CN106368406A - Shock-absorption and anti-displacement installing structure for large-area enameled steel plates - Google Patents
Shock-absorption and anti-displacement installing structure for large-area enameled steel plates Download PDFInfo
- Publication number
- CN106368406A CN106368406A CN201610938823.8A CN201610938823A CN106368406A CN 106368406 A CN106368406 A CN 106368406A CN 201610938823 A CN201610938823 A CN 201610938823A CN 106368406 A CN106368406 A CN 106368406A
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- CN
- China
- Prior art keywords
- enamelled pressed
- pressed steel
- rotating connector
- large area
- mounting 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0801—Separate fastening elements
- E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
- E04F13/081—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/12—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements of metal or with an outer layer of metal or enameled metal
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The invention provides a shock-absorption and anti-displacement installing structure for large-area enameled steel plates. The shock-absorption and anti-displacement installing structure comprises a plurality of enameled steel plates, wherein the enameled steel plates are installed on a wall through keel connecting pieces, first rotary connecting pieces are installed on the inner surfaces of the enameled steel plates, columns are installed on the wall, second rotary connecting pieces are installed at the free ends of the columns and are in sleeving connection with the first rotary connecting pieces, and multiple second rotary connecting pieces in the multiple enameled steel plates form driving connection. The technical problem that enameled steel plates in the prior art deform and displace after installation can be solved.
Description
Technical field
The present invention relates to a kind of enamelled pressed steel mounting technique, resist in particular to a kind of large area enamelled pressed steel damping
Displacement mounting structure.
Background technology
Enamelled pressed steel is widely used in the decorative wall panels of subway station, building inside and outside wall, tunnel decorative wall panels, aseptic handss
Art room metope and People's Bank of China's underpass wallboard.The Technology of architectural decoration enamelled pressed steel be collection Site Design, product design,
The multinomial technology set in one, every technology are transformed in glaze allotment, enamel spraying coating process, nano modification technology, physical arrangement
Include the Multiple factors such as professional and technical personnel, development ＆ production experience, formula deposit again.Enamelled pressed steel main face in an installation at present
Face higher technology barriers, traditional keel connecting member mounting means, often produce a series of problem, such as due to station
Vibrations and settlement reason, after the completion of enamelled pressed steel surface deforming displacement occurs, in terms of later stage repairerment be difficult to process.
Content of the invention
In consideration of it, the invention provides a kind of large area enamelled pressed steel damping resist displacement mounting structure structure is it is intended to solve existing
There is the technical problem of the deforming displacement that enamelled pressed steel occurs after installing in technology.
For this reason, the invention provides a kind of large area enamelled pressed steel damping resist displacement mounting structure, it includes some pieces and wards off
Porcelain steel plate, enamelled pressed steel is installed on metope by keel connecting member, the inner surface of enamelled pressed steel is provided with the first rotation even
Fitting, metope is provided with cylinder, and the free end of cylinder is provided with the second rotating connector, and the second rotating connector is socketed on
On one rotating connector, in polylith enamelled pressed steel, formed between multiple second rotating connectors and be in transmission connection.
Further, above-mentioned first rotating connector is the rotating disk that inside has cavity, and the second rotating connector is to have
The rotating disk of projection.
Further, between above-mentioned first rotating connector and the second rotating connector, engagement connects.
Further, it is in transmission connection by chain between above-mentioned multiple second rotating connector.
Further, it is provided with the first spring between above-mentioned first rotating connector and the second rotating connector.
Further, the middle part of above-mentioned cylinder offers circumferential grooves, is cased with second spring in circumferential grooves.
Further, the end of above-mentioned enamelled pressed steel has bending part, and metope is provided with connecting portion, bending part and connection
It is detachably connected between portion.
Further, clamping between above-mentioned bending part and connecting portion.
Further, above-mentioned bending part has fixture block, connecting portion has draw-in groove, draw-in groove and fixture block are engaged by clamping.
Further, above-mentioned block is spheroid, and draw-in groove is semi-spherical grooves.
The large area enamelled pressed steel damping resist displacement mounting structure that the present invention provides, some blocks of glassed steels of principal set up
Plate, enamelled pressed steel is installed on metope by keel connecting member, and the inner surface of enamelled pressed steel is provided with the first rotating connector,
Cylinder is provided with metope, the free end of cylinder is provided with the second rotating connector, and the second rotating connector is socketed on first turn
On follower link, in polylith enamelled pressed steel, formed between multiple second rotating connectors and be in transmission connection；By above-mentioned setting, profit
With the effect of the first rotating connector, cylinder and the second rotating connector, when outside there are vibrations when, the first rotating connector and
Second rotating connector is by rotatable effect between the two so that shift phenomenon can rapidly be adjusted back by enamelled pressed steel
Come, and be effectively prevented metaboly, thus efficiently solving the deformation that in prior art, enamelled pressed steel occurs after installing
The technical problem of skew.
