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 PDF

Info

Publication number
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
Authority
CN
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.)
Active
Application number
CN201821382121.7U
Other languages
Chinese (zh)
Inventor
朱文正
刘树堂
于宏
叶景荣
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangzhou University
Original Assignee
Guangzhou University
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Guangzhou University filed Critical Guangzhou University
Priority to CN201821382121.7U priority Critical patent/CN208815980U/en
Application granted granted Critical
Publication of CN208815980U publication Critical patent/CN208815980U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Building Environments (AREA)

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

A kind of steel plate concrete assembled wall board anti-side energy-consuming device for modular architectural
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.
CN201821382121.7U 2018-08-21 2018-08-21 A kind of steel plate concrete assembled wall board anti-side energy-consuming device for modular architectural Active CN208815980U (en)

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

Publications (1)

Publication Number Publication Date
CN208815980U true CN208815980U (en) 2019-05-03

Family

ID=66274651

Family Applications (1)

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

Country Status (1)

Country Link
CN (1) CN208815980U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
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

Cited By (3)

* Cited by examiner, † Cited by third party
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

Similar Documents

Publication Publication Date Title
CN108894362B (en) Assembled grid type thin-wall steel plate recycled concrete combined shear wall and assembling method
CN110805129A (en) Prefabricated assembled concrete structure energy dissipation node
CN206737192U (en) A kind of assembled wall for being easy to assembling
CN206091045U (en) Antinode core precast concrete assembled composite wall
CN102995756B (en) Concrete-filled rectangular steel tube column-box girder full-bolt connection node and construction method
CN202627254U (en) Shear wall consisting of vertical mild steel energy consumption belts with horizontal seams arranged among concrete-filled steel tubes
CN106193435A (en) A kind of antinode central layer precast concrete assembled composite wall
CN208815980U (en) A kind of steel plate concrete assembled wall board anti-side energy-consuming device for modular architectural
CN106869567A (en) A kind of energy-dissipating type cold-formed thin-walled steel pipe concrete Lateral Resistant System
CN211368810U (en) Damping device for assembled bridge pier column
CN205975968U (en) A take curb plate bolt node for eccentric beam column
CN202280149U (en) Semi-rigid frame-slotted steel plate shear wall structure
CN207525933U (en) A kind of steel plate combined shear wall splices node
CN212317231U (en) Assembled steel-bamboo combined shear wall with damper
CN204174839U (en) Cellular junction steel plate-bis-limb steel pipe concrete combination column
CN103469902A (en) Full-rigidity steel pipe concrete column connecting node
CN106978908B (en) Embedded prestress assembly type frame reinforcing structure with shearing mild steel damper
CN219471198U (en) Energy-consuming and shock-absorbing type assembled beam column connecting joint
CN103206028A (en) Embedded energy-dissipating module of coupled shear wall and using method of embedded energy-dissipating module of coupled shear wall
CN108952285A (en) A kind of steel plate concrete assembled wall board anti-side energy-consuming device for modular architectural
CN211548015U (en) Prefabricated assembled steel-concrete composite beam
CN205677091U (en) A kind of bolted dual-sided board node
CN210239218U (en) Basement structure is add to existing pile foundation building
CN104652608A (en) Assembly type exterior wall and beam connecting structure
CN204456438U (en) Prefabricated house

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant