CN107304593A - Shock-damping structure for ceiling system - Google Patents
Shock-damping structure for ceiling system Download PDFInfo
- Publication number
- CN107304593A CN107304593A CN201610247875.0A CN201610247875A CN107304593A CN 107304593 A CN107304593 A CN 107304593A CN 201610247875 A CN201610247875 A CN 201610247875A CN 107304593 A CN107304593 A CN 107304593A
- Authority
- CN
- China
- Prior art keywords
- connecting rod
- shock
- damping structure
- spring
- keel
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
- E04B9/06—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation characterised by constructional features of the supporting construction, e.g. cross section or material of framework members
- E04B9/12—Connections between non-parallel members of the supporting construction
- E04B9/16—Connections between non-parallel members of the supporting construction the members lying in different planes
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
- E04B9/06—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation characterised by constructional features of the supporting construction, e.g. cross section or material of framework members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Vibration Prevention Devices (AREA)
- Vibration Dampers (AREA)
- Building Environments (AREA)
Abstract
The present invention provides a kind of shock-damping structure for ceiling system, and the shock-damping structure includes the first keel, at least one T-shaped connector, at least a first connecting rod, at least a second connecting rod, at least a spring and at least one second keel.Shock-damping structure provided by the present invention for ceiling system, impacted extremely in ceiling system or during active force, pass through being hinged between first connecting rod and second connecting rod and T-shaped connector, so that first connecting rod and second connecting rod are stretched spring, the rigid power that will act on ceiling system is converted into the elastic force of telescopic spring, so as to offset the harmful effect that impulsive force is caused to ceiling system, strengthen the anti-seismic performance of ceiling system, it is ensured that its work progress runs smooth and its quality stability.
Description
Technical field
The present invention relates to building keel technical field, more particularly to light steel ceiling system technical field.
Background technology
Present steel joist suspended ceiling, is that with connector bearing keel, cover surface keel are connected and composed into framework,
Then plasterboard is covered with to make.But in earthquake-prone region, the impact resistance of traditional ceiling joist and
Non-deformability is general, when there is earthquake generation, is not enough to support ceiling framework, it is easy to occur furred ceiling
Deform, even cave in, there is great potential safety hazard.On the other hand, installed in the establishment of ceiling system
During, although careful again, can often occur between keel or between keel and connector
Vibration, causes the deformation of keel or connector or even scraps；Assembled it is also possible to can cause
Part needs to dismantle to do over again, so as to cause the extension of duration.
The content of the invention
Present invention seek to address that problem as described above.It is an object of the present invention to provide one kind solve with
Any one shock-damping structure in upper problem.Specifically, the present invention provide can by ceiling system by
Rigid power after impact is converted to the shock-damping structure of elastic force.
According to the first aspect of the invention, the invention provides a kind of shock-damping structure for ceiling system,
The shock-damping structure includes the first keel, at least one T-shaped connector, at least a first connecting rod, at least one
Second connecting rod, at least a spring and at least one second keel；Wherein, the first plate of first keel
On be evenly arranged with a row elongated hole, the first end of the first connecting rod connects with the first elongated hole in a row elongated hole
Connect, the second end of the first connecting rod and one end of the transverse slat of the T-shaped connector are hinged；Described second
The first end of connecting rod is connected with the adjacent elongated hole of first elongated hole, the second end of the second connecting rod and institute
The other end for stating the transverse slat of T-shaped connector is hinged；And wherein, the spring is located at first keel
It is interior, and the two ends of the spring are individually fixed in the first end and the second connecting rod of the first connecting rod
First end；The riser of the T-shaped connector is connected with second keel.
Wherein, the drift of the spring is more than the length of the transverse slat of the T-shaped connector.
Wherein, the interval in the row elongated hole between adjacent elongated hole is freely long less than or equal to the spring
Degree, and the length of the transverse slat more than the T-shaped connector.
Wherein, the deflection of the spring is less than the length of the first connecting rod and the length of the second connecting rod
Spend sum.
Wherein, the length of each elongated hole is the 0.5~1 of the length of the first connecting rod in the row elongated hole
Times.
Wherein, the first connecting rod and the second connecting rod equal length.
Wherein, the first end of the riser of the T-shaped connector is provided with connecting portion, the T-shaped connector
Riser be connected by the connecting portion with second keel.
Wherein, the connecting portion is T-slot structure.
Wherein, the connecting portion is symmetrical hook.
Wherein, the spring is extension spring.
Shock-damping structure provided by the present invention for ceiling system, impacted extremely in ceiling system or
During person's active force, pass through being hinged between first connecting rod and second connecting rod and T-shaped connector so that first
Connecting rod and second connecting rod are stretched spring, and the rigid power that will act on ceiling system is converted into spring
Flexible elastic force, so as to offset the harmful effect that impulsive force is caused to ceiling system, strengthens ceiling system
Anti-seismic performance, it is ensured that its work progress runs smooth and its quality stability.
The following description for exemplary embodiment, other property features of the invention is read with reference to the drawings
It will become apparent with advantage.
Brief description of the drawings
The accompanying drawing for being incorporated into specification and constituting a part for specification shows the implementation of the present invention
Example, and be used to explain principle of the invention together with the description.In the drawings, similar accompanying drawing mark
Remember for representing similar key element.Drawings in the following description are some embodiments of the present invention, rather than
Whole embodiments.For those of ordinary skill in the art, on the premise of not paying creative work,
Other accompanying drawings can be obtained according to these accompanying drawings.
Fig. 1 is schematically illustrated to be implemented according to a kind of the of the shock-damping structure for ceiling system of the present invention
The structural representation of example；
Fig. 2 schematically illustrates another reality of the shock-damping structure for ceiling system according to the present invention
Apply the structural representation of example.
Embodiment
To make the purpose, technical scheme and advantage of the embodiment of the present invention clearer, below in conjunction with this hair
Accompanying drawing in bright embodiment, the technical scheme in the embodiment of the present invention is clearly and completely described,
Obviously, described embodiment is a part of embodiment of the invention, rather than whole embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained under the premise of creative work is not made
The every other embodiment obtained, belongs to the scope of protection of the invention.It should be noted that not conflicting
In the case of, the feature in embodiment and embodiment in the application can be mutually combined.
To improve the anti-seismic performance of ceiling system, the invention provides a kind of damping knot for ceiling system
Structure, by setting spring in main joist, and sling after false keel using scalable suspension member with spring two
End is connected.When ceiling system is impacted or during active force extremely, flexible by spring is dissolved,
The harmful effect that reduction impulsive force is caused to ceiling system.
Below in conjunction with the accompanying drawings, it is detailed to being carried out according to the shock-damping structure provided by the present invention for ceiling system
Thin description.
Fig. 1 shows a kind of structure of embodiment of the shock-damping structure for ceiling system according to the present invention
Schematic diagram, Fig. 2 shows that this is used for the structural representation of another embodiment of the shock-damping structure of ceiling system
Figure.Shown referring to Figures 1 and 2, shock-damping structure 1 includes the first keel 11, at least one T-shaped connector
12nd, an at least first connecting rod 13, at least a second connecting rod 14, an at least spring 15 and at least one second
Keel 16.Wherein, a row elongated hole 110 is evenly arranged with the first plate 111 of the first keel 11, the
The first end 131 of one connecting rod 13 is connected with the first elongated hole 110a in a row elongated hole 110, first connecting rod
13 the second end 132 and one end of the transverse slat 121 of T-shaped connector 12 are hinged；The of second connecting rod 14
The elongated hole 110b adjacent with the first elongated hole 110a's of one end 141 is connected, the second end 142 of second connecting rod 14
It is hinged with the other end of the transverse slat 121 of T-shaped connector 12；And wherein, spring 15 is located at the first dragon
In bone 11, and the two ends of spring 15 are individually fixed in the first end 131 and second connecting rod of first connecting rod 13
14 first end 141；The riser 122 of T-shaped connector 12 is connected with the second keel 16.
Specifically, the drift of spring 15 is more than the length of the transverse slat 121 of T-shaped connector 12, because
It is in a certain angle between this first connecting rod 13 and second connecting rod 14.Extremely impacted when ceiling system or
It is close to each other between the first keel 11 and T-shaped connector 12 during person's active force, the He of first connecting rod 13
Second connecting rod 14 is hinged due to equal with T-shaped connector, causes its angle to increase, so that spring 15 be drawn
Stretch, the rigid active force between the first keel 11 and T-shaped connector 12 is converted into the bullet of spring 15
Property power, it is to avoid ceiling system therefore cause hardness deformation, influence its service life.When extremely impact or
Person's active force disappears, due to the gravity of the self performance and the second keel 16 and plasterboard of spring 15 etc.
Effect, spring 15 restores to the original state, and shock-damping structure 1 and ceiling system resile.
Therefore, the key of shock-damping structure 1 of the invention is between first connecting rod 13 and second connecting rod 14
Can not be parallel, it is necessary in a certain angle to set.To avoid damping caused by the telescopicing performance due to spring 15
Effect is reduced, the interval in a row elongated hole 110 of the first keel 1 between adjacent elongated hole 110 need to be less than or
Person is equal to the drift of spring 15, and while the length of the transverse slat 121 more than T-shaped connector 12.
The effect of spring 15 is to prevent from being impacted extremely or during active force in shock-damping structure 1, the first dragon
Direct rigid collision between bone 11 and T-shaped connector 12, so when selecting spring 15, spring
15 deflection should be less than the length of first connecting rod 13 and the length sum of second connecting rod 14, in order to avoid bullet
During spring 15 is stretched in the presence of first connecting rod 13 and second connecting rod 14, the He of the first keel 11
Collided between T-shaped connector 12.
Further, each elongated hole 110 in the row elongated hole 110 on the first plate 11 of the first keel 1
Length be 0.5~1 times of length of first connecting rod 13, farthest to play the work of spring 15
With the abnormal impulsive force being subject to using the elastic deformation neutralizing shock-damping structure 1 of spring 15 is to ceiling system
Destruction.
Specifically, to ensure the homeostasis in ceiling system its shock-damping structure 1 after being impacted extremely
Property, it is necessary to first connecting rod 13 and the equal length of second connecting rod 14, to ensure what is deformed in spring 15
During, T-shaped connector 12 still is able to holding level.
In shock-damping structure 1 provided by the present invention, T-shaped connector 12, first connecting rod 13 and second connect
Bar 14 is used collectively as suspension member, for connecting the first keel 11 and the second keel 16, wherein, first
One end of connecting rod 13 and second connecting rod 14 is connected with the first keel 11, the other end and T-shaped connector 12
Transverse slat 121 connect, and the riser 122 of T-shaped connector 12 with the second keel 16 being connected.Tool
Body, the first end of the riser 122 of T-shaped connector 12 is provided with connecting portion 123, T-shaped connector 12
Riser 122 be connected by connecting portion 123 with the second keel 16.
Specifically, the structure of connecting portion 123 can be different according to the type difference of the second keel 16, need
It is determined on a case-by-case basis, the structure type of its various modifications is within protection scope of the present invention.Such as
In embodiment shown in Fig. 1, connecting portion 123 is T-slot structure, can be with corresponding U-shaped, c-type
Or the second T-shaped keel 16 carry out cassette；Again in the embodiment for example shown in Fig. 2, connecting portion 123
For symmetrical hook, it can be attached with the second keel 16 of the type such as c-type, H types.
Finally it is pointed out that the present invention the shock-damping structure 1 for ceiling system in, to ensure
Its damping performance, spring 15 is generally extension spring, can also be in particular cases flexible springs.
Descriptions above can combine implementation individually or in a variety of ways, and these modifications
Mode is all within protection scope of the present invention.
It should be noted that herein, such as first and second or the like relational terms are used merely to
One entity or operation are made a distinction with another entity or operation, and not necessarily requires or implies
There is any this actual relation or order between these entities or operation.Moreover, term " comprising ",
"comprising" or any other variant thereof is intended to cover non-exclusive inclusion, so that being comprising one
Process, method, article or the equipment of row key element not only include those key elements, but also including not bright
Other key elements really listed, or also include for this process, method, article or equipment institute inherently
Key element.In the absence of more restrictions, the key element limited by sentence " including one ... ", and
Being not precluded within the process including the key element, method, article or equipment will also in the presence of in addition identical
Element.
Finally it should be noted that：The above embodiments are merely illustrative of the technical solutions of the present invention, rather than to it
Limitation.Although the present invention is described in detail with reference to the foregoing embodiments, the ordinary skill of this area
Personnel should be understood：It can still modify to the technical scheme described in foregoing embodiments, or
Person carries out equivalent substitution to which part technical characteristic；And these modifications or replacement, do not make corresponding skill
The essence of art scheme departs from the spirit and scope of various embodiments of the present invention technical scheme.
Claims (10)
1. a kind of shock-damping structure (1) for ceiling system, it is characterised in that the shock-damping structure (1)
Including the first keel (11), at least one T-shaped connector (12), an at least first connecting rod (13),
An at least second connecting rod (14), an at least spring (15) and at least one second keel (16)；Wherein,
A row elongated hole (110) is evenly arranged with the first plate (111) of first keel (11),
The first end (131) of the first connecting rod (13) and the first elongated hole (110a) in a row elongated hole (110)
Connection, the second end (132) of the first connecting rod (13) and the horizontal stroke of the T-shaped connector (12)
One end of plate (121) is hinged；The first end (141) of the second connecting rod (14) and the described first length
Adjacent elongated hole (110b) connection in hole (110a), the second end (142) of the second connecting rod (14)
It is hinged with the other end of the transverse slat (121) of the T-shaped connector (12)；
And wherein, the spring (15) is located in first keel (11), and the spring (15)
Two ends be individually fixed in the first end (131) and the second connecting rod (14) of the first connecting rod (13)
First end (141)；The riser (122) of the T-shaped connector (12) and second keel (16)
Connection.
2. shock-damping structure (1) as claimed in claim 1, it is characterised in that the spring (15)
Drift be more than the T-shaped connector (12) transverse slat (121) length.
3. shock-damping structure (1) as claimed in claim 1, it is characterised in that the row elongated hole (110)
In interval between adjacent elongated hole (110) be less than or equal to the drift of the spring (15), and be more than
The length of the transverse slat (121) of the T-shaped connector (12).
4. shock-damping structure (1) as claimed in claim 1, it is characterised in that the spring (15)
Deflection be less than the first connecting rod (13) length and the second connecting rod (14) length sum.
5. shock-damping structure (1) as claimed in claim 1, it is characterised in that the row elongated hole (110)
In the length of each elongated hole (110) be 0.5~1 times of length of the first connecting rod (13).
6. shock-damping structure (1) as claimed in claim 1, it is characterised in that the first connecting rod (13)
With the second connecting rod (14) equal length.
7. shock-damping structure (1) as claimed in claim 1, it is characterised in that the T-shaped connector
(12) first end of riser (122) is provided with connecting portion (123), the T-shaped connector (12)
Riser (122) be connected by the connecting portion (123) with second keel (16).
8. shock-damping structure (1) as claimed in claim 7, it is characterised in that the connecting portion (123)
For T-slot structure.
9. shock-damping structure (1) as claimed in claim 7, it is characterised in that the connecting portion (123)
For symmetrical hook.
10. shock-damping structure (1) as claimed in claim 1, it is characterised in that the spring (15)
For extension spring.
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610247875.0A CN107304593B (en) | 2016-04-20 | 2016-04-20 | Shock-damping structure for ceiling system |
| PCT/CN2016/079996 WO2017181406A1 (en) | 2016-04-20 | 2016-04-22 | Vibration-damping structure for dropped ceiling system |
| ZA2018/06816A ZA201806816B (en) | 2016-04-20 | 2018-10-12 | Vibration-damping structure for dropped ceiling system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610247875.0A CN107304593B (en) | 2016-04-20 | 2016-04-20 | Shock-damping structure for ceiling system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107304593A true CN107304593A (en) | 2017-10-31 |
| CN107304593B CN107304593B (en) | 2019-03-12 |
Family
ID=60115450
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610247875.0A Active CN107304593B (en) | 2016-04-20 | 2016-04-20 | Shock-damping structure for ceiling system |
Country Status (3)
| Country | Link |
|---|---|
| CN (1) | CN107304593B (en) |
| WO (1) | WO2017181406A1 (en) |
| ZA (1) | ZA201806816B (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107832539A (en) * | 2017-11-18 | 2018-03-23 | 巧夺天宫（深圳）科技有限公司 | A kind of stretching adjustment system, method of adjustment and electronic equipment based on suspension rod |
| CN108256149A (en) * | 2017-12-18 | 2018-07-06 | 巧夺天宫（深圳）科技有限公司 | A kind of BIM keel batch tensioning systems and method based on SketchUp exploitations |
| CN108412073A (en) * | 2018-03-05 | 2018-08-17 | 安徽理工大学 | A kind of novel U-shaped mild steel damper |
| CN109779063A (en) * | 2019-03-07 | 2019-05-21 | 重庆恩倍克科技有限公司 | A kind of damping damping unit and the damping damping mechanism for building shock-damping energy-dissipating |
| CN110185189A (en) * | 2019-06-03 | 2019-08-30 | 黄志勤 | A kind of building roof furred ceiling antidetonation shock attenuation structure |
| CN111395522A (en) * | 2020-03-21 | 2020-07-10 | 深圳市佛兰空间膜结构有限公司 | Adjustable connecting structure for steel cable and diaphragm foundation in air-supported diaphragm structure |
| CN111549654A (en) * | 2020-06-01 | 2020-08-18 | 陈贞全 | Prevent roof beam shock mount that falls |
| CN113738011A (en) * | 2021-08-25 | 2021-12-03 | 陆国涛 | Shock-proof type furred ceiling light gauge steel |
| CN113863510A (en) * | 2021-09-15 | 2021-12-31 | 广东省建筑装饰工程有限公司 | Space structure ceiling and structural column anti-seismic toughness connection structure and construction method |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113323261B (en) * | 2021-07-14 | 2024-06-18 | 浙江亚厦装饰股份有限公司 | Assembled suspension rod-free suspended ceiling structure and installation method thereof |
| CN114197727A (en) * | 2021-11-25 | 2022-03-18 | 浙江亚厦装饰股份有限公司 | Low-floor-height assembled ceiling structure and mounting method |
| WO2024011284A1 (en) * | 2022-07-12 | 2024-01-18 | Pring Glen Haydn | Relief of instability transfer to non-structural bodies |
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| JP2000087497A (en) * | 1998-09-09 | 2000-03-28 | Daiwa House Ind Co Ltd | Ceiling vibration-proofing structure and vibration- proofing material |
| US7028432B2 (en) * | 2003-05-03 | 2006-04-18 | Kinetics Noise Control, Inc. | Compact ceiling isolation hanger |
| CN201560515U (en) * | 2009-08-31 | 2010-08-25 | 北新集团建材股份有限公司 | Damping hanger |
| CN201915536U (en) * | 2011-01-28 | 2011-08-03 | 嘉兴美尔凯特卫厨科技有限公司 | Suspended ceiling with vibration damping device |
| CN104135703A (en) * | 2014-07-03 | 2014-11-05 | 重庆广建装饰股份有限公司 | Suspended sound box mounting structure |
| CN105089195A (en) * | 2015-09-14 | 2015-11-25 | 苏州金螳螂建筑装饰股份有限公司 | Buckle type conversion layer hanging part |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN201258548Y (en) * | 2008-08-18 | 2009-06-17 | 上海德瑞金属制品有限公司 | Steel frame fixer |
| CN204285373U (en) * | 2014-11-24 | 2015-04-22 | 浙江亚厦装饰股份有限公司 | A kind of syndeton of ceiling lamp |
| CN204475635U (en) * | 2015-01-17 | 2015-07-15 | 刘绮琪 | A kind of ceiling section bar linkage |
-
2016
- 2016-04-20 CN CN201610247875.0A patent/CN107304593B/en active Active
- 2016-04-22 WO PCT/CN2016/079996 patent/WO2017181406A1/en active Application Filing
-
2018
- 2018-10-12 ZA ZA2018/06816A patent/ZA201806816B/en unknown
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000087497A (en) * | 1998-09-09 | 2000-03-28 | Daiwa House Ind Co Ltd | Ceiling vibration-proofing structure and vibration- proofing material |
| US7028432B2 (en) * | 2003-05-03 | 2006-04-18 | Kinetics Noise Control, Inc. | Compact ceiling isolation hanger |
| CN201560515U (en) * | 2009-08-31 | 2010-08-25 | 北新集团建材股份有限公司 | Damping hanger |
| CN201915536U (en) * | 2011-01-28 | 2011-08-03 | 嘉兴美尔凯特卫厨科技有限公司 | Suspended ceiling with vibration damping device |
| CN104135703A (en) * | 2014-07-03 | 2014-11-05 | 重庆广建装饰股份有限公司 | Suspended sound box mounting structure |
| CN105089195A (en) * | 2015-09-14 | 2015-11-25 | 苏州金螳螂建筑装饰股份有限公司 | Buckle type conversion layer hanging part |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107832539A (en) * | 2017-11-18 | 2018-03-23 | 巧夺天宫（深圳）科技有限公司 | A kind of stretching adjustment system, method of adjustment and electronic equipment based on suspension rod |
| CN108256149A (en) * | 2017-12-18 | 2018-07-06 | 巧夺天宫（深圳）科技有限公司 | A kind of BIM keel batch tensioning systems and method based on SketchUp exploitations |
| CN108412073A (en) * | 2018-03-05 | 2018-08-17 | 安徽理工大学 | A kind of novel U-shaped mild steel damper |
| CN109779063A (en) * | 2019-03-07 | 2019-05-21 | 重庆恩倍克科技有限公司 | A kind of damping damping unit and the damping damping mechanism for building shock-damping energy-dissipating |
| CN110185189A (en) * | 2019-06-03 | 2019-08-30 | 黄志勤 | A kind of building roof furred ceiling antidetonation shock attenuation structure |
| CN111395522A (en) * | 2020-03-21 | 2020-07-10 | 深圳市佛兰空间膜结构有限公司 | Adjustable connecting structure for steel cable and diaphragm foundation in air-supported diaphragm structure |
| CN111549654A (en) * | 2020-06-01 | 2020-08-18 | 陈贞全 | Prevent roof beam shock mount that falls |
| CN113738011A (en) * | 2021-08-25 | 2021-12-03 | 陆国涛 | Shock-proof type furred ceiling light gauge steel |
| CN113863510A (en) * | 2021-09-15 | 2021-12-31 | 广东省建筑装饰工程有限公司 | Space structure ceiling and structural column anti-seismic toughness connection structure and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| ZA201806816B (en) | 2019-07-31 |
| CN107304593B (en) | 2019-03-12 |
| WO2017181406A1 (en) | 2017-10-26 |
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