CN108612198A - A kind of damping property building assembling structure - Google Patents
A kind of damping property building assembling structure Download PDFInfo
- Publication number
- CN108612198A CN108612198A CN201810638464.3A CN201810638464A CN108612198A CN 108612198 A CN108612198 A CN 108612198A CN 201810638464 A CN201810638464 A CN 201810638464A CN 108612198 A CN108612198 A CN 108612198A
- Authority
- CN
- China
- Prior art keywords
- plate
- shear plate
- assembling structure
- fixed
- shear
- 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
- 238000013016 damping Methods 0.000 title claims abstract description 31
- 238000010008 shearing Methods 0.000 claims abstract description 25
- 238000010276 construction Methods 0.000 claims abstract description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 25
- 239000010959 steel Substances 0.000 claims description 25
- 238000005266 casting Methods 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 7
- 239000003822 epoxy resin Substances 0.000 claims description 5
- 229920000647 polyepoxide Polymers 0.000 claims description 5
- 229910000754 Wrought iron Inorganic materials 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000000034 method Methods 0.000 claims 1
- 230000008878 coupling Effects 0.000 abstract description 2
- 238000010168 coupling process Methods 0.000 abstract description 2
- 238000005859 coupling reaction Methods 0.000 abstract description 2
- 238000009434 installation Methods 0.000 abstract description 2
- 230000035939 shock Effects 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 4
- 239000000243 solution Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 235000000396 iron Nutrition 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
-
- 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)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The invention discloses a kind of damping properties to build assembling structure, is related to construction engineering technical field.The present invention includes crossbeam and vertical beam, vertical beam is set between two crossbeams, it is fixed with shearing panel assembly between two crossbeams, one apparent surface, it includes the first shear plate and the second shear plate to shear panel assembly, first shear plate and one surface of the second shear plate are respectively and fixedly provided with flange plate, and flange plate is fixed by screw and crossbeam, and one surface array of the first shear plate is equipped with cylinder blind hole, second shear plate, one surface is fixed with shearing bar, and shearing bar one end extends to inside cylinder blind hole.The present invention between vertical beam and crossbeam by utilizing flanged joint port gap to connect, the rubber holder structure of centre installation semi-hollow, have the advantages that firm support and damping, in macroseism, rubber base has the advantages that shear yield point is low, and sidesway can occur and offset shake energy, the only flange bolt coupling part being destroyed, it is repaired simply after shake, the general frame shock resistance of building is strong, and service life is high.
Description
Technical field
The invention belongs to construction engineering technical fields, and assembling structure is built more particularly to a kind of damping property.
Background technology
With the development of modern industrial technology, building house can in batch completely be manufactured as machine production.As long as
Prefabricated house component, transport to assemble in site get up just at.This building is known as assembled architecture, is by prefabricated component
Component is built made of assemble in site.Assembled architecture pillar and beam are all that assembled in situ forms, and many walls are also assembled
It forms.Currently, design of the assembled architecture in terms of damping generally uses shear wall, support steel structure is designed to unit antidetonation
The shear wall of structure composition, this structure will produce permanent deformation in earthquake, although can be played in strong earthquakes anti-collapse
Effect, if but crustal movement is frequent, building will produce deformation for a long time, service life is not grown.
Invention content
The purpose of the present invention is to provide a kind of damping properties to build assembling structure, passes through damping connection knot between vertical beam and crossbeam
The design of structure, coordinating, there is the assembled for restoring deformability to shear harden structure, solve existing assembled architecture in damping
The design of aspect generally uses shear wall, in earthquake, will produce permanent deformation, building will produce deformation for a long time, use the longevity
The not long problem of life.
In order to solve the above technical problems, the present invention is achieved by the following technical solutions：
The present invention is that a kind of damping property builds assembling structure, including crossbeam and vertical beam, the vertical beam be set to two crossbeams it
Between, it is fixed with shearing panel assembly between two crossbeams, one apparent surface；
The shearing panel assembly includes the first shear plate and the second shear plate, first shear plate and the second shear plate one
Surface is respectively and fixedly provided with flange plate, and the flange plate is fixed by screw and crossbeam, and one surface array of the first shear plate is all provided with
There are cylinder blind hole, one surface of the second shear plate to be fixed with shearing bar, described shearing bar one end extends to inside cylinder blind hole,
It is provided with visco-elastic damping layer between the shearing bar surface and cylinder blind hole, is cut assembling first shear plate and second
After power plate, then will be in pitch and epoxy resin consolute material injection cylinder blind hole；
The vertical beam includes rectangle steel bushing, and rectangle steel bushing both ends and beam surface are both provided with flanged joint port,
The rectangle steel covers upper flanged joint port and rectangle steel bushing integrally casting shaping, and the flanged joint port on the crossbeam is logical
Concrete casting connection is crossed, flanged joint port inner surface is fixed with embedded board, the embedded board table by being anchored rod iron
Face is fixed with rubber base, and the rubber base center is hollow cylinder structure, and ring steel plate is fixed with inside the rubber base.
Further, the rectangle steel bushing is internally provided with " work " brief note plate, the rectangle steel bushing and " work " brief note plate it
Between be cast with concrete layer.
Further, the visco-elastic damping layer is pitch and epoxy resin consolute material.
Further, the crossbeam is the rectangle girder construction of reinforcing bar and concrete casting.
Further, by screw rod and being bolted between the two flanged joint ports.
Further, it is sunk structure that the flanged joint port, which is centre, spacing between the two flanged joint ports
Between 5cm-20cm.
Further, the shearing bar is cylindrical bar, and the shearing shank diameter differs 10- with cylinder blind hole aperture
15cm。
Further, the viscoelastic damping layer height is about the 2/3 of cylinder blind hole depth.
The invention has the advantages that：
1, the present invention between vertical beam and crossbeam by utilizing flanged joint port gap to connect, the rubber of centre installation semi-hollow
Holder structure has the advantages that firm support and damping, and in macroseism, rubber base has the advantages that shear yield point is low, Ke Yifa
Raw sidesway offsets shake energy, and simple, the general frame antidetonation energy of building is repaired in the only flange bolt coupling part being destroyed after shake
Power is strong, and service life is high.
2, the present invention is designed by shearing the mechanism of panel assembly, is had memory deformation recovery capability, is further increased and finish
The shock resistance of structure.
Certainly, it implements any of the products of the present invention and does not necessarily require achieving all the advantages described above at the same time.
Description of the drawings
In order to illustrate the technical solution of the embodiments of the present invention more clearly, will be described below to embodiment required
Attached drawing is briefly described, it should be apparent that, drawings in the following description are only some embodiments of the invention, for ability
For the those of ordinary skill of domain, without creative efforts, it can also be obtained according to these attached drawings other attached
Figure.
Fig. 1 is the structural schematic diagram that a kind of damping property of the present invention builds assembling structure；
Fig. 2 is the structural schematic diagram that Fig. 1 looks up visual angle；
Fig. 3 is the structural schematic diagram inside flanged joint port；
Fig. 4 is the attachment structure schematic diagram of cylinder blind hole and shearing bar；
Fig. 5 is vertical beam cross-sectional view.
In attached drawing, parts list represented by the reference numerals are as follows：
1- crossbeams, 2- vertical beams, 3- shearing panel assemblies, 4- anchoring rod irons, 5- embedded boards, 6- rubber bases, 7- ring steel plates,
201- rectangle steel bushings, 202- flanged joints port, 203- " work " brief note plate, the first shear plates of 301-, the second shear plates of 302-,
303- cylinder blind holes, 304- shear bar, 305- visco-elastic damping layers.
Specific implementation mode
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation describes, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained all other without creative efforts
Embodiment shall fall within the protection scope of the present invention.
It please refers to Fig.1 shown in -5, the present invention is that a kind of damping property builds assembling structure, including crossbeam 1 and vertical beam 2, vertical beam 2
It is set between two crossbeams 1, shearing panel assembly 3 is fixed between two crossbeams, 1 one apparent surface；
It shears panel assembly 3 and includes the first shear plate 301 and the second shear plate 302, the first shear plate 301 and the second shear plate
302 be steel plate, and the first shear plate 301 and 302 1 surface of the second shear plate are respectively and fixedly provided with flange plate, and flange plate passes through screw and cross
Beam 1 is fixed, and 301 1 surface array of the first shear plate is equipped with cylinder blind hole 303, and 302 1 surface of the second shear plate, which is fixed with, cuts
Power bar 304, shearing bar 304 are cylinder steel pole, and 304 one end of shearing bar extends to inside cylinder blind hole 303,304 surface of shearing bar
It is provided with visco-elastic damping layer 305 between cylinder blind hole 303, is assembling the first shear plate 301 and the second shear plate 302
It afterwards, then will be in pitch and epoxy resin consolute material injection cylinder blind hole 303；
Vertical beam 2 includes rectangle steel bushing 201, and 201 both ends of rectangle steel bushing and 1 surface of crossbeam are both provided with flanged joint port
202, the flanged joint port 202 on rectangle steel bushing 201 and 201 integrally casting shaping of rectangle steel bushing, the flanged joint on crossbeam 1
Port 202 is connected by concrete casting, and 202 inner surface of flanged joint port is fixed with embedded board 5 by being anchored rod iron 4, in advance
5 surface of buried plate is fixed with rubber base 6, and 6 center of rubber base is hollow cylinder structure, and ring steel plate 7 is fixed with inside rubber base 6.
Wherein, rectangle steel bushing 202 is internally provided with " work " brief note plate 203, and " work " brief note plate 203 is steel construction, rectangle steel
It is cast with concrete layer between set 202 and " work " brief note plate 203.
Wherein, visco-elastic damping layer 305 is pitch and epoxy resin consolute material.
Wherein, crossbeam 1 is the rectangle girder construction of reinforcing bar and concrete casting.
Wherein, by screw rod and being bolted between two flanged joint ports 202.
Wherein, it is sunk structure that flanged joint port 202, which is centre, and spacing is in 5cm- between two flanged joint ports 202
Between 20cm.
Wherein, shearing bar 304 is cylindrical bar, and shearing 304 diameter of bar differs 10-15cm with 303 aperture of cylinder blind hole.
Wherein, visco-elastic damping layer 305 is highly about the 2/3 of 303 depth of cylinder blind hole.
In the description of this specification, the description of reference term " one embodiment ", " example ", " specific example " etc. means
Particular features, structures, materials, or characteristics described in conjunction with this embodiment or example are contained at least one implementation of the present invention
In example or example.In the present specification, schematic expression of the above terms may not refer to the same embodiment or example.
Moreover, particular features, structures, materials, or characteristics described can be in any one or more of the embodiments or examples to close
Suitable mode combines.
Present invention disclosed above preferred embodiment is only intended to help to illustrate the present invention.There is no detailed for preferred embodiment
All details are described, are not limited the invention to the specific embodiments described.Obviously, according to the content of this specification,
It can make many modifications and variations.These embodiments are chosen and specifically described to this specification, is in order to preferably explain the present invention
Principle and practical application, to enable skilled artisan to be best understood by and utilize the present invention.The present invention is only
It is limited by claims and its full scope and equivalent.
Claims (8)
1. a kind of damping property builds assembling structure, including crossbeam (1) and vertical beam (2), it is characterised in that：Vertical beam (2) setting
Between two crossbeams (1), shearing panel assembly (3) is fixed between (1) one apparent surface of two crossbeams；
The shearing panel assembly (3) includes the first shear plate (301) and the second shear plate (302), first shear plate (301)
It being respectively and fixedly provided with flange plate with (302) one surface of the second shear plate, the flange plate is fixed by screw and crossbeam (1), and described the
(301) one surface array of one shear plate is equipped with cylinder blind hole (303), and (302) one surface of second shear plate, which is fixed with, cuts
Power bar (304), described shearing bar (304) one end extend to cylinder blind hole (303) inside, the shearing bar (304) surface and circle
Visco-elastic damping layer (305) is provided between column blind hole (303)；
The vertical beam (2) includes rectangle steel bushing (201), and rectangle steel bushing (201) both ends and crossbeam (1) surface are both provided with method
Blue connectivity port (202), flanged joint port (202) inner surface are fixed with embedded board (5), institute by being anchored rod iron (4)
It states embedded board (5) surface and is fixed with rubber base (6), rubber base (6) center is hollow cylinder structure, the rubber base (6)
Inside is fixed with ring steel plate (7).
2. a kind of damping property according to claim 1 builds assembling structure, which is characterized in that the rectangle steel bushing (202)
It is internally provided with " work " brief note plate (203), concrete is cast between the rectangle steel bushing (202) and " work " brief note plate (203)
Layer.
3. a kind of damping property according to claim 1 builds assembling structure, which is characterized in that the visco-elastic damping layer
(305) it is pitch and epoxy resin consolute material.
4. a kind of damping property according to claim 1 builds assembling structure, which is characterized in that the crossbeam (1) is reinforcing bar
With the rectangle girder construction of concrete casting.
5. a kind of damping property according to claim 1 builds assembling structure, which is characterized in that the two flanged joint ports
(202) by screw rod and being bolted between.
6. a kind of damping property according to claim 1 builds assembling structure, which is characterized in that the flanged joint port
(202) be centre it is sunk structure, spacing is between 5cm-20cm between the two flanged joint ports (202).
7. a kind of damping property according to claim 1 builds assembling structure, which is characterized in that the shearing bar (304) is
Cylindrical bar, shearing bar (304) diameter differ 10-15cm with cylinder blind hole (303) aperture.
8. a kind of damping property according to claim 1 builds assembling structure, which is characterized in that the visco-elastic damping layer
(305) height is about the 2/3 of cylinder blind hole (303) depth.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810638464.3A CN108612198B (en) | 2018-06-20 | 2018-06-20 | shock-absorbing building assembling structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810638464.3A CN108612198B (en) | 2018-06-20 | 2018-06-20 | shock-absorbing building assembling structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108612198A true CN108612198A (en) | 2018-10-02 |
| CN108612198B CN108612198B (en) | 2020-01-31 |
Family
ID=63665494
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810638464.3A Active CN108612198B (en) | 2018-06-20 | 2018-06-20 | shock-absorbing building assembling structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108612198B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111305387A (en) * | 2019-12-26 | 2020-06-19 | 中国建筑股份有限公司 | Compression-shear separation type variable-rigidity rubber support and manufacturing method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102268900A (en) * | 2011-06-11 | 2011-12-07 | 广州大学 | Damped anti-seismic filling wallboard for framework |
| CN202899339U (en) * | 2012-04-13 | 2013-04-24 | 上海赛弗工程减震技术有限公司 | Energy dissipation and shock absorption mechanism capable of releasing degree of freedom |
| CN204326292U (en) * | 2014-12-08 | 2015-05-13 | 华北水利水电大学 | A kind of building structure energy damping system |
| CN105297941A (en) * | 2015-11-25 | 2016-02-03 | 广州大学 | Adjustable perforated steel plate damping wall |
| CN205530766U (en) * | 2016-01-29 | 2016-08-31 | 上海堃熠工程减震科技有限公司 | Displacement regulation type viscous damping wall |
| CN106088393A (en) * | 2016-08-08 | 2016-11-09 | 上海大学 | A kind of parallel self-supporting power consumption damping wall |
-
2018
- 2018-06-20 CN CN201810638464.3A patent/CN108612198B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102268900A (en) * | 2011-06-11 | 2011-12-07 | 广州大学 | Damped anti-seismic filling wallboard for framework |
| CN202899339U (en) * | 2012-04-13 | 2013-04-24 | 上海赛弗工程减震技术有限公司 | Energy dissipation and shock absorption mechanism capable of releasing degree of freedom |
| CN204326292U (en) * | 2014-12-08 | 2015-05-13 | 华北水利水电大学 | A kind of building structure energy damping system |
| CN105297941A (en) * | 2015-11-25 | 2016-02-03 | 广州大学 | Adjustable perforated steel plate damping wall |
| CN205530766U (en) * | 2016-01-29 | 2016-08-31 | 上海堃熠工程减震科技有限公司 | Displacement regulation type viscous damping wall |
| CN106088393A (en) * | 2016-08-08 | 2016-11-09 | 上海大学 | A kind of parallel self-supporting power consumption damping wall |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111305387A (en) * | 2019-12-26 | 2020-06-19 | 中国建筑股份有限公司 | Compression-shear separation type variable-rigidity rubber support and manufacturing method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108612198B (en) | 2020-01-31 |
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| TR01 | Transfer of patent right |
Effective date of registration: 20230718 Address after: 325000 room 201-11, Zhanqian commercial building, Qiandong community, railway station, Lucheng District, Wenzhou City, Zhejiang Province Patentee after: Wenzhou Hengrui Technology Co.,Ltd. Address before: 325000 Wenzhou City National University Science Park incubator, No. 38 Dongfang South Road, Ouhai District, Wenzhou, Zhejiang Patentee before: WENZHOU VOCATIONAL & TECHNICAL College |
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Address after: Room 201-4, No. 19 Wenhui Road, Wenzhou Agricultural External Comprehensive Development Zone, Longwan District, Wenzhou City, Zhejiang Province, 325000 Patentee after: Wenzhou Hengrui Technology Co.,Ltd. Address before: 325000 room 201-11, Zhanqian commercial building, Qiandong community, railway station, Lucheng District, Wenzhou City, Zhejiang Province Patentee before: Wenzhou Hengrui Technology Co.,Ltd. |
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Effective date of registration: 20231121 Address after: 237000 Huoqiu modern industrial park, Hefei high tech Zone, Huoqiu County, Lu'an City, Anhui Province Patentee after: Anhui Zhongshun Construction Technology Co.,Ltd. Address before: Room 201-4, No. 19 Wenhui Road, Wenzhou Agricultural External Comprehensive Development Zone, Longwan District, Wenzhou City, Zhejiang Province, 325000 Patentee before: Wenzhou Hengrui Technology Co.,Ltd. |