CN108612198B - shock-absorbing building assembling structure - Google Patents
shock-absorbing building assembling structure Download PDFInfo
- Publication number
- CN108612198B CN108612198B CN201810638464.3A CN201810638464A CN108612198B CN 108612198 B CN108612198 B CN 108612198B CN 201810638464 A CN201810638464 A CN 201810638464A CN 108612198 B CN108612198 B CN 108612198B
- Authority
- CN
- China
- Prior art keywords
- shear
- shear plate
- fixed
- absorbing building
- shock absorbing
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 31
- 239000010959 steel Substances 0.000 claims description 31
- 238000013016 damping Methods 0.000 claims description 10
- 230000035939 shock Effects 0.000 claims description 10
- 239000010426 asphalt Substances 0.000 claims description 5
- 238000005266 casting Methods 0.000 claims description 5
- 239000003822 epoxy resin Substances 0.000 claims description 5
- 229920000647 polyepoxide Polymers 0.000 claims description 5
- 238000004873 anchoring Methods 0.000 claims description 4
- 239000000463 material Substances 0.000 claims description 4
- 238000003491 array Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 2
- 230000008018 melting Effects 0.000 description 2
- 238000002844 melting Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011799 hole material Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Images
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
Abstract
The invention discloses an shock-absorbing building assembly structure, which relates to the technical field of building engineering and comprises cross beams and vertical beams, wherein the vertical beams are arranged between the two cross beams, a shear plate device is fixed between the opposite surfaces of the two cross beams , the shear plate device comprises a shear plate and a second shear plate, flange plates are fixed on the surfaces of the shear plate and the second shear plate , the flange plates are fixed with the cross beams through screws, column blind holes are arranged on the surface arrays of the of the shear plate, shear rods are fixed on the surface of the , and the ends of the shear rods extend into the column blind holes.
Description
Technical Field
The invention belongs to the technical field of constructional engineering, and particularly relates to an shock-absorbing building assembly structure.
Background
With the development of modern industrial technology, a building can be manufactured in batches like machine production, and only prefabricated building components are transported to a construction site to be assembled, the building is called an assembly type building, and the building is formed by assembling prefabricated parts on the construction site.
Disclosure of Invention
The invention aims to provide shock-absorbing building assembly structures, which solve the problems that the existing assembly building adopts shear walls in the shock-absorbing aspect of design , the shear walls can generate permanent deformation during earthquake, the building can generate deformation for a long time and the service life is short through the design of a shock-absorbing connecting structure between a vertical beam and a cross beam and the matching of an assembly shear plate structure with the capability of restoring the deformation.
In order to solve the technical problems, the invention is realized by the following technical scheme:
the invention relates to an shock-absorbing building assembly structure, which comprises cross beams and vertical beams, wherein the vertical beams are arranged between the two cross beams, and a shear plate device is fixed between the opposite surfaces of the two cross beams ;
the shear plate device comprises an th shear plate and a second shear plate, wherein flange plates are fixed on the surfaces of the th shear plate and the second shear plate respectively, the flange plates are fixed with a cross beam through screws, cylindrical blind holes are formed in the surface arrays of the th shear plate respectively, a shear rod is fixed on the surface of the second shear plate , the end of the shear rod extends into the cylindrical blind holes, a viscoelastic damping layer is arranged between the surface of the shear rod and the cylindrical blind holes, and asphalt and epoxy resin mixed melting materials are injected into the cylindrical blind holes after the th shear plate and the second shear plate are assembled;
the vertical beam comprises a rectangular steel sleeve, flange connection ports are arranged at two ends of the rectangular steel sleeve and on the surface of a cross beam, the flange connection ports on the rectangular steel sleeve and the rectangular steel sleeve are cast and formed, the flange connection ports on the cross beam are connected through concrete casting, a pre-embedded plate is fixed on the inner surface of each flange connection port through an anchoring steel bar, a rubber seat is fixed on the surface of the pre-embedded plate, the center of the rubber seat is of a hollow cylindrical structure, and a circular ring steel plate is fixed inside the rubber seat.
, I-shaped batten is arranged inside the rectangular steel sleeve, and a concrete layer is cast between the rectangular steel sleeve and the I-shaped batten.
, the viscoelastic damping layer is a mixture of asphalt and epoxy resin.
, the beam is a rectangular beam structure cast by steel bars and concrete.
, the flange connecting ports are connected by screw and bolt.
, the middle of the flange connecting port is a concave structure, and the distance between the two flange connecting ports is 5cm-20 cm.
, the shear rod is a cylindrical rod, and the diameter of the shear rod is 10-15cm different from the diameter of the cylindrical blind hole.
, the viscoelastic damping layer has a height of about 2/3 of the depth of the cylindrical blind hole.
The invention has the following beneficial effects:
1. according to the invention, the vertical beams and the cross beams are connected by utilizing the flange connecting ports in a clearance manner, and the semi-hollow rubber seat structure is arranged in the middle, so that the rubber seat has the advantages of stable support and shock absorption.
2. The invention has the capability of restoring the memory deformation through the mechanism design of the shear plate device, and further the shock resistance of the structure is improved.
Of course, it is not necessary that achieve all of the above-described advantages at the same time for any product that embodies the invention.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings without creative efforts.
FIG. 1 is a schematic structural view of an type shock absorbing building assembly according to the present invention;
FIG. 2 is a schematic bottom view of the structure of FIG. 1;
FIG. 3 is a schematic view of the interior of a flanged connection port;
FIG. 4 is a schematic view of a connection structure of a cylindrical blind hole and a shear rod;
figure 5 is a cross-sectional view of a vertical beam.
In the drawings, the components represented by the respective reference numerals are listed below:
the steel plate shear comprises, by weight, 1-cross beam, 2-vertical beam, 3-shear plate device, 4-anchoring steel bar, 5-embedded plate, 6-rubber seat, 7-circular steel plate, 201-rectangular steel sleeve, 202-flange connection port, 203-I-shaped lath, 301- th shear plate, 302-second shear plate, 303-cylindrical blind hole, 304-shear rod and 305-viscoelastic damping layer.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only partial embodiments of of the present invention, rather than all embodiments.
Referring to fig. 1-5, the present invention is an shock-absorbing building assembling structure, including a cross beam 1 and a vertical beam 2, wherein the vertical beam 2 is disposed between the two cross beams 1, and a shear plate device 3 is fixed between the opposite surfaces of the two cross beams 1 ;
the shear plate device 3 comprises an th shear plate 301 and a second shear plate 302, the th shear plate 301 and the second shear plate 302 are steel plates, the th shear plate 301 and the second shear plate 302 are both fixed with flange plates, the flange plates are fixed with the cross beam 1 through screws, the th shear plate 301 is provided with cylindrical blind holes 303 in surface array, the second shear plate 302 is fixed with shear rods 304 in surface array, the shear rods 304 are cylindrical steel rods, the ends of the shear rods 304 extend into the cylindrical blind holes 303, viscoelastic damping layers 305 are arranged between the surfaces of the shear rods 304 and the cylindrical blind holes 303, and asphalt and epoxy resin mixed melting materials are injected into the cylindrical blind holes 303 after the th shear plate 301 and the second shear plate 302 are assembled;
the vertical beam 2 comprises a rectangular steel sleeve 201, flange connection ports 202 are arranged at two ends of the rectangular steel sleeve 201 and on the surface of a cross beam 1, the flange connection ports 202 on the rectangular steel sleeve 201 and the rectangular steel sleeve 201 are formed in a casting mode, the flange connection ports 202 on the cross beam 1 are connected through concrete casting, embedded plates 5 are fixed on the inner surfaces of the flange connection ports 202 through anchoring steel bars 4, rubber seats 6 are fixed on the surfaces of the embedded plates 5, the centers of the rubber seats 6 are of hollow cylindrical structures, and circular steel plates 7 are fixed inside the rubber seats 6.
The rectangular steel sleeve 202 is internally provided with an I-shaped strip plate 203, the I-shaped strip plate 203 is of a steel structure, and a concrete layer is cast between the rectangular steel sleeve 202 and the I-shaped strip plate 203.
The viscoelastic damping layer 305 is a mixture of asphalt and epoxy resin.
Wherein, crossbeam 1 is the rectangle roof beam body structure of reinforcing bar and concrete casting.
Wherein, the two flange connection ports 202 are connected by a screw and a bolt.
The middle of the flange connection port 202 is a concave structure, and the distance between the two flange connection ports 202 is 5cm-20 cm.
Wherein the shear rod 304 is a cylindrical rod, and the diameter of the shear rod 304 is 10-15cm different from the diameter of the cylindrical blind hole 303.
Wherein the viscoelastic damping layer 305 has a height of about 2/3 times the depth of the cylindrical blind hole 303.
In the description herein, reference to the term " embodiments," "examples," "specific examples," or the like, means that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least embodiments or examples of the invention.
The preferred embodiments of the invention disclosed above are intended to be illustrative only. The preferred embodiments are not intended to be exhaustive or to limit the invention to the precise embodiments disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and the practical application, to thereby enable others skilled in the art to best utilize the invention. The invention is limited only by the claims and their full scope and equivalents.
Claims (8)
- The shock-absorbing building assembly structure comprises cross beams (1) and vertical beams (2), and is characterized in that the vertical beams (2) are arranged between the two cross beams (1), and a shear plate device (3) is fixed between the opposite surfaces of the two cross beams (1) ;the shear plate device (3) comprises a th shear plate (301) and a second shear plate (302), flange plates are fixed on the surfaces of the th shear plate (301) and the second shear plate (302) respectively, the flange plates are fixed with a cross beam (1) through screws, cylindrical blind holes (303) are formed in the surface array of the th shear plate (301) , shear rods (304) are fixed on the surface of the second shear plate (302) , the ends of the shear rods (304) extend into the cylindrical blind holes (303), viscoelastic damping layers (305) are arranged between the surfaces of the shear rods (304) and the cylindrical blind holes (303), the vertical beam (2) comprises a rectangular steel sleeve (201), flange connection ports (202) are arranged at the two ends of the rectangular steel sleeve (201) and the surface of the cross beam (1), a steel plate (5) is fixed on the inner surface of the flange connection ports (202) through anchoring steel rods (4), a rubber seat (6) is fixed on the surface of the embedded rubber seat (5), and a cylindrical rubber seat (7) is fixed in the center of the cylindrical rubber seat (6).
- 2. kinds of shock absorbing building assembling structure according to claim 1, wherein the rectangular steel jacket (202) is internally provided with an I-shaped lath (203), and a concrete layer is cast between the rectangular steel jacket (202) and the I-shaped lath (203).
- 3. A shock absorbing building set-up structure as claimed in claim 1, wherein the viscoelastic damping layer (305) is a bitumen and epoxy resin miscible material.
- 4. kinds of shock absorbing building assembling structure according to claim 1, wherein the cross beam (1) is a rectangular beam body structure of steel bar and concrete casting.
- 5. A shock absorbing building mounting structure as set forth in claim 1, wherein the flanged connection port (202) is connected by a screw and bolt.
- 6. A shock absorbing building assembling structure, as set forth in claim 1, wherein said flanged connection ports (202) are recessed in the middle, and the distance between said flanged connection ports (202) is 5cm-20 cm.
- 7. A shock absorbing building set-up structure according to claim 1, wherein the shear bar (304) is a cylindrical bar, the diameter of the shear bar (304) differs from the diameter of the cylindrical blind hole (303) by 10-15 cm.
- 8. shock absorbing building set structure according to claim 1, wherein the viscoelastic damping layer (305) has a height of about 2/3 of the depth of the cylindrical blind hole (303).
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 CN108612198A (en) | 2018-10-02 |
| CN108612198B true 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) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111305387B (en) * | 2019-12-26 | 2021-11-02 | 中国建筑股份有限公司 | Compression-shear separation type variable-rigidity rubber support and manufacturing method thereof |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102268900B (en) * | 2011-06-11 | 2012-12-19 | 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
Also Published As
| Publication number | Publication date |
|---|---|
| CN108612198A (en) | 2018-10-02 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US7188452B2 (en) | Sleeved bracing useful in the construction of earthquake resistant structures | |
| CN102108752A (en) | Energy dissipating and damping type multi-ribbed composite wallboard and manufacturing method thereof | |
| CN112144668B (en) | Tenon type inserted assembled steel-concrete combined node | |
| CN201521042U (en) | Strengthening fan-shaped viscoelastic damper for beam-column joint | |
| CN107989180B (en) | Eccentric supporting frame | |
| CN110565799B (en) | Method for connecting assembled concrete beam column for shock prevention | |
| KR101277752B1 (en) | Remodelling Construction Method by Inserting External Precast Concrete Wall Panel into the Internal Area of Beam-column Frame of Building and that Precast Concrete Panel | |
| CN211368810U (en) | Damping device for assembled bridge pier column | |
| CN108612198B (en) | shock-absorbing building assembling structure | |
| CN209742073U (en) | Assembly type self-resetting frame system connected by FRP (fiber reinforced plastic) pipes | |
| CN108755969B (en) | Assembled building element | |
| CN112160415A (en) | Fiber reinforced concrete frame structure | |
| CN110130485B (en) | Prefabricated assembly type beam column node with toothed plates and assembly method thereof | |
| CN110820976A (en) | Assembly structure and method of damping damper, prefabricated pier joist and assembly type building | |
| KR100837263B1 (en) | Composite pile making method | |
| JP2017014713A (en) | Existing concrete structure reinforcement structure | |
| CN109057009A (en) | Novel prefabricated assembled concrete frame dry type node | |
| CN210086473U (en) | Assembly type dry connection node with multi-direction shock absorber | |
| CN207553359U (en) | Assembled ribbing steel plate shear force wall | |
| CN113982108A (en) | Prefabricated post and precast beam connected node and adopt beam column structure of this node | |
| CN113431187A (en) | Layered assembly type beam column node | |
| CN212026688U (en) | High-rise building shear wall barrel overhanging wall cap building structure | |
| CN211774532U (en) | Be provided with precast beam and beam column connection structure of subassembly that shears | |
| CN213269045U (en) | A consolidate wall body for house construction | |
| CN106906921B (en) | Damping wall utilizing wall dislocation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| 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 |
|
| CP02 | Change in the address of a patent holder | ||
| CP02 | Change in the address of a patent holder |
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. |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
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. |