CN206707048U - A kind of prefabricated damping device of assembled architecture - Google Patents
A kind of prefabricated damping device of assembled architecture Download PDFInfo
- Publication number
- CN206707048U CN206707048U CN201720504312.5U CN201720504312U CN206707048U CN 206707048 U CN206707048 U CN 206707048U CN 201720504312 U CN201720504312 U CN 201720504312U CN 206707048 U CN206707048 U CN 206707048U
- Authority
- CN
- China
- Prior art keywords
- damping
- pulling eye
- precast concrete
- assembled architecture
- bolt
- 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.)
- Active
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
A kind of prefabricated damping device of assembled architecture, it the utility model is related to Shock-proof for building technical field, including precast concrete, gim peg and viscid fluid damper, precast concrete is the pre-buried integral structure of reinforcing bar, gim peg includes keyhole and bolt plate, viscid fluid damper includes the upper pulling eye of damping, damper rod, damping cavity, spacing ring and the lower part of pulling eye five of damping, and the present apparatus conveniently pours pre-buried, has higher anti-seismic performance.
Description
Technical field
Shock-proof for building technical field is the utility model is related to, refers specifically to a kind of assembled architecture with prefabricated damping device.
Background technology
Assembled architecture refers to the building formed with prefabricated component in assemble in site.The advantages of this building is to build speed
Degree is fast, and climate conditionality is small, saves labour and can improve construction quality.Everyone by can oneself hobby design
The house of oneself is built, wall can be dismantled repeatedly, and can reuse will not produce building waste due to demolishing walls.Because
These advantages of assembled architecture, are extensively liked recent years by masses.But can not be ignored be assembled architecture shock resistance
Can be poor, therefore it is significant to research and develop a kind of assembled architecture damping device.Damping is to utilize special damping structure
Part or device, it is to take the lead in entering plastic zone to be allowed in macroseism, produces big damping, energy of a large amount of consumption into structural system.Cause
For the poor seismic behavior of assembled architecture, therefore it is significant to research and develop a kind of assembled architecture damping device.
The content of the invention
The utility model is directed to the problem of existing assembled architecture poor seismic behavior, proposes a kind of assembled architecture with prefabricated
Damping device.The present apparatus is previously prepared, high-strength portable, conveniently pours pre-buried, has higher anti-seismic performance.
The technical solution of the utility model is：A kind of prefabricated damping device of assembled architecture, including precast concrete,
Gim peg and viscid fluid damper, it is characterised in that：
The precast concrete is the pre-buried integral structure of reinforcing bar；
The gim peg includes keyhole and bolt plate, and the keyhole is fixedly installed on bolt plate, and the bolt plate is by bolt with mixing
Native prefabricated component is coagulated to be fixedly connected；
The viscid fluid damper includes the upper pulling eye of damping, damper rod, damping cavity, spacing ring and the lower pulling eye five of damping
Point, pulling eye and the lower pulling eye of damping are placed in inside damping cavity by bolt and the movable connection of keyhole, the damper rod in the damping,
The spacing ring is hanged tightly outside damping cavity.
The beneficial effects of the utility model：
1st, damping shock absorber is fixed to one structure and is connected to reinforced concrete version, poured and convenient construction in advance.
2nd, the use of viscid fluid damper is damping core component, to mitigate prefabricated component weight, there is higher shock resistance
Energy.
Brief description of the drawings
Fig. 1 is the overall structure diagram of the utility model product.
Fig. 2 is the utility model damper structure schematic diagram.
Embodiment
The utility model is described further according to Fig. 1 and Fig. 2.
A kind of prefabricated damping device of assembled architecture, including precast concrete 1, gim peg 2 and viscid fluid damping
Device 3, it is characterised in that：
The precast concrete 1 is the pre-buried integral structure of reinforcing bar；
The gim peg 2 includes keyhole 2-1 and bolt plate 2-2, and the keyhole 2-1 is fixedly installed on bolt plate 2-2, the bolt
Plate 2-2 is fixedly connected by bolt with precast concrete 1；
The viscid fluid damper 3 include the upper pulling eye 3-1 of damping, damper rod 3-2, damping cavity 3-3, spacing ring 3-4 and
The lower parts of pulling eye 3-5 five are damped, the pulling eye 3-1 and lower pulling eye 3-5 of damping is by bolt and the movable companies of keyhole 2-1 in the damping
Connect, the damper rod 3-2 is placed in inside damping cavity 3-3, and the spacing ring 3-4 is hanged tightly outside damping cavity 3-3.
Pour the detailed process of installation operation：Bolt plate 2-2 is installed first on precast concrete 1, is bolted,
After above and below gim peg 2 intersects 90 degree of fixations, suit under upper pulling eye 3-1 is damped in viscid fluid damper 3 and is damped
Pulling eye 3-5 angle, prevent that viscid fluid damper 3 is front and rear and moves left and right；Upper pulling eye 3-1 and resistance then will be damped by bolt
Pulling eye 3-5 is connected on bolt sky 2-1 under Buddhist nun, so that viscid fluid damper 3 is fixed on bolt plate 2-2, completes prefabricated component
Make.
