CN203626084U - Assembly type building block damping wall - Google Patents

Assembly type building block damping wall Download PDF

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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
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China
Prior art keywords
building block
rubber tile
punches
gypsum
holes
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Active
Application number
CN201320808342.7U
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Chinese (zh)
Inventor
李钢
张宇
李宏男
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Dalian University of Technology
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Dalian University of Technology
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Priority to CN201320808342.7U priority Critical patent/CN203626084U/en
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Publication of CN203626084U publication Critical patent/CN203626084U/en
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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

Assembled building block damping wall
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.
Rubber tile 4 sizes that punch should be a bit larger tham the frame beam column unit being made up of Vierendeel girder 1 and frame column 2, contribute to punch rubber tile 4 close installation in frame beam column unit.
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.
CN201320808342.7U 2013-12-09 2013-12-09 Assembly type building block damping wall Active CN203626084U (en)

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

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320808342.7U Active CN203626084U (en) 2013-12-09 2013-12-09 Assembly type building block damping wall

Country Status (1)

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CN (1) CN203626084U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
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

Cited By (1)

* Cited by examiner, † Cited by third party
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

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