CN203626084U - Assembly type building block damping wall - Google Patents
Assembly type building block damping wall Download PDFInfo
- Publication number
- CN203626084U CN203626084U CN201320808342.7U CN201320808342U CN203626084U CN 203626084 U CN203626084 U CN 203626084U CN 201320808342 U CN201320808342 U CN 201320808342U CN 203626084 U CN203626084 U CN 203626084U
- Authority
- CN
- China
- Prior art keywords
- building block
- rubber tile
- punches
- holes
- gypsum
- 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.)
- Expired - Fee Related
Links
- 238000013016 damping Methods 0.000 title claims abstract description 14
- 229910052602 gypsum Inorganic materials 0.000 claims abstract description 19
- 239000010440 gypsum Substances 0.000 claims abstract description 19
- 238000004080 punching Methods 0.000 claims description 10
- 239000003292 glue Substances 0.000 claims description 4
- LENZDBCJOHFCAS-UHFFFAOYSA-N tris Chemical compound OCC(N)(CO)CO LENZDBCJOHFCAS-UHFFFAOYSA-N 0.000 claims description 4
- 239000011449 brick Substances 0.000 claims description 3
- 239000011464 hollow brick Substances 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims description 3
- 238000010030 laminating Methods 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 3
- 230000021715 photosynthesis, light harvesting Effects 0.000 abstract 3
- 238000003491 array Methods 0.000 abstract 1
- 239000000945 filler Substances 0.000 abstract 1
- 230000003584 silencer Effects 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000001568 sexual effect Effects 0.000 description 1
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
An assembly type building block damping wall belongs to the technical field of civil engineering energy dissipation and vibration damping and mainly comprises gypsum buckling plates (3), a rubber plate (4) containing holes and building blocks (5). The building blocks (5) are arranged in the holes of the rubber plate (4) containing the holes and fastened on beam columns around via fixing bolts (6); two ends of the building blocks (5) extend out of the holes (9), so rows and arrays of protrusions (8) are formed on two surfaces of the rubber plate (4) containing the holes; corresponding buckling plate grooves (7) are manufactured on the gypsum buckling plates (3) according to the protrusions (8) on the two surfaces of the rubber plate (4) containing the holes; the rubber plate (4) containing the holes is tightly covered with a front and a back gypsum buckling plates (3); and the assembly type building block damping wall is arranged a framework unit to act as a silencer and a filler wall. When an earthquake happens, energy dissipation and vibration damping are achieved for a building structure via earthquake energy dissipation, so seismic resisting ability of an overall building structure is strengthened; and the assembly type building block damping wall is an energy dissipater with high efficiency, convenient construction and easy promotion.
Description
Technical field
The utility model relates to civil engineering energy-dissipating and shock-absorbing technical field, is a kind of assembled building block damping wall.
Background technology
Energy-dissipating and shock-absorbing technology is as a kind of new technology developing rapidly; by sinker is set to increase structural damping at the suitable position of building structure; absorb seismic energy, thereby reduce the reaction of building structure under geological process, to reach the object of protection basic structure.Energy-dissipating and shock-absorbing technology in vibration isolation field and field of reinforcement all become main research direction.
In succession research and develop and applied at present multiple sinker both at home and abroad, as viscosity sinker, viscoelastic sexual type sinker, friction-type sinker, metal yield type sinker etc.But mostly these sinkers are to be applied to separately the non-structural element in building structure, often take the too high use cost that improves structure of structure usable floor area or cost because volume is excessive, therefore, energy-dissipating and shock-absorbing technology could not be used widely.
Utility model content
In order to address the above problem, the utility model provides a kind of assembled building block damping wall, is made up of Vierendeel girder, frame column, gypsum buckle and the rubber tile that punches; The rubber tile that punches is made up of rubber, and the frame beam column unit of its overall dimensions and Vierendeel girder and frame column composition is suitable, and the surrounding of the rubber tile that punches is anchored on Vierendeel girder and frame column with set bolt; The rectangle of reserved neat many rows multiple row on rubber tile that punches punches; The undersized punching is in the size of building block, by building block through punching, and in being arranged on and punching; The two ends of building block exceed and punch, and the two sides of the rubber tile that makes to punch forms many row's multiple row projections; Gypsum buckle is made corresponding buckle groove according to the projection on rubber tile two sides of punching, and former and later two gypsum buckles will punch in the middle of rubber tile is closely fastened on; Make it tightr with the laminating of the rubber tile that punches at buckle groove smearing structure glue.