The above of the present apparatus describes specific embodiment of the present utility model, this area by reference to Fig. 1 and Fig. 2
Technical staff is it will be appreciated that the utility model product is not limited to embodiment described above, without departing from essence of the present utility model
Various modifications may be made in the case of god, and the modification should be also included within the scope of the utility model.The utility model
Scope should be limited by appended claims and its equivalent.
Claims (1)
1. a kind of prefabricated damping device of assembled architecture, including precast concrete (1), gim peg (2) and the resistance of viscid fluid
Buddhist nun's device (3), it is characterised in that：
The precast concrete (1) is the pre-buried integral structure of reinforcing bar；
The gim peg (2) includes keyhole (2-1) and bolt plate (2-2), and the keyhole (2-1) is fixedly installed on bolt plate (2-2),
The bolt plate (2-2) is fixedly connected by bolt with precast concrete (1)；
The viscid fluid damper (3) includes the upper pulling eye (3-1) of damping, damper rod (3-2), damping cavity (3-3), spacing ring
(3-4) and the lower part of pulling eye (3-5) five is damped, pulling eye (3-1) and the lower pulling eye (3-5) of damping are by bolt and keyhole in the damping
(2-1) movable connection, the damper rod (3-2) are placed in damping cavity (3-3) inside, and the spacing ring (3-4) is outstanding tightly in damping
Chamber (3-3) is outside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720504312.5U CN206707048U (en) | 2017-05-09 | 2017-05-09 | A kind of prefabricated damping device of assembled architecture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720504312.5U CN206707048U (en) | 2017-05-09 | 2017-05-09 | A kind of prefabricated damping device of assembled architecture |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206707048U true CN206707048U (en) | 2017-12-05 |
Family
ID=60466542
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720504312.5U Active CN206707048U (en) | 2017-05-09 | 2017-05-09 | A kind of prefabricated damping device of assembled architecture |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206707048U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112727122A (en) * | 2020-12-31 | 2021-04-30 | 中铁三局集团建筑安装工程有限公司 | Construction method of energy dissipation and shock absorption structure of public building |
-
2017
- 2017-05-09 CN CN201720504312.5U patent/CN206707048U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112727122A (en) * | 2020-12-31 | 2021-04-30 | 中铁三局集团建筑安装工程有限公司 | Construction method of energy dissipation and shock absorption structure of public building |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201598776U (en) | FRP pipe sea sand concrete column | |
| CN206298991U (en) | A kind of reinforced energy-dissipating and shock-absorbing compound shear wall | |
| CN206707048U (en) | A kind of prefabricated damping device of assembled architecture | |
| CN103924737B (en) | End is without bonding variable strength reinforced column | |
| CN105649074B (en) | The squeezed concrete stiff composite pile of tubular pole and its construction method | |
| CN108086134A (en) | A kind of assembled hollow steel pipe constrains armored concrete pillar height pier | |
| CN205777063U (en) | A kind of shear wall slab for multilamellar, high level or high-rise building | |
| CN204286919U (en) | A kind of stacked shear model box of novel test soil-pile dynamic interaction | |
| CN102535640A (en) | Multidirectional rotation structure node for reinforced concrete column and construction method for multidirectional rotation structure node | |
| CN209397830U (en) | A kind of prefabricated superposed column of ultra-high performance concrete combination | |
| CN204983246U (en) | Hollow shear wall structure of close post of assembled | |
| CN206418763U (en) | A kind of Combined type building template | |
| CN205576872U (en) | Tower water inlet structure of power station bank convenient to construction | |
| CN206267358U (en) | A kind of built-in girder steel shear wall | |
| CN205530681U (en) | Close rib composite wall panel structure system of bevel | |
| CN204898711U (en) | Assembled retaining wall | |
| CN202509685U (en) | Steel skeleton concrete hybrid structure of high-density polyethylene (HDPE) pipe | |
| CN206220298U (en) | Built-in steel column in section is poured after a kind of steel shear structure | |
| CN204662697U (en) | A kind of novel light shear wall | |
| CN206917012U (en) | Assembly concrete lining structural assembly | |
| CN111622237A (en) | Geotechnical engineering slope reinforcement device and method | |
| CN209443663U (en) | A kind of Reactive Powder Concrete packaging type reinforcing bar regeneration concrete combination column | |
| CN204753932U (en) | Can assemble into floor that ceiling takes shape | |
| CN104005517B (en) | Enhanced type post and the practice bottom Concrete-Filled Square Steel Tube built-in round steel pipe regeneration concrete | |
| CN204876193U (en) | Precast reinforced concrete shear force wall wallboard |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |