CN108952285A - A kind of steel plate concrete assembled wall board anti-side energy-consuming device for modular architectural - Google Patents
A kind of steel plate concrete assembled wall board anti-side energy-consuming device for modular architectural Download PDFInfo
- Publication number
- CN108952285A CN108952285A CN201810956127.9A CN201810956127A CN108952285A CN 108952285 A CN108952285 A CN 108952285A CN 201810956127 A CN201810956127 A CN 201810956127A CN 108952285 A CN108952285 A CN 108952285A
- Authority
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- China
- Prior art keywords
- steel plate
- assembled wall
- bolt
- consuming device
- wall board
- 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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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 140
- 239000010959 steel Substances 0.000 title claims abstract description 140
- 239000004567 concrete Substances 0.000 title claims abstract description 64
- 230000021715 photosynthesis, light harvesting Effects 0.000 claims abstract description 28
- 239000002131 composite material Substances 0.000 claims abstract description 25
- 229910052802 copper Inorganic materials 0.000 claims description 21
- 239000010949 copper Substances 0.000 claims description 21
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 claims description 20
- 238000013016 damping Methods 0.000 claims description 16
- 210000000569 greater omentum Anatomy 0.000 claims description 14
- 239000002184 metal Substances 0.000 claims description 14
- 229910052751 metal Inorganic materials 0.000 claims description 14
- 239000003190 viscoelastic substance Substances 0.000 claims description 12
- BFKJFAAPBSQJPD-UHFFFAOYSA-N tetrafluoroethene Chemical compound FC(F)=C(F)F BFKJFAAPBSQJPD-UHFFFAOYSA-N 0.000 claims description 4
- 150000001875 compounds Chemical class 0.000 claims description 2
- 239000013013 elastic material Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 10
- 238000003466 welding Methods 0.000 description 8
- 230000000694 effects Effects 0.000 description 6
- 238000000034 method Methods 0.000 description 5
- 238000005265 energy consumption Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000010891 electric arc Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 229910001369 Brass Inorganic materials 0.000 description 1
- 229910000806 Latten Inorganic materials 0.000 description 1
- 238000004026 adhesive bonding Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 239000010951 brass Substances 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000004073 vulcanization Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8647—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms
-
- 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
- E04H9/022—Bearing, supporting or connecting constructions specially adapted for such buildings and comprising laminated structures of alternating elastomeric and rigid layers
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
- Building Environments (AREA)
Abstract
The present invention relates to a kind of steel plate concrete assembled wall board anti-side energy-consuming devices for modular architectural, including composite energy dissipation device and at least two steel plate concrete assembled wall boards, at least two steel plate concrete assembled wall boards to be fixed in the module of modular architectural；Composite energy dissipation device setting is between any two adjacent steel plate concrete assembled wall boards, and wherein one end of composite energy dissipation device is fixed therein on a steel plate concrete assembled wall board, and the other end of composite energy dissipation device is fixed on another steel plate concrete assembled wall board.This device of the present invention is readily produced, economic and practical, improves the stability of entire module.
Description
Technical field
The present invention relates to field of house buildings more particularly to a kind of steel plate concrete assembled wall boards for modular architectural
Anti-side energy-consuming device.
Background technique
Include multiple modules in modular architectural, each module is subjected to module assembled, and then play its monolithic architecture
Function.The work of 95% or more modular architectural can be completed only to need to assemble at the construction field (site) in factory, mechanization journey
Degree is high, high-efficient, and is not influenced by season or environment, and construction site assembling speed is fast, shortens the construction period, and reduces construction rubbish,
It is environmentally protective.As it can be seen that modular architectural will necessarily become technology crucial in future architecture industry.
However, modular architectural technology is mainly used in low-rise building at present, the application in multilayer or more building is bent
Refer to it is denumerable, wherein Lateral Resistant System be limit modular architectural Technique Popularizing application key factor.Current modular architectural
Lateral Resistant System is generally divided into three kinds of modes such as concrete core cylinder, steel frame and module filled type.
Concrete core cylinder and module filled type system mainly use a large amount of concrete cast in situs operation, construction week
Phase is long, lot of materials is be easy to cause to waste and seriously pollute environment, and prefabricated concrete core cylinder is vertically connected and hung
Dress is difficult, it is difficult to meet building block technique efficient quick and the high requirement of industrialization degree.And the module in module filled type system
It is arranged mainly around Core Walls Structure, is difficult to building plane layout.Although steel frame system production and it is easy to use, using
Vibration is obvious in the process, stability is poor.
Summary of the invention
In place of overcoming above-mentioned the deficiencies in the prior art, provide a kind of for modular architectural
Steel plate concrete assembled wall board anti-side energy-consuming device.
The purpose of the present invention can be achieved through the following technical solutions:
A kind of steel plate concrete assembled wall board anti-side energy-consuming device for modular architectural, including at least two steel plates are mixed
Solidifying soil assembled wall board and composite energy dissipation device, at least two steel plate concrete assembled wall boards are fixed on the module of modular architectural
In；The composite energy dissipation device is arranged between the adjacent steel plate concrete assembled wall board of any two, wherein described compound
One end of energy consumer is fixed therein on the steel plate concrete assembled wall board, and the other end of the composite energy dissipation device is fixed
On another described steel plate concrete assembled wall board.
Further, the steel plate concrete assembled wall board include lateral steel plate, longitudinal steel plate, peg, concrete and
Split bolt；The transverse direction steel plate and longitudinal steel plate weld to form casing cavity structure, in the casing cavity structure
Fill concrete；The longitudinal direction steel plate is equipped with several described split bolts；It is described to state lateral steel plate equipped with several institutes
State peg.
Further, the composite energy dissipation device includes the first T-steel plate, copper sheet and high-damping rubber viscoelastic material, institute
It states copper sheet to be placed on the inside of the first T-steel plate, the high-damping rubber viscoelastic material vulcanization is on the copper sheet.
Further, the copper sheet is latten(-tin).
It further, further include the second T-steel plate, one end of the second T-steel plate is fixed on the lateral steel plate,
The other end connects the first T-steel plate.
Further, the first T-steel plate is connected on the second T-steel plate by high-strength bolt.
Further, metal caul, the metal caul are provided between the high-strength bolt and the first T-steel plate
It is equipped with bolt hole；The copper sheet and the high-damping rubber viscoelastic material are equipped with bolt hole, and the sky of the bolt hole
Gap is respectively greater than the bolt hole of the copper sheet and the bolt hole of the high-damping rubber viscoelastic material.
Further, the high-strength bolt is frictional high-strength bolts.
Further, tetrafluoroethene plate is equipped between the metal caul and the first T-steel plate.
Further, the second T-steel plate is connected to the adjacent cross of any two by anchor bolt and welding manner
To between steel plate.
Further, longitudinal steel plate passes through the bolt module with the module top beam of the module and the module respectively
Bottom beam connection.
Compared with the prior art, the invention has the following advantages and beneficial effects:
1, this device of the present invention is readily produced, economic and practical.The device is for can be improved knot in modular architectural module
The stability of structure, when module assembled, are more convenient, unfettered.The use of this device can overcome lacking for existing anti-side system
It falls into, overall stability can be improved, reduce working procedure, further shorten the construction period；The installation weight is light, and lifting is convenient, can be with
The component rate of structure is improved, realizes modular technology efficient quick and intense industrialization advantage.
2, steel plate concrete assembled wall board of the invention is first (to be welded with peg thereon by longitudinal steel plate and lateral steel plate, adopted
With electric arc stud welding) welding forms steel plate casing, split bolt is set between the steel plate of two sides longitudinal direction later, then to steel plate casing
Fill concrete is formed in cavity.Steel plate and concrete collective effect, steel plate and concrete provide bearing capacity, concrete jointly
The outer bending deformation of steel plain can also be constrained.It is connected between longitudinal steel plate with split bolt, lateral steel plate is welded with peg.In the device
It further include composite energy dissipation device, composite energy dissipation device is mounted between any two Zhongxiang City steel plate, and wherein composite energy dissipation device includes the first T
Shape steel plate, copper sheet and high-damping rubber viscoelastic material, the first T-steel and copper sheet, by high-strength bolt to drawing, spiral shell between rubber
Keyhole gap is greater than bolt shank diameter, guarantees high-damping rubber and copper sheet and the first T-steel plate relative displacement constant interval, reaches
The effect of energy consumption strengthens metal caul bolt hole and fits closely with shank of bolt, guarantees energy consumer globality.Wherein high-damping rubber
Gluing elastic material and brass rod interaction, pass through the deformation earthquake energy of rubber, when frictional force reaches capacity before this
When, opposite sliding will occur between the first T-steel plate and copper sheet, can further reach energy consumption effect；Composite energy dissipation device utilizes
First T-steel plate ensure that the rigidity stability of outside plate, it is excessive ineffective to be unlikely to out-of-plane deformation；Further, golden
Belonging between backing plate and the first T-steel plate has tetrafluoroethene plate, can sufficiently reduce rubbing for backing plate and composite energy dissipation device the first T-steel plate
Power is wiped, gap between shank of bolt and bolt hole is made full use of, improves the performance of composite energy dissipation device.In addition, split bolt passes through wall
It can play the role of reinforced concrete, act synergistically with concrete, concrete compression, split bolt tension, into one
Step improves the lateral resistance of assembled wall board.The assembled wall board rigidity of structure is big, and shear-carrying capacity is larger, good working ductility, consumption
Seismic energy ability is strong, and anti-seismic performance is superior.
3, the device further includes the second T-steel plate, and the second T-steel plate is mentioned by welding and anchor bolt and lateral Interal fixation
High assembled wall board globality, prevents steel plate to be opened.Using rubbing between composite energy dissipation device the first T-steel plate and the second T-steel plate
The connection of wiping type high-strength bolt, is easily installed.The device is arranged in the anti-side and energy dissipation capacity that can effectively improve module in module
And modular anti-seismic performance, the vibration (shake) for reducing modular construction are dynamic.
4, the anti-seismic performance of the present invention effective anti-side for improving module and energy dissipation capacity and modular construction, reduces mould
The vibration (shake) of blocking structure is dynamic, the scope of application that can be built with extension moduleization, the especially popularization and application in highlight lines area.
5, in steel plate concrete assembled wall board anti-side energy-consuming device of the invention, longitudinal steel plate and module top beam, module bottom
Liang Jun forms entirety, improves the stability of entire module by connection bolt (being provided with metal caul) connection.
Detailed description of the invention
Fig. 1 module light plate Combined concrete wallboard anti-side energy-consuming device layout drawing；
Fig. 2 module light plate Combined concrete wallboard anti-side energy-consuming device elevation；
I-I figure of Fig. 3 module light plate Combined concrete wallboard anti-side energy-consuming device；
II-II figure of Fig. 4 module light plate Combined concrete wallboard anti-side energy-consuming device；
III-III figure of Fig. 5 module light plate Combined concrete wallboard anti-side energy-consuming device；
The structural map of composite energy dissipation device in Fig. 6 steel plate concrete assembled wall board anti-side energy-consuming device；
Fig. 7 steel plate concrete assembled wall board anti-side energy-consuming device structural map；
Fig. 8 steel plate concrete assembled wall board anti-side energy-consuming device structural map.
1- module top beam；2- module bottom beam；The longitudinal direction 3- steel plate；4- transverse direction steel plate；5- peg；6- concrete；7- is to drawing spiral shell
Bolt；8- assembled wall board connect bolt with module；9- metal caul；10- the second T-steel plate；11- anchor bolt；12- composite energy dissipation device with
Frictional high-strength bolts between second T-steel plate；13- the first T-steel plate；14- copper sheet；15- high-damping rubber viscoplasticity material
Material；High-strength bolt between 16- the first T-steel plate；17- metal caul；18- tetrafluoroethene plate, 19- fillet weld, the unilateral V-type weldering of 20-
It stitches, welding around 21-
Specific embodiment
Present invention will now be described in further detail with reference to the embodiments and the accompanying drawings, but embodiments of the present invention are unlimited
In this.
Embodiment 1:
As shown in Figure 1, including a module in modular architectural, there are column and beam, such as module top beam 1 and module in module
Bottom beam 2 can be added shear wall (i.e. steel plate concrete assembled wall board described in the invention patent) in module top beam.
A kind of steel plate concrete assembled wall board anti-side energy-consuming device for modular architectural is present embodiments provided, including
Steel plate concrete assembled wall board and composite energy dissipation device, steel plate concrete assembled wall board include longitudinal steel plate 3, lateral steel plate 4, peg
5, concrete 6, split bolt 7.Assembled wall board longitudinal direction steel plate 3 and assembled wall board transverse direction steel plate 4 (are welded with peg 5 thereon, adopt
With electric arc stud welding) welding form steel plate casing, later between two sides assembled wall board longitudinal direction steel plate 3 be arranged split bolt 7, most
The fill concrete 6 in steel plate casing cavity afterwards forms steel plate concrete assembled wall board.Multiple groups steel plate concrete assembled wall board
The lateral steel plate 4 of adjacent assembled wall board installs the second T-steel plate 10, and using the fixation of anchor bolt 11, (i.e. the second T-steel plate fixation is in office
Anticipate on the lateral steel plate 4 of two adjacent steel plate concrete assembled wall boards), it is lateral that the 11 tightening latch section of anchor bolt passes through assembled wall board
Steel plate 4 is embedded in steel plate casing, and 10 flange plate surrounding of the second T-steel plate and assembled wall board weld.Steel plate and concrete 6 are common
Effect, steel plate and concrete 6 provide bearing capacity jointly, and concrete 6 can also constrain the outer bending deformation of steel plain.Between lateral steel plate
It is connected with split bolt 7, assembled wall board transverse direction steel plate 4 is welded with peg 5, and the second T-steel plate 10 passes through welding and anchor bolt 11 and group
It is fixed to close wallboard transverse direction steel plate 4, improves assembled wall board globality, steel plate is prevented to be opened.Split bolt 7 passes through wall and can play
The effect of reinforced concrete acts synergistically with concrete 6, and concrete 6 is pressurized, and split bolt 7 tension further mentions
The lateral resistance of high assembled wall board.The assembled wall board rigidity of structure is big, and shear-carrying capacity is larger, good working ductility, consumes earthquake
Energy ability is strong, and anti-seismic performance is superior.
In addition, module top beam 1 and module bottom beam 2 pass through connection bolt 8 (being provided with metal caul 9) connection, Zong Xianggang
Plate 3 is connect with module top beam 1 and module bottom beam 2 respectively by bolt；By steel plate concrete assembled wall board and module top beam 1 and mould
Block bottom beam 2 is connected to form a whole, and improves the stability of entire module.The effective anti-side for improving module and energy dissipation capacity with
And the anti-seismic performance of modular construction, the vibration (shake) for reducing modular construction is dynamic, the scope of application that can be built with extension moduleization,
Especially in the popularization and application in highlight lines area.
The composite energy dissipation device 100 includes the first T-steel plate 13, copper sheet 14 and high-damping rubber viscoelastic material 15, copper
Piece 14 is attached to 13 inside of the first T-steel plate, and high-damping rubber viscoelastic material 15 vulcanizes the first T-steel plate between copper sheet 14
13 are connected by high-strength bolt 16, are arranged metal caul 17 between high-strength bolt 16 and the first T-steel plate 13, metal caul 17 and the
Tetrafluoroethene plate 18 is set between one T-steel plate 13.
First T-steel plate 13 of composite energy dissipation device, copper sheet 14 and high-damping rubber viscoelastic material 15, High-strength bolt hole is straight
Diameter when the relatively conventional bolt of diameter is installed is expanded, and preset clearance guarantees high-damping rubber viscoelastic material 15 and copper sheet
14 and 13 relative displacement constant interval of the first T-steel plate, achieve the effect that energy consumption, 17 bolt hole of metal caul and shank of bolt are close
Fitting guarantees energy consumer globality.The first T-steel plate 13 in composite energy dissipation device is connected to the by frictional high-strength bolts 12
On two T-steel plates 10, the second T-steel plate 10 is the connector for meeting energy consumer Yu steel plate concrete assembled wall board.
The above, only the invention patent preferred embodiment, but the scope of protection of the patent of the present invention is not limited to
This, anyone skilled in the art is in the range disclosed in the invention patent, according to the present invention the skill of patent
Art scheme and its patent of invention design are subject to equivalent substitution or change, belong to the scope of protection of the patent of the present invention.
Claims (10)
1. a kind of steel plate concrete assembled wall board anti-side energy-consuming device for modular architectural, it is characterised in that: including compound
Energy consumer and at least two steel plate concrete assembled wall boards, at least two steel plate concrete assembled wall boards are fixed on modularization
In the module of building；The composite energy dissipation device is arranged between the adjacent steel plate concrete assembled wall board of any two,
Described in one end of composite energy dissipation device be fixed therein on the steel plate concrete assembled wall board, the composite energy dissipation device
The other end is fixed on another described steel plate concrete assembled wall board.
2. anti-side energy-consuming device according to claim 1, which is characterized in that the steel plate concrete assembled wall board includes cross
To steel plate, longitudinal steel plate, peg, concrete and split bolt；The transverse direction steel plate and longitudinal steel plate weld to form set
Case cavity structure, the fill concrete in the casing cavity structure；The longitudinal direction steel plate is equipped with several described pair drawing spiral shell
Bolt；It is described to state lateral steel plate equipped with several described pegs.
3. anti-side energy-consuming device according to claim 2, it is characterised in that: the composite energy dissipation device includes the first T-steel
Plate, copper sheet and high-damping rubber viscoelastic material, the copper sheet are placed on the inside of the first T-steel plate, and the high-damping rubber is viscous
Elastic-material sulfurizing is on the copper sheet.
4. anti-side energy-consuming device according to claim 3, it is characterised in that: further include the second T-steel plate, the 2nd T
One end of shape steel plate is fixed on the lateral steel plate, and the other end connects the first T-steel plate.
5. anti-side energy-consuming device according to claim 4, it is characterised in that: the first T-steel plate passes through high-strength bolt
It is connected on the second T-steel plate.
6. anti-side energy-consuming device according to claim 5, it is characterised in that: the high-strength bolt and first T-steel
Metal caul is provided between plate, the metal caul is equipped with bolt hole, the tightening latch of the bolt hole and the high-strength bolt
It is close to；The copper sheet and the high-damping rubber viscoelastic material are equipped with bolt hole, and the gap difference of the bolt hole is big
In the bolt hole of the copper sheet and the bolt hole of the high-damping rubber viscoelastic material.
7. anti-side energy-consuming device according to claim 5 or 6, it is characterised in that: the high-strength bolt is that friction-type is high-strength
Bolt.
8. anti-side energy-consuming device according to claim 6, it is characterised in that: the metal caul and first T-steel
Tetrafluoroethene plate is equipped between plate.
9. anti-side energy-consuming device according to claim 4, it is characterised in that: the second T-steel plate passes through anchor bolt and weldering
The mode of connecing is connected between the adjacent lateral steel plate of any two.
10. anti-side energy-consuming device according to claim 2, it is characterised in that: it is described longitudinal direction steel plate by bolt respectively with
The module top beam of the module is connected with the module bottom beam of the module.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810956127.9A CN108952285B (en) | 2018-08-21 | 2018-08-21 | Steel plate concrete combined wallboard side energy consumption resisting device for modularized building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810956127.9A CN108952285B (en) | 2018-08-21 | 2018-08-21 | Steel plate concrete combined wallboard side energy consumption resisting device for modularized building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108952285A true CN108952285A (en) | 2018-12-07 |
| CN108952285B CN108952285B (en) | 2023-12-05 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810956127.9A Active CN108952285B (en) | 2018-08-21 | 2018-08-21 | Steel plate concrete combined wallboard side energy consumption resisting device for modularized building |
Country Status (1)
| Country | Link |
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| CN (1) | CN108952285B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111749371A (en) * | 2020-07-15 | 2020-10-09 | 湖南大学 | Energy dissipation shock attenuation assembled wallboard structure of filling |
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|---|---|---|---|---|
| JP2003214471A (en) * | 2002-01-23 | 2003-07-30 | Showa Electric Wire & Cable Co Ltd | Damper for vibration control |
| CN102182256A (en) * | 2011-03-16 | 2011-09-14 | 上海英谷桥梁科技有限公司 | High-damping rubber fluid viscoelastic damper and manufacturing method thereof |
| CN203891242U (en) * | 2014-05-13 | 2014-10-22 | 同济大学 | Replaceable rigid damping connecting beam |
| CN205742594U (en) * | 2016-01-29 | 2016-11-30 | 中民筑友有限公司 | A kind of installation node of wall board connector and wallboard |
| CN106836492A (en) * | 2017-03-31 | 2017-06-13 | 重庆大学 | A kind of group frame-embedded faced wall Lateral Resistant System |
| CN208815980U (en) * | 2018-08-21 | 2019-05-03 | 广州大学 | A kind of steel plate concrete assembled wall board anti-side energy-consuming device for modular architectural |
-
2018
- 2018-08-21 CN CN201810956127.9A patent/CN108952285B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003214471A (en) * | 2002-01-23 | 2003-07-30 | Showa Electric Wire & Cable Co Ltd | Damper for vibration control |
| CN102182256A (en) * | 2011-03-16 | 2011-09-14 | 上海英谷桥梁科技有限公司 | High-damping rubber fluid viscoelastic damper and manufacturing method thereof |
| CN203891242U (en) * | 2014-05-13 | 2014-10-22 | 同济大学 | Replaceable rigid damping connecting beam |
| CN205742594U (en) * | 2016-01-29 | 2016-11-30 | 中民筑友有限公司 | A kind of installation node of wall board connector and wallboard |
| CN106836492A (en) * | 2017-03-31 | 2017-06-13 | 重庆大学 | A kind of group frame-embedded faced wall Lateral Resistant System |
| CN208815980U (en) * | 2018-08-21 | 2019-05-03 | 广州大学 | A kind of steel plate concrete assembled wall board anti-side energy-consuming device for modular architectural |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111749371A (en) * | 2020-07-15 | 2020-10-09 | 湖南大学 | Energy dissipation shock attenuation assembled wallboard structure of filling |
| CN111749371B (en) * | 2020-07-15 | 2024-04-05 | 湖南大学 | Energy dissipation and shock absorption assembled filling wallboard structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108952285B (en) | 2023-12-05 |
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