The rubber tile size that punches should be a bit larger tham the frame beam column unit being made up of Vierendeel girder and frame column, contributes to punch rubber tile close installation in frame beam column unit.
The building block using can be loam brick or concrete block or hollow brick.
The beneficial effects of the utility model are: in the time suffering geological process, inner body of wall plays energy-dissipating and shock-absorbing effect, and seismic energy is mainly dissipated by the rubber tile that punches; When geological process, the damage of can not ftractureing of inner body of wall, the damage of can ftractureing of gypsum buckling plate, but can after shake, change, do not affect the appearance.The utility model kind cost is low, easy construction.
Accompanying drawing explanation
Fig. 1 is the rubber tile structural representation that punches.
Fig. 2 is that gypsum buckle is installed front side elevational schematic view.
1 Vierendeel girder in figure, 2 frame columns, 3 gypsum buckling plates, 4 rubber tiles that punch, 5 building blocks, 6 set bolts, 7 buckle grooves, 8 projections, 9 punch.
The specific embodiment
Describe the specific embodiment of the present utility model in detail below in conjunction with technical scheme and accompanying drawing:
Assembled building block damping wall, is made up of Vierendeel girder 1, frame column 2, gypsum buckle 3 and the rubber tile 4 that punches; The rubber tile 4 that punches is made up of rubber, and its overall dimensions is suitable with the frame beam column unit that Vierendeel girder 1 and frame column 2 form, and the surrounding set bolt 6 of the rubber tile 4 that punches is anchored on Vierendeel girder 1 and frame column 2; The rectangle of reserved neat many rows multiple row on rubber tile 4 that punches punches 9; Punch 9 undersized in the size of building block 5, building block 5, through punching 9, and is arranged on and is punched in 9; The two ends of building block 5 exceed and punch 9, and the two sides of the rubber tile 4 that makes to punch forms many row's multiple row projections 8; Gypsum buckle 3 is made corresponding buckle groove 7 according to the projection 8 on rubber tile 4 two sides that punch, and former and later two gypsum buckles 3 will punch in the middle of rubber tile 4 is closely fastened on; Make it tightr with the laminating of the rubber tile 4 that punches at buckle groove 7 place's smearing structure glue.
The building block 5 using can be loam brick or concrete block or hollow brick etc.
Concrete implementation process is:
According to frame unit wall size at produce in factory punch rubber tile 4 and gypsum buckling plate 3, the size that the size of rubber tile 4 of wherein punching should be a bit larger tham frame unit wall, and the size of gypsum buckling plate 3 should be made in strict accordance with frame unit wall size, the projection 8 producing according to used building block 5 is processed corresponding buckle groove 7 on gypsum buckling plate 2; 9 sizes that punch of rubber tile 4 of punching should be slightly smaller than used building block 5.
2. the rubber tile 4 that will punch is at the construction field (site) installed to frame unit within the walls, and surrounding is anchored on Vierendeel girder 1 and frame column 2 by set bolt 6, and building block 5 is installed into and punches 9.
3. gypsum buckling plate 3 and the rubber tile 4 that punches are closely fastened, can increase by smearing structure glue the adhesion stress of the two.
Claims (3)
1. assembled building block damping wall, is characterized in that being made up of Vierendeel girder (1), frame column (2), gypsum buckle (3) and the rubber tile that punches (4); The rubber tile (4) that punches is made up of rubber, and the frame beam column unit of its overall dimensions and Vierendeel girder (1) and frame column (2) composition is suitable, and the set bolt for surrounding (6) of the rubber tile that punches (4) is anchored on Vierendeel girder (1) and frame column (2); The rectangle of the upper reserved neat many rows multiple row of the rubber tile (4) that punches punch (9); Punch the undersized of (9) in the size of building block (5), building block (5), through punching (9), and is arranged on and is punched in (9); The two ends of building block (5) exceed punch (9), and the two sides of the rubber tile (4) that makes to punch forms many row's multiple row projections (8); Gypsum buckle (3) is made corresponding buckle groove (7) according to the projection (8) on rubber tile (4) two sides of punching, and former and later two gypsum buckles (3) will punch in the middle of rubber tile (4) is closely fastened on; Locating smearing structure glue at buckle groove (7) makes it tightr with the laminating of the rubber tile (4) that punches.