Brief description
By reading the detailed description of hereafter preferred implementation, various other advantages and benefit are common for this area
Technical staff will be clear from understanding.Accompanying drawing is only used for illustrating the purpose of preferred implementation, and is not considered as to the present invention
Restriction.And in whole accompanying drawing, it is denoted by the same reference numerals identical part.In the accompanying drawings:
Fig. 1 is the structural representation of large area enamelled pressed steel damping resist displacement mounting structure provided in an embodiment of the present invention；
Fig. 2 is the signal that is in transmission connection of large area enamelled pressed steel damping resist displacement mounting structure provided in an embodiment of the present invention
Figure.
Specific embodiment
It is more fully described the exemplary embodiment of the disclosure below with reference to accompanying drawings.Although showing the disclosure in accompanying drawing
Exemplary embodiment it being understood, however, that may be realized in various forms the disclosure and should not be by embodiments set forth here
Limited.On the contrary, these embodiments are provided to be able to be best understood from the disclosure, and can be by the scope of the present disclosure
Complete conveys to those skilled in the art.
Referring to Fig. 1 to Fig. 2, in figure shows that large area enamelled pressed steel damping resist displacement provided in an embodiment of the present invention is installed
Structure.This large area enamelled pressed steel damping resist displacement mounting structure includes some blocks of enamelled pressed steels 1, and enamelled pressed steel 1 passes through Os Draconis
Connector 11 is installed on metope 12, and the inner surface of enamelled pressed steel 1 is provided with the first rotating connector 21, and metope 12 is installed
There is cylinder 22, the free end of cylinder 22 is provided with the second rotating connector 23, and the second rotating connector 23 is socketed on the first rotation
On connector 21, in polylith enamelled pressed steel 1, formed between multiple second rotating connectors 23 and be in transmission connection.
The large area enamelled pressed steel damping resist displacement mounting structure that the present embodiment provides, some blocks of glassed steels of principal set up
Plate, enamelled pressed steel is installed on metope by keel connecting member, and the inner surface of enamelled pressed steel is provided with the first rotating connector,
Cylinder is provided with metope, the free end of cylinder is provided with the second rotating connector, and the second rotating connector is socketed on first turn
On follower link, in polylith enamelled pressed steel, formed between multiple second rotating connectors and be in transmission connection；By above-mentioned setting, profit
With the effect of the first rotating connector, cylinder and the second rotating connector, when outside there are vibrations when, the first rotating connector and
Second rotating connector is by rotatable effect between the two so that shift phenomenon can rapidly be adjusted back by enamelled pressed steel
Come, and be effectively prevented metaboly, thus efficiently solving the deformation that in prior art, enamelled pressed steel occurs after installing
The technical problem of skew.
Referring to Fig. 1 to Fig. 2, the first above-mentioned rotating connector 21 is the rotating disk that inside has cavity, and second rotates connection
Part 23 is the rotating disk with projection, in order to realize firm rotary action.And in order to strengthen this effect, first rotates connection
Between part 21 and the second rotating connector 23, engagement connects.In order to realize the synchronicity of adjustment between multiple enamelled pressed steels, multiple
It is in transmission connection by chain 231 between second rotating connector 23.
Referring to Fig. 1 to Fig. 2, between the first rotating connector 21 and the second rotating connector 23, it is provided with the first spring 24,
Make between the first rotating connector 21 and the second rotating connector 23, to utilize the reset response of the first spring 24 to realize certainly
The skew adjustment adapting to.And in order to strengthen this effect, the middle part of cylinder 22 offers circumferential grooves 221, in circumferential grooves 221, it is cased with second
Spring 222.
Referring to Fig. 1 to Fig. 2, the end of enamelled pressed steel 1 has bending part 13, metope 12 is provided with connecting portion 14, bending
It is detachably connected between portion 13 and connecting portion 14, bending part 13 has fixture block 131, connecting portion 14 has draw-in groove 141, draw-in groove
141 and fixture block 131 be engaged by clamping, block 131 be spheroid, draw-in groove 141 be semi-spherical grooves.So that enamelled pressed steel can utilize
The universal joint of block 131 and draw-in groove 141 connects feature, realizes the skew adjustment of multiple directions.
Obviously, those skilled in the art can carry out the various changes and modification essence without deviating from the present invention to the present invention
God and scope.So, if these modifications of the present invention and modification belong to the scope of the claims in the present invention and its equivalent technologies
Within, then the present invention is also intended to comprise these changes and modification.
Claims (10)
1. large area enamelled pressed steel damping resist displacement mounting structure is it is characterised in that including some pieces of enamelled pressed steels (1), described
Enamelled pressed steel (1) is installed on metope (12) by keel connecting member (11), and the inner surface of described enamelled pressed steel (1) is provided with
First rotating connector (21), described metope (12) is provided with cylinder (22), and the free end of described cylinder (22) is provided with
Two rotating connectors (23), described second rotating connector (23) is socketed on described first rotating connector (21), polylith institute
State in enamelled pressed steel (1), formed between multiple described second rotating connectors (23) and be in transmission connection.
2. large area enamelled pressed steel damping resist displacement mounting structure according to claim 1 is it is characterised in that described first
Rotating connector (21) is the rotating disk that inside has cavity, and described second rotating connector (23) is the rotating disk with projection.
