CN208815980U - 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
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- CN208815980U CN208815980U CN201821382121.7U CN201821382121U CN208815980U CN 208815980 U CN208815980 U CN 208815980U CN 201821382121 U CN201821382121 U CN 201821382121U CN 208815980 U CN208815980 U CN 208815980U
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- steel plate
- assembled wall
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- consuming device
- wall board
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Abstract
The utility model 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 utility model is readily produced, economic and practical, improves the stability of entire module.
Description
Technical field
The utility model relates to field of house buildings more particularly to a kind of steel plate concrete combinations for modular architectural
Wallboard 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.
Utility model content
The purpose of this utility model is to overcome in place of above-mentioned the deficiencies in the prior art, provide one kind to build for modularization
The steel plate concrete assembled wall board anti-side energy-consuming device built.
The purpose of this utility model 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 bolt hole is close to the tightening latch of the high-strength bolt；The copper sheet and the high-damping rubber viscoelastic
Property material is equipped with bolt hole, and the gap of the bolt hole be respectively greater than the copper sheet bolt hole and the high-damping rubber
The bolt hole of gluing elastic 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.
The utility model compared with prior art, is had the following advantages and beneficial effects:
1, this device of the utility model is readily produced, economic and practical.The device is for that can mention in modular architectural module
The stability of high structure, when module assembled, are more convenient, unfettered.The use of this device can overcome existing anti-side system
Defect, can be improved overall stability, reduce working procedure, further shorten the construction period；The installation weight is light, and lifting is convenient,
The component rate of structure can be improved, realize modular technology efficient quick and intense industrialization advantage.
2, the steel plate concrete assembled wall board of the utility model is first (to be welded with bolt thereon by longitudinal steel plate and lateral steel plate
Nail, using electric arc stud welding) welding form steel plate casing, split bolt, then Xiang Gang are set between the steel plate of two sides longitudinal direction later
Fill concrete is formed in sleeve-board case cavity.Steel plate and concrete collective effect, steel plate and concrete provide bearing capacity jointly,
Concrete can also constrain the outer bending deformation of steel plain.It is connected between longitudinal steel plate with split bolt, lateral steel plate is welded with peg.It should
It further include composite energy dissipation device in device, composite energy dissipation device is mounted between any two Zhongxiang City steel plate, wherein composite energy dissipation device packet
The first T-steel plate, copper sheet and high-damping rubber viscoelastic material, the first T-steel and copper sheet are included, passes through high-strength bolt between rubber
To drawing, bolt hole gap is greater than bolt shank diameter, guarantees high-damping rubber and copper sheet and the first T-steel plate relative displacement variation zone
Between, achieve the effect that energy consumption, strengthen metal caul bolt hole and fitted closely with shank of bolt, guarantees energy consumer globality.Wherein
High-damping rubber viscoelastic material and brass rod interaction, pass through the deformation earthquake energy of rubber before this, work as frictional force
When reaching capacity, opposite sliding will occur between the first T-steel plate and copper sheet, can further reach energy consumption effect；Compound consumption
Energy device utilizes the first T shape steel plate, ensure that the rigidity stability of outside plate, it is excessive ineffective to be unlikely to out-of-plane deformation；Into
One step, there is tetrafluoroethene plate between metal caul and the first T shape steel plate, can sufficiently reduce backing plate and the first T of composite energy dissipation device
The frictional force of shape steel plate makes full use of gap between shank of bolt and bolt hole, improves the performance of composite energy dissipation device.In addition, to spiral shell is drawn
Bolt, which passes through wall, can play the role of reinforced concrete, act synergistically with concrete, concrete compression, split bolt
Tension further increases the lateral resistance of assembled wall board.The assembled wall board rigidity of structure is big, and shear-carrying capacity is larger, ductility
Can be good, earthquake 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 utility model effectively improves the anti-side of module and the anti-seismic performance of energy dissipation capacity and modular construction, drop
The vibration (shake) of low modular construction is dynamic, the scope of application that can be built with extension moduleization, the especially popularization in highlight lines area
Using.
5, in the steel plate concrete assembled wall board anti-side energy-consuming device of the utility model, longitudinal steel plate and module top beam, mould
Block bottom beam passes through connection bolt (being provided with metal caul) connection, forms entirety, improves the stability of entire module.
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
The present invention will be further described in detail with reference to the embodiments and the accompanying drawings, but the implementation of the utility model
Mode is without being limited thereto.
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 utility model 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 tight
Closely connected conjunction guarantees energy consumer globality.The first T-steel plate 13 in composite energy dissipation device is connected to by frictional high-strength bolts 12
On second T-steel plate 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 utility model patent preferred embodiment, but the protection scope of the utility model patent is simultaneously
Not limited to this, anyone skilled in the art is in the range disclosed in the utility model patent, according to this
Technical solution and its utility model patent design of utility model patent are subject to equivalent substitution or change, belong to the utility model
The protection scope of patent.
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 |
|---|---|---|---|
| CN201821382121.7U CN208815980U (en) | 2018-08-21 | 2018-08-21 | A kind of steel plate concrete assembled wall board anti-side energy-consuming device for modular architectural |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821382121.7U CN208815980U (en) | 2018-08-21 | 2018-08-21 | A kind of steel plate concrete assembled wall board anti-side energy-consuming device for modular architectural |
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| Publication Number | Publication Date |
|---|---|
| CN208815980U true CN208815980U (en) | 2019-05-03 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821382121.7U Active CN208815980U (en) | 2018-08-21 | 2018-08-21 | A kind of steel plate concrete assembled wall board anti-side energy-consuming device for modular architectural |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108952285A (en) * | 2018-08-21 | 2018-12-07 | 广州大学 | A kind of steel plate concrete assembled wall board anti-side energy-consuming device for modular architectural |
| CN112144900A (en) * | 2020-09-30 | 2020-12-29 | 无锡市光彩机械制造有限公司 | Integrated profile steel adjusting device |
-
2018
- 2018-08-21 CN CN201821382121.7U patent/CN208815980U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108952285A (en) * | 2018-08-21 | 2018-12-07 | 广州大学 | A kind of steel plate concrete assembled wall board anti-side energy-consuming device for modular architectural |
| CN108952285B (en) * | 2018-08-21 | 2023-12-05 | 广州大学 | Steel plate concrete combined wallboard side energy consumption resisting device for modularized building |
| CN112144900A (en) * | 2020-09-30 | 2020-12-29 | 无锡市光彩机械制造有限公司 | Integrated profile steel adjusting device |
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