CN208899683U - A kind of assembled architecture shock-damping structure - Google Patents
A kind of assembled architecture shock-damping structure Download PDFInfo
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- CN208899683U CN208899683U CN201821689001.1U CN201821689001U CN208899683U CN 208899683 U CN208899683 U CN 208899683U CN 201821689001 U CN201821689001 U CN 201821689001U CN 208899683 U CN208899683 U CN 208899683U
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- receiving sheet
- damping
- connector
- damper
- anchor head
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Abstract
The utility model discloses a kind of assembled architecture shock-damping structures, including concrete prefabricated board wall and connector, the top of connector is equipped with top receiving sheet, the opposite side of top receiving sheet is equipped with lower part receiving sheet, the middle position of lower part receiving sheet and top receiving sheet is equipped with damping girder steel, damping girder steel is made of main body steelframe and damper of ultra-high tension, damper of ultra-high tension is filled in main body steelframe, concrete prefabricated board wall is respectively arranged at the end of top receiving sheet and lower part receiving sheet, and the inside of top receiving sheet and lower part receiving sheet is equipped with the horizontal damper rod of several parallel interval arrangements, with being able to maintain prefabricated panel Dynamic link library, it is effective against longitudinal direction and transverse vibration, the advantages of improving the anti-seismic performance of assembled architecture.
Description
Technical field
The utility model relates to shock-damping structure technical fields, are especially a kind of assembled architecture shock-damping structure.
Background technique
Assembled architecture is exactly some or all of to build component to be prefabricated in the factory completion, is then transported to construction site,
The building that component is assembled by reliable connection type, referred to as prefabrication.With modern industrial technology
Development, building house can be manufactured in batch completely as machine production.As long as prefabricated house component is transported to work
Ground assemble up just at.
It is found by retrieval, the utility model of patent No. CN205976051U discloses a kind of assembled architecture damping knot
Structure, including, concrete panel and main body steelframe.It further include damping girder steel；The concrete panel passes through the first connector and institute
The connection of damping girder steel is stated, the damping girder steel is connect by the second connector with main body steelframe.The assembled of the utility model is built
Shock-damping structure is built, by the way that damping girder steel is arranged between concrete panel and main body steelframe, so that concrete panel and main body steel
Can carry out miniature deformation between frame, the vibration weakened between main body steelframe and concrete panel is transmitted, guarantee concrete panel with
Connection between main body steelframe is not shaken by external force and is cracked.
However, the analysis found that, existing assembled architecture shock-damping structure has the following disadvantages；Lack for laterally shake
Dynamic reply means cause anti-seismic performance to be unable to reach construction safety in actual use expected.
Utility model content
Therefore, in order to solve above-mentioned deficiency, the utility model provides a kind of assembled architecture shock-damping structure herein, has energy
Prefabricated panel Dynamic link library is kept, the advantages of being effective against longitudinal direction and transverse vibration, improve the anti-seismic performance of assembled architecture.
The utility model is realized in this way constructing a kind of assembled architecture shock-damping structure, including concrete prefabricated board wall
Body and connector, the top of connector are equipped with top receiving sheet, and the opposite side of top receiving sheet is equipped with lower part receiving sheet, and lower part is accepted
The middle position of piece and top receiving sheet is equipped with damping girder steel, and damping girder steel is made of main body steelframe and damper of ultra-high tension, rubber
Damping piece is filled in main body steelframe, and concrete prefabricated board wall is respectively arranged at top receiving sheet and lower part receiving sheet
End, and the inside of top receiving sheet and lower part receiving sheet is equipped with the horizontal damper rod of several parallel interval arrangements, horizontal resistance
Damping material is filled with inside Buddhist nun's bar, and the side of horizontal damper rod is equipped with main body anchor head, the opposite side of main body anchor head is equipped with push rod
Anchor head, the side of push rod anchor head are equipped with push rod, and push rod insertion is set in horizontal damper rod, and is connected with horizontal damper rod activity
It connects, main body anchor head is fixed by bolts in the side of connector, and push rod anchor head is fixed by bolts in the opposite side of main body anchor head, horizontal
Damper rod is set through concrete prefabricated board wall, and is fixedly connected with concrete prefabricated board wall, the side of connector is equipped with mixed
Solidifying soil sand pulp layer.
Further, the inside of damper of ultra-high tension is equipped with fibre reinforced composite plastic stock column, fibre reinforced composite plastic
Column insertion is set in damper of ultra-high tension, and fixation is bonded with damper of ultra-high tension.Pass through the damper of ultra-high tension and carbon fiber of setting
Enhance composite plastic stock column, makes to be vertically arranged at the damping girder steel in connector and resist longitudinal vibration.
Further, the junction of concrete prefabricated board wall and connector has certain gap.Pass through setting
Connector, has multiple horizontal damper rods in connector, and horizontal damper rod and concrete prefabricated board wall pass through concrete sand
Slurry is fixedly connected, and is fixed on connector side using main body anchor head, and push rod anchor head is fixed on main body anchor head opposite side, and push rod is embedding
Enter and be set in horizontal damper rod, and is flexibly connected with horizontal damper rod, the convergence part of concrete prefabricated board wall and connector
Position has certain gap, forms Dynamic link library relationship, this kind of structure is enable effectively to resist transverse vibration impact.
Further, damping material is specially acrylate damping material, and the damped coefficient of horizontal damper rod is 190N/m.
Reducing transverse vibration impact by the horizontal damper rod of setting influences, and improves structural strength and stability.
The utility model provides a kind of assembled architecture shock-damping structure by improving herein, with existing assembled architecture damping
Structure is compared, and is had the advantages that with prefabricated panel Dynamic link library is able to maintain, is effective against longitudinal direction and transverse vibration, is improved
The advantages of anti-seismic performance of assembled architecture, embodies are as follows:
Advantage 1: the inside of damper of ultra-high tension is equipped with fibre reinforced composite plastic stock column, and fibre reinforced composite plastic stock column is embedding
Enter to be set in damper of ultra-high tension, and is bonded fixation with damper of ultra-high tension.Pass through the damper of ultra-high tension and fibre reinforced of setting
Composite plastic stock column makes to be vertically arranged at the damping girder steel in connector and resists longitudinal vibration.
Advantage 2: the junction of concrete prefabricated board wall and connector has certain gap.Pass through the connection of setting
It is solid by concrete mortar to have multiple horizontal damper rods, horizontal damper rod and concrete prefabricated board wall in connector for part
Fixed connection, and connector side is fixed on using main body anchor head, and push rod anchor head is fixed on main body anchor head opposite side, push rod insertion is set
It is placed in horizontal damper rod, and is flexibly connected with horizontal damper rod, the junction tool of concrete prefabricated board wall and connector
Standby certain gap, forms Dynamic link library relationship, this kind of structure is enable effectively to resist transverse vibration impact.
Detailed description of the invention
Fig. 1 is a kind of assembled architecture shock-damping structure schematic diagram of the utility model；
Fig. 2 is a kind of partial sectional view of assembled architecture shock-damping structure of the utility model；
Fig. 3 is a kind of damper rod cross-sectional view of assembled architecture shock-damping structure of the utility model；
Fig. 4 is a kind of damping girder steel partial structural diagram of assembled architecture shock-damping structure of the utility model.
Serial number as shown in the figure: concrete prefabricated board wall 1, connector 2, horizontal damper rod 3, top receiving sheet 4, concrete
Screed 5, lower part receiving sheet 6, damping girder steel 7, main body steelframe 8, damper of ultra-high tension 9, fibre reinforced composite plastic stock column 10, master
Body anchor head 11, acrylate damping material 12, push rod 13 and push rod anchor head 14.
Specific embodiment
The utility model is described in detail below in conjunction with attached drawing 1- Fig. 4, to the skill in the utility model embodiment
Art scheme is clearly and completely described, it is clear that and the described embodiments are only a part of the embodiments of the utility model, and
The embodiment being not all of.Based on the embodiments of the present invention, those of ordinary skill in the art are not making creativeness
Every other embodiment obtained, fall within the protection scope of the utility model under the premise of labour；In addition, term " first ",
" second ", " third " " upper and lower, left and right " etc. are used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance.
Meanwhile in the description of the present invention, unless otherwise clearly defined and limited, term " connected ", " connection " should do broad sense
Understand, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected；It can be mechanical connection, it can also
To be to be electrically connected；It can be directly connected, it can also be indirectly connected through an intermediary.For the ordinary skill people of this field
For member, the concrete meaning of above-mentioned term in the present invention can be understood with concrete condition.
The utility model provides a kind of assembled architecture shock-damping structure by improving herein, as Figure 1-Figure 4, can be by
It is practiced according to such as under type；Including concrete prefabricated board wall 1 and connector 2, the top of connector 2 is equipped with top receiving sheet
4, the opposite side of top receiving sheet 4 is equipped with lower part receiving sheet 6, and the middle position of lower part receiving sheet 6 and top receiving sheet 4 is equipped with damping
Girder steel 7, damping girder steel 7 are made of main body steelframe 8 and damper of ultra-high tension 9, and damper of ultra-high tension 9 is filled in main body steelframe 8,
Concrete prefabricated board wall 1 is respectively arranged at the end of top receiving sheet 4 and lower part receiving sheet 6, and top receiving sheet 4 and lower part
The inside of receiving sheet 6 is equipped with the horizontal damper rod 3 of several parallel interval arrangements, is filled with damping material inside horizontal damper rod 3
Material 12, and the side of horizontal damper rod 3 is equipped with main body anchor head 11, the opposite side of main body anchor head 11 is equipped with push rod anchor head 14, push rod anchor
First 14 side is equipped with push rod 13, and the insertion of push rod 13 is set in horizontal damper rod 3, and is flexibly connected with horizontal damper rod 3, main
Body anchor head 11 is fixed by bolts in the side of connector 2, and push rod anchor head 14 is fixed by bolts in the opposite side of main body anchor head 11,
Horizontal damper rod 3 runs through concrete prefabricated board wall 1, and is fixedly connected with concrete prefabricated board wall 1, the side of connector 2
Equipped with concrete sand pulp layer 5.
Further, the inside of damper of ultra-high tension 9 is equipped with fibre reinforced composite plastic stock column 10, fibre reinforced composite plastic
The insertion of stock column 10 is set in damper of ultra-high tension 9, and is bonded fixation with damper of ultra-high tension 9.Pass through 9 He of damper of ultra-high tension of setting
Fibre reinforced composite plastic stock column 10 makes the damping girder steel 7 being vertically arranged in connector 2 resist longitudinal vibration.
Further, the junction of concrete prefabricated board wall 1 and connector 2 has certain gap.Pass through setting
Connector 2, have multiple horizontal damper rods 3 in connector 2, horizontal damper rod 3 passes through mixed with concrete prefabricated board wall 1
Solidifying soil sand slurry is fixedly connected, and is fixed on 2 side of connector using main body anchor head 11, and push rod anchor head 14 is fixed on main body anchor head
11 opposite sides, the insertion of push rod 13 is set in horizontal damper rod 3, and is flexibly connected with horizontal damper rod 3, concrete prefabricated board wall
1 has certain gap with the junction of connector 2, forms Dynamic link library relationship, this kind of structure is enable effectively to resist cross
To jerk.
Further, damping material 12 is specially acrylate damping material, and the damped coefficient of horizontal damper rod 3 is
190N/m.Reducing transverse vibration impact by the horizontal damper rod 3 of setting influences, and improves structural strength and stability.
The working principle of this kind of assembled architecture shock-damping structure: this kind of assembled architecture shock-damping structure includes that concrete is pre-
Making sheet wall 1 and connector 2, concrete prefabricated board wall 1 is respectively arranged at the top receiving sheet 4 of connector 2 and lower part is accepted
The end of piece 6, the damping girder steel 7 on connector 2 are made of main body steelframe 8 and damper of ultra-high tension 9, are hindered by the rubber of setting
Damping member 9 and fibre reinforced composite plastic stock column 10, make the damping girder steel 7 being vertically arranged in connector 2 resist longitudinal vibration, and
Running through in concrete prefabricated board wall 1 has the horizontal damper rod 3 of multiple groups, and is fixed on 2 side of connector using main body anchor head 11,
And push rod anchor head 14 is fixed on 11 opposite side of main body anchor head, the insertion of push rod 13 is set in horizontal damper rod 3, and with horizontal damper rod
3 are flexibly connected, and the junction of concrete prefabricated board wall 1 and connector 2 has certain gap, form Dynamic link library and close
System enables this kind of structure effectively to resist transverse vibration impact, solves in the prior art about shortage for transverse vibration
Reply means cause anti-seismic performance to be unable to reach the expected problem of construction safety in actual use.
In summary；Assembled architecture shock-damping structure described in the utility model, with existing assembled architecture shock-damping structure phase
Than having and being able to maintain prefabricated panel Dynamic link library, be effective against longitudinal direction and transverse vibration, improve the anti-seismic performance of assembled architecture
The advantages of.
The foregoing description of the disclosed embodiments can be realized professional and technical personnel in the field or using originally practical new
Type.Various modifications to these embodiments will be readily apparent to those skilled in the art, and determine herein
The General Principle of justice can be realized in other embodiments without departing from the spirit or scope of the present utility model.Cause
This, the present invention will not be limited to the embodiments shown herein, and is to fit to and principles disclosed herein
The widest scope consistent with features of novelty.
Claims (4)
1. a kind of assembled architecture shock-damping structure, including concrete prefabricated board wall (1) and connector (2), it is characterised in that: institute
The top for stating connector (2) is equipped with top receiving sheet (4), and the opposite side of the top receiving sheet (4) is equipped with lower part receiving sheet (6),
The middle position of the lower part receiving sheet (6) and top receiving sheet (4) is equipped with damping girder steel (7), and the damping girder steel (7) is by leading
Body steelframe (8) and damper of ultra-high tension (9) are constituted, and the damper of ultra-high tension (9) is filled in main body steelframe (8), described mixed
Solidifying soil prefabricated wall body (1) is respectively arranged at the end of top receiving sheet (4) and lower part receiving sheet (6), and the top is accepted
The inside of piece (4) and lower part receiving sheet (6) is equipped with the horizontal damper rod (3) of several parallel interval arrangements, the horizontal damping
Damping material (12) are filled with inside bar (3), and the side of the horizontal damper rod (3) is equipped with main body anchor head (11), the master
The opposite side of body anchor head (11) is equipped with push rod anchor head (14), and the side of the push rod anchor head (14) is equipped with push rod (13), the push rod
(13) insertion is set in horizontal damper rod (3), and is flexibly connected with horizontal damper rod (3), and the main body anchor head (11) passes through
Bolt is fixed on the side of connector (2), and the push rod anchor head (14) is fixed by bolts in the opposite side of main body anchor head (11), institute
Horizontal damper rod (3) are stated through concrete prefabricated board wall (1), and are fixedly connected with the concrete prefabricated board wall (1), institute
The side for stating connector (2) is equipped with concrete sand pulp layer (5).
2. a kind of assembled architecture shock-damping structure according to claim 1, it is characterised in that: the damper of ultra-high tension (9)
Inside is equipped with fibre reinforced composite plastic stock column (10), and fibre reinforced composite plastic stock column (10) insertion is set to rubber resistance
In damping member (9), and fixation is bonded with damper of ultra-high tension (9).
3. a kind of assembled architecture shock-damping structure according to claim 1, it is characterised in that: the concrete prefabricated board wall
(1) has certain gap with the junction of connector (2).
4. a kind of assembled architecture shock-damping structure according to claim 1, it is characterised in that: the damping material (12) is specific
For acrylate damping material, the damped coefficient of the horizontal damper rod (3) is 190N/m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821689001.1U CN208899683U (en) | 2018-10-18 | 2018-10-18 | A kind of assembled architecture shock-damping structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821689001.1U CN208899683U (en) | 2018-10-18 | 2018-10-18 | A kind of assembled architecture shock-damping structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208899683U true CN208899683U (en) | 2019-05-24 |
Family
ID=66576088
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821689001.1U Expired - Fee Related CN208899683U (en) | 2018-10-18 | 2018-10-18 | A kind of assembled architecture shock-damping structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208899683U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113775042A (en) * | 2021-10-11 | 2021-12-10 | 和能人居科技(天津)集团股份有限公司 | Bolt connecting structure of box plate type building, box plate type steel structure building and construction method of box plate type steel structure building |
| CN113775064A (en) * | 2021-10-11 | 2021-12-10 | 和能人居科技(天津)集团股份有限公司 | Vibration reduction connecting structure of box plate type building, box plate type steel structure building and construction method of box plate type steel structure building |
-
2018
- 2018-10-18 CN CN201821689001.1U patent/CN208899683U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113775042A (en) * | 2021-10-11 | 2021-12-10 | 和能人居科技(天津)集团股份有限公司 | Bolt connecting structure of box plate type building, box plate type steel structure building and construction method of box plate type steel structure building |
| CN113775064A (en) * | 2021-10-11 | 2021-12-10 | 和能人居科技(天津)集团股份有限公司 | Vibration reduction connecting structure of box plate type building, box plate type steel structure building and construction method of box plate type steel structure building |
| CN113775064B (en) * | 2021-10-11 | 2022-11-29 | 和能人居科技(天津)集团股份有限公司 | Vibration reduction connecting structure of box plate type building, box plate type steel structure building and construction method of box plate type steel structure building |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190524 Termination date: 20191018 |