3. large area enamelled pressed steel damping resist displacement mounting structure according to claim 1 and 2 is it is characterised in that described
Between first rotating connector (21) and described second rotating connector (23), engagement connects.
4. large area enamelled pressed steel damping resist displacement mounting structure according to claim 1 is it is characterised in that multiple described
It is in transmission connection by chain (231) between second rotating connector (23).
5. large area enamelled pressed steel damping resist displacement mounting structure according to claim 1 and 2 is it is characterised in that described
It is provided with the first spring (24) between first rotating connector (21) and described second rotating connector (23).
6. large area enamelled pressed steel damping resist displacement mounting structure according to claim 1 is it is characterised in that described cylinder
(22) middle part offers circumferential grooves (221), is cased with second spring (222) in described circumferential grooves (221).
7. large area enamelled pressed steel damping resist displacement mounting structure according to claim 1 is it is characterised in that described enamel
The end of steel plate (1) has bending part (13), and described metope (12) is provided with connecting portion (14), described bending part (13) and institute
State and be detachably connected between connecting portion (14).
8. large area enamelled pressed steel damping resist displacement mounting structure according to claim 7 is it is characterised in that described bending
Clamping between portion (13) and described connecting portion (14).
9. large area enamelled pressed steel damping resist displacement mounting structure according to claim 8 is it is characterised in that described bending
Fixture block (131) is had on portion (13), described connecting portion (14) has draw-in groove (141), described draw-in groove (141) and described fixture block
(131) it is engaged by clamping.
10. large area enamelled pressed steel damping resist displacement mounting structure according to claim 9 is it is characterised in that described piece
Body (131) is spheroid, and described draw-in groove (141) is semi-spherical grooves.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610938823.8A CN106368406B (en) | 2016-11-01 | 2016-11-01 | Large area enamelled pressed steel damping resist displacement mounting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610938823.8A CN106368406B (en) | 2016-11-01 | 2016-11-01 | Large area enamelled pressed steel damping resist displacement mounting structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106368406A true CN106368406A (en) | 2017-02-01 |
| CN106368406B CN106368406B (en) | 2019-07-16 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610938823.8A Active CN106368406B (en) | 2016-11-01 | 2016-11-01 | Large area enamelled pressed steel damping resist displacement mounting structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107288295A (en) * | 2017-07-18 | 2017-10-24 | 苏州美瑞德建筑装饰有限公司 | Large glass steel embossment wall mounting structure |
| CN110485673A (en) * | 2019-09-09 | 2019-11-22 | 苏州美瑞德建筑装饰有限公司 | A kind of damping installation structure of enamelled pressed steel |
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| CN102535695A (en) * | 2011-12-29 | 2012-07-04 | 上海玻机幕墙工程有限公司 | Impact-resistant stone curtain wall |
| CN103590564A (en) * | 2013-11-04 | 2014-02-19 | 苏州金螳螂建筑装饰股份有限公司 | Stainless steel dry hanging device |
| CN205046721U (en) * | 2015-09-21 | 2016-02-24 | 衢州圣荣电子科技有限公司 | Movable curtain wall construction |
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| CN205171757U (en) * | 2015-10-16 | 2016-04-20 | 四川盛邦建设工程有限公司 | Connecting piece and including glass curtain wall of this connecting piece |
| CN105952040A (en) * | 2016-06-17 | 2016-09-21 | 苏州美瑞德建筑装饰有限公司 | Hanging structure of large-space decorative glass |
| CN206174380U (en) * | 2016-11-01 | 2017-05-17 | 苏州美瑞德建筑装饰有限公司 | Anti displacement mounting structure of large tracts of land enameled pressed steel shock attenuation |
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2016
- 2016-11-01 CN CN201610938823.8A patent/CN106368406B/en active Active
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| CN1432700A (en) * | 2002-01-18 | 2003-07-30 | 白宝鲲 | Glass facade installing process and glass facade elastic claw |
| CN102535695A (en) * | 2011-12-29 | 2012-07-04 | 上海玻机幕墙工程有限公司 | Impact-resistant stone curtain wall |
| CN103590564A (en) * | 2013-11-04 | 2014-02-19 | 苏州金螳螂建筑装饰股份有限公司 | Stainless steel dry hanging device |
| KR101599748B1 (en) * | 2014-12-30 | 2016-03-04 | 원도연 | Dry brick wall structure and construction method thereof |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107288295A (en) * | 2017-07-18 | 2017-10-24 | 苏州美瑞德建筑装饰有限公司 | Large glass steel embossment wall mounting structure |
| CN107288295B (en) * | 2017-07-18 | 2023-03-14 | 苏州美瑞德建筑装饰有限公司 | Large-scale glass steel relief sculpture wall mounting structure |
| CN110485673A (en) * | 2019-09-09 | 2019-11-22 | 苏州美瑞德建筑装饰有限公司 | A kind of damping installation structure of enamelled pressed steel |
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| Publication number | Publication date |
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| CN106368406B (en) | 2019-07-16 |
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