2. assembled building block damping wall according to claim 1, rubber tile (4) size that it is characterized in that punching should be a bit larger tham the frame beam column unit being made up of Vierendeel girder (1) and frame column (2), contributes to the rubber tile that punches (4) close installation in frame beam column unit.
3. assembled building block damping wall according to claim 1, is characterized in that the building block (5) using can be loam brick or concrete block or hollow brick.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320808342.7U CN203626084U (en) | 2013-12-09 | 2013-12-09 | Assembly type building block damping wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320808342.7U CN203626084U (en) | 2013-12-09 | 2013-12-09 | Assembly type building block damping wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203626084U true CN203626084U (en) | 2014-06-04 |
Family
ID=50812575
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320808342.7U Expired - Fee Related CN203626084U (en) | 2013-12-09 | 2013-12-09 | Assembly type building block damping wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203626084U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103643752A (en) * | 2013-12-09 | 2014-03-19 | 大连理工大学 | Assembled building block damping wall |
| ES2963020A1 (en) * | 2023-11-06 | 2024-03-22 | Univ Valencia Politecnica | NON-STRUCTURAL, SEISMICALLY INSULATED CONSTRUCTION PLATE AND NON-STRUCTURAL, SEISMICALLY ISOLATED CONSTRUCTION PANEL WHICH COMPRISES SAID PLATE (Machine-translation by Google Translate, not legally binding) |
-
2013
- 2013-12-09 CN CN201320808342.7U patent/CN203626084U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103643752A (en) * | 2013-12-09 | 2014-03-19 | 大连理工大学 | Assembled building block damping wall |
| ES2963020A1 (en) * | 2023-11-06 | 2024-03-22 | Univ Valencia Politecnica | NON-STRUCTURAL, SEISMICALLY INSULATED CONSTRUCTION PLATE AND NON-STRUCTURAL, SEISMICALLY ISOLATED CONSTRUCTION PANEL WHICH COMPRISES SAID PLATE (Machine-translation by Google Translate, not legally binding) |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102912896B (en) | Separate type steel plate shear force wall | |
| CN103835387A (en) | Assembly-type frame structure joint friction damper | |
| CN201901959U (en) | Novel tensile and compressive energy consumption damper | |
| CN104775534A (en) | Vibration-reducing and energy-consuming column device of assembled foamed aluminum composite material | |
| CN203626084U (en) | Assembly type building block damping wall | |
| CN202809885U (en) | Energy dissipation wall structure | |
| CN104790563A (en) | Foam steel board shear wall structure | |
| CN206681199U (en) | Damping stereotype concrete wall with radiation proof function | |
| CN102155056B (en) | Wall-type metal torsion-shear damper | |
| CN103643752A (en) | Assembled building block damping wall | |
| CN103883027A (en) | Composite shear wall formed by embedding energy-dissipation bars between frame and wall with inbuilt steel plate and construction method | |
| CN205153210U (en) | Easy sliding pressure type steel plate concrete restraint steel sheet shear force wall | |
| CN203361759U (en) | Assembly type prefabricated environment-friendly enclosure wall | |
| CN201933427U (en) | Acoustic panel for cement noise barrier | |
| CN203891258U (en) | Built-in steel-plate shear wall steel structure system of assembly type steel-pipe concrete combination column frame | |
| CN104196145A (en) | Energy-dissipation and shock-absorption damper component of earthquake-resistant building | |
| CN203160448U (en) | Zigzag steel plate damper | |
| CN205777792U (en) | The T-shaped antivibrator of precast construction node energy-dissipating and shock-absorbing | |
| CN204491883U (en) | A kind of assembling energy consumption steel plate shear wall | |
| CN203742015U (en) | Friction damper for prefabricatedframe structure nodes | |
| CN203499054U (en) | Energy dissipation and seismic mitigation shear wall with wood supports | |
| CN103883035B (en) | Shear wall formed by embedding energy-dissipation bars between frame and wall with inbuilt multiple H-shaped steel plates and construction method | |
| CN202031194U (en) | Wall type combined metal damper | |
| CN202627543U (en) | Frame beam main reinforcement fixing device | |
| CN204940530U (en) | A kind of damping type steel structure node component |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140604 |