CN207686019U - A kind of assembled architecture shock-damping structure - Google Patents
A kind of assembled architecture shock-damping structure Download PDFInfo
- Publication number
- CN207686019U CN207686019U CN201721676391.4U CN201721676391U CN207686019U CN 207686019 U CN207686019 U CN 207686019U CN 201721676391 U CN201721676391 U CN 201721676391U CN 207686019 U CN207686019 U CN 207686019U
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- China
- Prior art keywords
- connecting plate
- connector
- welded
- damper
- damping
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Abstract
The utility model discloses a kind of assembled architecture shock-damping structures,A kind of assembled architecture shock-damping structure,Including the first connector,It is plugged with main steel frame at the top of first connector,The lateral wall of the main steel frame slidably connects sliding bar,The bottom of the sliding bar is plugged with shaft,The outer wall of the shaft is socketed with snap-gauge,The bottom of the snap-gauge is welded with clamping plate,The bottom of the clamping plate is welded with the first connecting plate,The bottom riveting of first connecting plate has damper,The bottom of the damper is installed with the second connecting plate,The bottom of second connecting plate is welded with elastic gusset,The bottom of the elasticity gusset is socketed with rubber pad,The bottom of the rubber pad is plugged with damping crossbeam,The bottom of the damping crossbeam is welded with the second connector,The utility model improves the safety of assembled architecture by the connector between multiple connecting walls and main steel frame,The case where avoiding the occurrence of cracking.
Description
Technical field
The utility model is related to build cushion technique field, specially a kind of assembled architecture shock-damping structure.
Background technology
Assembled architecture has construction speed fast, builds small advantage affected by environment, but assembled architecture is by coagulation
Cob wall plate splices with main body steelframe, and therefore, the seam crossing of precast concrete wall panel and main body steelframe is to ensure that assembled architecture is strong
The significant points of degree, for assembled architecture in the case where the external force shock conditions such as earthquake occur, vibrations are transmitted to main body steelframe by ground, main
Body steelframe shakes therewith, and wallboard vibration amplitude is usually less than steelframe vibration amplitude, therefore main body steelframe is caused to be connect with wallboard
Place's cracking, reduces the safety of assembled architecture, is based on problem above, we provide a kind of assembled architecture shock-damping structure.
Utility model content
The purpose of this utility model is to provide a kind of assembled architecture shock-damping structures, to solve to carry in above-mentioned background technology
The problem of going out.
To achieve the above object, the utility model provides the following technical solutions：A kind of assembled architecture shock-damping structure, including
First connector, elastic steel mesh is fixedly connected at the top of first connector inner cavity, and the top of first connector is inserted
It is connected to main steel frame, and main steel frame runs through spring steel plate, the inner cavity of the main steel frame offers sliding slot, the lateral wall of the main steel frame
Sliding bar is slidably connected, the bottom of the sliding bar is plugged with shaft, and the outer wall of the shaft is socketed with snap-gauge, the snap-gauge
Bottom be welded with clamping plate, riser is welded at the center at the top of the clamping plate, the bottom of the clamping plate is welded with the first connection
Plate, the inner cavity of first connecting plate are fixedly connected with rubber tube, and the inner cavity of the rubber tube is welded with damping spring, and described
The bottom riveting of one connecting plate has damper, the inner cavity of the damper to be plugged with damper of ultra-high tension, the damper of ultra-high tension
Reinforced hole is offered at lumen centers, the bottom of the damper is installed with the second connecting plate, and the first connecting plate and
The internal structure of two connecting plates is identical, first connecting plate and the second connecting plate about damper center in symmetrical above and below,
The bottom of second connecting plate is welded with elastic gusset, and the bottom of the elasticity gusset is socketed with rubber pad, the rubber pad
Bottom be plugged with damping crossbeam, the bottom of the damping crossbeam is welded with the second connector, the bottom of second connector
It is fixedly connected with wallboard, and wallboard extends to the outside of the first connector.
Preferably, the number of the riser is at least 4, and riser is sheet parallel construction.
Preferably, the inside of the reinforced hole is installed with carbon-fiber reinforced plastic column.
Compared with prior art, the utility model has the beneficial effects that：The utility model is pacified between main steel frame and wallboard
Load fitting, and the safety of assembled architecture is improved by the connector between multiple connecting walls and main steel frame, it avoids out
The case where now cracking, while the utility model is also provided with damping piece and damping spring, makes damping spring when vibrations, to
Lower movement, pressurize damping piece, achievees the purpose that damping.
Description of the drawings
FIG. 1 is a schematic structural view of the utility model.
In figure：1, the first connector, 2, elastic steel mesh, 3, main steel frame, 301, sliding slot, 4, sliding bar, 5, snap-gauge, 6, folder
Plate, 7, shaft, 8, riser, the 9, first connecting plate, 10, rubber tube, 11, damping spring, 12, damper, 1201, rubber damping
Part, 1202, reinforced hole, 13, elastic gusset, 14, rubber pad, 15, damping crossbeam, the 16, second connector, 17, wallboard, 18, the
Two connecting plates, 19, sliding cavity.
Specific implementation mode
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
The every other embodiment obtained, shall fall within the protection scope of the present invention.
Referring to Fig. 1, the utility model provides a kind of technical solution：A kind of assembled architecture shock-damping structure, including first
Connector 1, elastic steel mesh 2 is fixedly connected at the top of 1 inner cavity of the first connector, and the elasticity steel mesh 2 can absorb one
Fixed kinetic energy reduces friction, and the top of first connector 1 is plugged with main steel frame 3, and main steel frame 3 runs through spring steel plate 2,
The inner cavity of the main steel frame 3 offers sliding slot 301, and the lateral wall of the main steel frame 3 slidably connects sliding bar 4, the sliding
The bottom of bar 4 is plugged with shaft 7, and the outer wall of the shaft 7 is socketed with snap-gauge 5, and the bottom of the snap-gauge 5 is welded with clamping plate 6, institute
It states and is welded with riser 8 at the center at 6 top of clamping plate, the bottom of the clamping plate 6 is welded with the first connecting plate 9, first connection
The inner cavity of plate 9 is fixedly connected with rubber tube 10, and the inner cavity of the rubber tube 10 is welded with damping spring 11, first connecting plate
9 bottom riveting has damper 12, the inner cavity of the damper 12 to be plugged with damper of ultra-high tension 1201, the damper of ultra-high tension
Reinforced hole 1202 is offered at 1201 lumen centers, the bottom of the damper 12 is installed with the second connecting plate 18, and
First connecting plate 9 is identical with the internal structure of the second connecting plate 18, and first connecting plate, 9 and second connecting plate 18 is about damping
The center of device 12 is in symmetrical above and below, and the bottom of second connecting plate 18 is welded with elastic gusset 13, the elasticity gusset 13
Bottom is socketed with rubber pad 14, and the bottom of the rubber pad 14 is plugged with damping crossbeam 15, the bottom weldering of the damping crossbeam 15
It is connected to the second connector 16, the bottom of second connector 16 is fixedly connected with wallboard 17, and wallboard 17 extends to the first connection
The outside of part 1.
Specifically, in order to it is better, uniformly propagate seismaesthesia, the number of the riser 8 is at least 4, and riser 8 is
Sheet parallel construction.
Specifically, in order to enhance the damping effect of damper 12, the inside of the reinforced hole 1202 is installed with carbon
Fiber composite plastic column.
Operation principle：The main steel frame 3 and wallboard 17 are all mounted in the inner cavity of the first connector 1, are pressed when being given a shock
When power, sliding bar 4 makes snap-gauge 5 move downward by 301 slide downward of sliding slot, and energy is passed to by clamping plate 6 and riser 8
First connecting plate 9, while the power of bottom is applied to again by wallboard 17 on the second connector 16, and then pass through rubber pad 14
It passes on the second connecting plate 18, then collective effect is on damper 12 on the first connecting plate 9 and the second connecting plate 18, damper
12 absorb energy, and kinetic energy is converted potential energy, achievees the effect that damping.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is appreciated that can these embodiments be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (3)
1. a kind of assembled architecture shock-damping structure, including the first connector (1) and sliding cavity (19), it is characterised in that：The company
The inner cavity of fitting (1) is installed with sliding cavity (19), and the upper surface middle part insertion installation of first connector (1) is flexible
Steel mesh (2) is plugged with main steel frame (3) at the top of first connector (1), and main steel frame (3) runs through elastic steel mesh (2), institute
It states and offers sliding slot (301) at left and right sides of the lateral wall of main steel frame (3), the lateral wall of the main steel frame (3) slidably connects cunning
The bottom of lever (4), the sliding bar (4) is plugged with shaft (7) across sliding cavity (19), and peace is fixed in the rear end of shaft (7)
Loaded on sliding cavity (19) rear wall lower end, the outer wall of the shaft (7) is socketed with snap-gauge (5), and the bottom of the snap-gauge (5) is welded with
Clamping plate (6), and clamping plate (6) insertion is installed in the first connector (1), and riser is welded at the center at the top of the clamping plate (6)
(8), the bottom of the clamping plate (6) is welded with the first connecting plate (9), and the inner cavity of first connecting plate (9) is fixedly connected with rubber
The inner cavity of sebific duct (10), the rubber tube (10) is welded with damping spring (11), and the bottom riveting of first connecting plate (9) has
The inner cavity of damper (12), the damper (12) is plugged with damper of ultra-high tension (1201), the damper of ultra-high tension (1201)
Reinforced hole (1202) is offered at lumen centers, the bottom of the damper (12) is installed with the second connecting plate (18), and
First connecting plate (9) is identical with the internal structure of the second connecting plate (18), first connecting plate (9) and the second connecting plate (18)
Center about damper (12) is in symmetrical above and below, and the bottom of second connecting plate (18) is welded with elastic gusset (13), institute
The bottom for stating elastic gusset (13) is socketed with rubber pad (14), and the bottom of the rubber pad (14) is plugged with damping crossbeam (15),
The bottom of the damping crossbeam (15) is welded with the second connector (16), and the bottom of second connector (16) is fixedly connected with wall
Plate (17), and wallboard (17) extends to the outside of the first connector (1).
2. a kind of assembled architecture shock-damping structure according to claim 1, it is characterised in that：The number of the riser (8)
At least 4, and riser (8) is sheet parallel construction.
3. a kind of assembled architecture shock-damping structure according to claim 1, it is characterised in that：The reinforced hole (1202)
Inside is installed with carbon-fiber reinforced plastic column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721676391.4U CN207686019U (en) | 2017-12-06 | 2017-12-06 | A kind of assembled architecture shock-damping structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721676391.4U CN207686019U (en) | 2017-12-06 | 2017-12-06 | A kind of assembled architecture shock-damping structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207686019U true CN207686019U (en) | 2018-08-03 |
Family
ID=62996544
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721676391.4U Expired - Fee Related CN207686019U (en) | 2017-12-06 | 2017-12-06 | A kind of assembled architecture shock-damping structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207686019U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110219383A (en) * | 2019-05-22 | 2019-09-10 | 南京天华江南建筑设计有限公司 | A kind of assembled architecture shock-damping structure |
| CN110616799A (en) * | 2019-08-26 | 2019-12-27 | 广东建宇建筑科技有限公司 | Novel prefabricated bracket post |
| CN110745320A (en) * | 2019-10-08 | 2020-02-04 | 安徽大松自动化科技有限公司 | Full-automatic vertical quantitative packaging machine |
| CN111519768A (en) * | 2020-04-29 | 2020-08-11 | 中国一冶集团有限公司 | Assembled building shock-absorbing structure |
| CN112031198A (en) * | 2020-09-07 | 2020-12-04 | 杨能 | Assembled building shock-absorbing structure |
| CN113356372A (en) * | 2021-06-02 | 2021-09-07 | 王小琴 | Right-angle connecting piece for assembly type building |
| WO2024033687A1 (en) * | 2022-08-12 | 2024-02-15 | Universidad Católica De La Santísima Concepción | Energy dissipator for tractive loads |
-
2017
- 2017-12-06 CN CN201721676391.4U patent/CN207686019U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110219383A (en) * | 2019-05-22 | 2019-09-10 | 南京天华江南建筑设计有限公司 | A kind of assembled architecture shock-damping structure |
| CN110616799A (en) * | 2019-08-26 | 2019-12-27 | 广东建宇建筑科技有限公司 | Novel prefabricated bracket post |
| CN110616799B (en) * | 2019-08-26 | 2021-08-06 | 广东建宇建筑科技有限公司 | Novel prefabricated bracket post |
| CN110745320A (en) * | 2019-10-08 | 2020-02-04 | 安徽大松自动化科技有限公司 | Full-automatic vertical quantitative packaging machine |
| CN111519768A (en) * | 2020-04-29 | 2020-08-11 | 中国一冶集团有限公司 | Assembled building shock-absorbing structure |
| CN112031198A (en) * | 2020-09-07 | 2020-12-04 | 杨能 | Assembled building shock-absorbing structure |
| CN113356372A (en) * | 2021-06-02 | 2021-09-07 | 王小琴 | Right-angle connecting piece for assembly type building |
| CN113356372B (en) * | 2021-06-02 | 2022-11-04 | 新疆昌吉建设(集团)有限责任公司 | Right-angle connecting piece for assembly type building |
| WO2024033687A1 (en) * | 2022-08-12 | 2024-02-15 | Universidad Católica De La Santísima Concepción | Energy dissipator for tractive loads |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20181122 Address after: 517499 S3 Block A, Biantangwei District, East Ring Road, Linjiang Town, Zijin County, Heyuan City, Guangdong Province Patentee after: Guangdong Weile Housing Technology Co., Ltd. Address before: 517000 Block A of S3 in Biantangwei District, East Ring Road, Linjiang Town, Jiangdong New District, Heyuan City, Guangdong Province Patentee before: Heyuan guest Assembly Building Co., Ltd. |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180803 Termination date: 20191206 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |