the first steel plate 4 and the second steel plate 5 described in the present embodiment needs to meet wanting for bearing capacity
It asks, will not destroy or be deformed under various effects.
When the present embodiment is in use, it is placing basis 2 and then is being placed in rigid ball 1 in the groove among basis 2,
The surrounding of groove is placed into flexible non-adherent material 8 again, and concrete column 3 will be placed right above the groove among basis 2, makes to mix
It is contacted at the bottom surrounding of solidifying earth pillar 3 with flexible non-adherent material 8, after placement, hydraulic bjuffer 6 is installed, by strong
When violent shock moves, since the frictional force between concrete column 3 and flexible non-adherent material 8 is minimum, concrete column 3 will not run-off the straight
But it moves in the horizontal plane, generation when hydraulic bjuffer 6 absorbs the movement of concrete column 3 by compressing and stretching when mobile
Energy and make concrete column 3 keep stablize.
Claims (5)
1. a kind of runback bit architecture for assembly concrete frame structure, it is characterised in that its main structure includes: rigidity
Ball, basis, concrete column, the first steel plate, the second steel plate, hydraulic bjuffer and liquid medium, basis are the rectangular of upper end opening
Body structure, Qi Sibi and bottom are concrete material, and basic bottom upper side middle is provided with the groove of semielliptical shape,
It is placed with rigid ball in groove, the concrete column to play a supportive role is provided with right above basic bottom middle, it is described
The bottom middle of concrete column is provided with the groove of semielliptical shape, and the groove is identical as the groove shapes of foundation bottom, mixes
It is provided with the first steel plate at the side lower end of solidifying earth pillar, the second steel plate is wrapped in basic inner sidewall and bottom, in concrete
A hydraulic bjuffer is respectively arranged on four sides of column, one end of hydraulic bjuffer is fixed on the first of concrete column side wall
On steel plate, the other end of hydraulic bjuffer is fixed on the second steel plate of basic inner sidewall, and hydraulic bjuffer can be with coagulation
The movement of earth pillar and extend or compress, one end that hydraulic bjuffer is contacted with wall, which is provided with, holds liquid medium container.
2. a kind of runback bit architecture for assembly concrete frame structure according to claim 1, it is characterised in that
Rigid ball selects the great steel material of rigidity.
3. a kind of runback bit architecture for assembly concrete frame structure according to claim 1, it is characterised in that
It is provided between basic upper side at the bottom groove surrounding of concrete column and rubs and to reduce convenient for concrete column and base
The flexible non-adherent material of opposite sliding occurs between plinth.
4. a kind of runback bit architecture for assembly concrete frame structure according to claim 1, it is characterised in that
Liquid medium selects the hydraulic oil that will not be solidified at low ambient temperatures.
5. a kind of runback bit architecture for assembly concrete frame structure according to claim 1, it is characterised in that
The upper end of rigid ball is in contact with the inner wall of concrete column groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820398462.7U CN208346999U (en) | 2018-03-23 | 2018-03-23 | A kind of runback bit architecture for assembly concrete frame structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820398462.7U CN208346999U (en) | 2018-03-23 | 2018-03-23 | A kind of runback bit architecture for assembly concrete frame structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208346999U true CN208346999U (en) | 2019-01-08 |
Family
ID=64885349
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820398462.7U Expired - Fee Related CN208346999U (en) | 2018-03-23 | 2018-03-23 | A kind of runback bit architecture for assembly concrete frame structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208346999U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112195762A (en) * | 2020-09-23 | 2021-01-08 | 同济大学 | Compound friction pendulum shock insulation support based on hydraulic damper |
| CN113338434A (en) * | 2021-06-17 | 2021-09-03 | 西安建筑科技大学 | Assembled energy-consumption self-resetting column base structure and upright column connecting node |
-
2018
- 2018-03-23 CN CN201820398462.7U patent/CN208346999U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112195762A (en) * | 2020-09-23 | 2021-01-08 | 同济大学 | Compound friction pendulum shock insulation support based on hydraulic damper |
| CN113338434A (en) * | 2021-06-17 | 2021-09-03 | 西安建筑科技大学 | Assembled energy-consumption self-resetting column base structure and upright column connecting node |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101775840B (en) | Beam column node suitable for quadrate steel pipe column | |
| CN104032847B (en) | A kind of compounded shock isolating pedestal based on displacement control | |
| CN208346999U (en) | A kind of runback bit architecture for assembly concrete frame structure | |
| CN204510510U (en) | Multidimensional vibration absorption and isolation support | |
| CN204919583U (en) | Cushion cap formula shock insulation pile foundation | |
| CN207121815U (en) | A kind of damping bearing of highway bridge | |
| CN104315079A (en) | Three-way shock insulation pedestal with spring damp guide rod device | |
| CN202031196U (en) | Anti-seismic building structure | |
| CN204226542U (en) | Comprise the three-dimensional shock isolation pedestal of spring damping guide rod device | |
| CN202577590U (en) | Five-dimensional shock-absorbing support seat | |
| CN103088906B (en) | Bearing type coal bucket shock adsorption structure for improving anti-seismic property of heat-engine plant main power house | |
| CN202466859U (en) | Structural seam with functions of sliding and shock absorbing | |
| CN201915418U (en) | Flexible connecting structure between cushion cap and pile | |
| CN102031789A (en) | Flexible connecting structure for bearing platform and pile | |
| CN202830902U (en) | Shock mitigation system of offshore platform | |
| CN204000914U (en) | A kind of composite foundation base | |
| CN202047352U (en) | Shock-absorbing elastic-plastic damper for bridge | |
| CN203569581U (en) | Anti-skidding and anti-seismic building pile | |
| CN106245783B (en) | A kind of compounded shock isolating pedestal can provide three-dimensional energy-consumption | |
| CN202577646U (en) | Building anti-seismic device | |
| CN207597235U (en) | A kind of cable-stayed type bridge earthquake resistance component | |
| CN215166769U (en) | Building shockproof stable structure | |
| CN206941367U (en) | A kind of damping spring seismic isolation device for being used to limit bridge lateral displacement | |
| CN103572853A (en) | Ocean platform shock mitigation system | |
| CN106930311B (en) | Assembled building anti-seismic foundation and building |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190108 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |