CN108360710A - A kind of assembled damping wall of building structure - Google Patents
A kind of assembled damping wall of building structure Download PDFInfo
- Publication number
- CN108360710A CN108360710A CN201810093306.4A CN201810093306A CN108360710A CN 108360710 A CN108360710 A CN 108360710A CN 201810093306 A CN201810093306 A CN 201810093306A CN 108360710 A CN108360710 A CN 108360710A
- Authority
- CN
- China
- Prior art keywords
- bloom
- wallboard
- projecting block
- material layer
- column
- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
- E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
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- 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
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- 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
- E04H9/024—Structures with steel columns and beams
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
Abstract
The present invention relates to a kind of assembleds of building structure to damp wall, including is distributed up and down and first crossbeam disposed in parallel and second cross beam, left and right distribution and the first column disposed in parallel and the second column, the sequentially connected wallboard of polylith；The upper end of wallboard is connected to by the first flexible device on first crossbeam, and the lower end of wallboard is connected to by the second flexible device on second cross beam；The side of wallboard is equipped with groove, and the other side of wallboard is equipped with projecting block；T-type connection ladle includes integrally formed longitudinal bloom and lateral bloom, and third damper passes through the lateral bloom to connect successively, viscoelastic material layer and shearing bloom, viscoelastic material layer and shearing bloom to be fixed on projecting block；In the groove of projecting block and damper assembly the insertion adjacent wall board of wallboard, longitudinal bloom of wallboard is fixed in adjacent wallboard.The present invention has the effect of damping shock proof, belongs to house building technology field.
Description
Technical field
The present invention relates to the assembleds of house building technology field more particularly to a kind of building structure to damp wall.
Background technology
At home in existing house building technology, the wallboard of light house structure mainly with various building materials and mixes
Solidifying mound is built, and needs to consume many manpower and materials, and construction period is longer, and curing time has seasonality, keeps construction cost big
It is big to increase, it is weak from great and anti-seismic performance.
Invention content
For the technical problems in the prior art, the purpose of the present invention is：A kind of assembled of building structure is provided
Wall is damped, has the effect of damping shock proof.
In order to achieve the above object, the present invention adopts the following technical scheme that：
A kind of assembled of building structure damps wall, including is distributed up and down and first crossbeam disposed in parallel and second horizontal
Beam, left and right distribution and the first column disposed in parallel and the second column, the sequentially connected wallboard of polylith；The upper end of wallboard passes through
One flexible device is connected on first crossbeam, and the lower end of wallboard is connected to by the second flexible device on second cross beam；
The side of wallboard is equipped with groove, and the other side of wallboard is equipped with projecting block, and the first column is equipped with groove, and the second column is set
There is projecting block；Projecting block is equipped with damper assembly；Damper assembly includes T-type connection steel, viscoelastic material layer, shearing bloom and the
Three dampers；T-type connection ladle includes integrally formed longitudinal bloom and lateral bloom, third damper pass through the cross to connect successively
To bloom, viscoelastic material layer and shearing bloom, viscoelastic material layer and shearing bloom are fixed on projecting block；
In the groove of projecting block and damper assembly the insertion adjacent wall board of wallboard, longitudinal bloom of wallboard is fixed on adjacent
In wallboard；In the groove of projecting block and damper assembly the insertion adjacent wall board of second column, the wallboard adjacent with the first column
Longitudinal bloom is fixed in the groove of the first column.
It is further：The lower face of first crossbeam sets the L-type steel there are two strip, is bolted on first crossbeam
On two L-type steels form rectangular channel, the upper end of wallboard is equipped with upper projecting block, and upper projecting block is inserted into rectangular channel, upper projecting block
Rubber pad is equipped between two L-type steels；First flexible device passes through two L-type steels, upper projecting block and rubber pad；
The upper surface of second cross beam sets the L-type steel there are two strip, two L-types being bolted on second cross beam
Steel forms rectangular channel, and the lower end of wallboard is equipped with lower projecting block, and lower projecting block is inserted into rectangular channel, lower projecting block and two L-type steels
Between be equipped with rubber pad；Second flexible device passes through two L-type steels, lower projecting block and rubber pad.
It is further：The identical first flexible device of structure and the second flexible device include bolt and rubber bush, rubber sleeve
Jacket casing is on bolt.
It is further：The both sides of lateral bloom are equipped with viscoelastic material layer and shearing bloom, viscoelastic material layer
Side is in contact with shearing bloom, and the other side of viscoelastic material layer is in contact with transverse direction bloom, the both sides of lateral bloom with
Viscoelastic material layer is in contact.
It is further：Viscoelastic material layer and shearing bloom include an integrally formed transverse part and two longitudinal directions
Portion, two longitudinal directions portion are arranged in the both ends of transverse part, shearing bloom insertion viscoelastic material layer, one of shearing bloom
One of longitudinal portion and viscoelastic material layer longitudinal direction portion are bolted on projecting block.
It is further：Third damper includes bolt, gasket, rubber bush, backing plate, nut；Rubber bush is sleeved on
On bolt, rubber bush passes through the transverse part of shearing bloom, the transverse part of viscoelastic material layer, lateral bloom.
It is further：Longitudinal bloom of wallboard is bolted in adjacent wallboard, adjacent with the first column
Longitudinal bloom of wallboard is bolted in the groove of the first column.
It is further：Rubber pad is equipped in the groove of wallboard and in the groove of the first column.
Generally speaking, the invention has the advantages that：
1. the present invention reduces on-site construction time, reduces infrastructure and give surrounding ring in plant produced prefabricated panel
The influence that border is brought can be widely applied to the assembled wallboard of light house structure.
2. improving the shock resistance of wallboard, the antidetonation pressure of foundation is shared.
3. it is prefabricated using batch production, reduce overall cost.
4. viscoelastic material layer increases shock resistance.
Description of the drawings
Fig. 1 is the front view of this damping wall.
Fig. 2 is the sectional view at the places Figure 1A-A.
Fig. 3 is the sectional view at the places Figure 1B-B.
Fig. 4 is the explosive view of second cross beam, wallboard, L-type steel.
Fig. 5 is the partial schematic diagram of projecting block and damper assembly assembly.
Fig. 6 is the explosive view of damper assembly.
Specific implementation mode
Below in conjunction with the drawings and specific embodiments, the present invention will be further described in detail.
It is now attached to what is occurred in Figure of description for the ease of uniformly checking each reference numeral inside Figure of description
Icon note is unitedly described as follows：
1 is the first column, and 2 be the second column, and 3 be first crossbeam, and 4 be second cross beam, and 5 be L-type steel, and 6 be wallboard, and 7 are
Projecting block, 8 be damper assembly, and 9 be rubber pad, and 10 be upper projecting block, and 11 be lower projecting block, and 12 be groove, and 13 connect steel for T-type
Longitudinal bloom, 14 connect the lateral bloom of steel for T-type, and 15 be viscoelastic material layer, and 16 be shearing bloom, and 17 be viscoplasticity material
The transverse part of the bed of material, 18 be longitudinal portion of viscoelastic material layer, and 19 be the transverse part for shearing bloom, and 20 be the longitudinal direction for shearing bloom
Portion, 21 be bolt, and 22 be gasket, and 23 be rubber bush, and 24 be backing plate, and 25 be nut.
For sake of convenience, now hereafter described orientation is described as follows：Hereafter described front-rear direction up and down and Fig. 1
The projecting direction of itself is consistent, left and right directions, that is, horizontal direction, front-rear direction, that is, longitudinal direction.
In conjunction with shown in Fig. 1 to Fig. 6, a kind of assembled damping wall of building structure, including be distributed and be arranged in parallel up and down
First crossbeam and second cross beam, left and right distribution and the first column disposed in parallel and the second column, the sequentially connected wall of polylith
Plate.First crossbeam and second cross beam are arranged along horizontal direction, and first crossbeam is in top, and second cross beam is following.First column
It is arranged along vertical direction with the second column, the first column is on the left side, and the second column is on the right.The structure of all wallboards is the same
, all wallboards are connected in turn.The upper end of wallboard is connected to by the first flexible device on first crossbeam, the lower end of wallboard
It is connected on second cross beam by the second flexible device.
In conjunction with shown in Fig. 2, Fig. 3, Fig. 4, for any one block of wallboard：The right side of wallboard is equipped with groove, wallboard
Left side is equipped with projecting block, and projecting block is an entirety, the structure of one with wallboard.The right side of first column is equipped with groove,
The left side of second column is equipped with projecting block, and projecting block and the second column are an entirety, the structure of one.For all wallboards
On projecting block and the second column on projecting block for：Damper assembly is equipped on projecting block.Damper assembly includes T-type connection
Steel, viscoelastic material layer, shearing bloom and third damper；T-type connection ladle includes integrally formed longitudinal bloom and lateral steel
Block, third damper pass through the lateral bloom to connect successively, viscoelastic material layer and shearing bloom, viscoelastic material layer and shearing
Bloom is fixed on projecting block.
For the wallboard not being in contact with the first column：The projecting block and damper assembly of a certain wallboard are embedded in adjacent wall
In the groove of plate, longitudinal bloom on the wallboard is fixed in adjacent wallboard.The projecting block and damper assembly of second column are embedding
In the groove for entering adjacent wall board (wallboard of rightmost), longitudinal bloom on the second column is fixed on the groove of the wallboard of rightmost
Interior, longitudinal bloom of the wallboard adjacent with the first column is fixed in the groove of the first column, i.e., vertical on leftmost wallboard
It is fixed on to bloom in the groove of the first column.
In conjunction with shown in 2, Fig. 4, the lower face of first crossbeam sets the L-type steel there are two strip, and L-type steel is along left and right directions cloth
It sets, being fixed on two L-type steels on first crossbeam by high-strength bolt forms rectangular channel, and the upper end of wallboard is equipped with upper projecting block,
Upper projecting block is inserted into rectangular channel, and rubber pad is equipped between upper projecting block and two L-type steels；Rubber pad has wrapped upper protrusion
Block, the i.e. one side of rubber pad are in contact with upper projecting block, and the another side of rubber pad is in contact with L-type steel.All upper projecting blocks
It is in contact successively.First flexible device passes through two L-type steels, upper projecting block and rubber pad；First flexible device initially passes through a L-type
Steel is then passed through rubber pad, is then passed through projecting block, is then passed through rubber pad and another L-type steel, to the first flexible device by they
It links together.
The upper surface of second cross beam sets the L-type steel there are two strip, and L-type steel is arranged along left and right directions, passes through high-strength spiral shell
Bolt is fixed on two L-type steels on second cross beam and forms rectangular channel, and the lower end of wallboard is equipped with lower projecting block, and lower projecting block is inserted into square
In shape slot, rubber pad is equipped between lower projecting block and two L-type steels；Rubber pad has wrapped lower projecting block, i.e., the one of rubber pad
Face is in contact with lower projecting block, and the another side of rubber pad is in contact with L-type steel.All lower projecting blocks are in contact successively.Second
Flexible device passes through two L-type steels, lower projecting block and rubber pad；Second flexible device initially passes through a L-type steel, is then passed through rubber pad,
It is then passed through lower projecting block, is then passed through rubber pad and another L-type steel, to which the second flexible device links together them.
The identical first flexible device of structure and the second flexible device include bolt and rubber bush, and rubber bush is sleeved on bolt
On.Bolt uses high-strength bolt.Rubber bush can have a degree of deformation, and in of the invention, the rubber bush is mainly on a left side
There is certain deformation in right direction.
Referring to figs 5 and 6, the both sides of lateral bloom are equipped with viscoelastic material layer and shearing bloom, viscoelastic material
The side of layer is in contact with shearing bloom, and the other side of viscoelastic material layer is in contact with lateral bloom, the both sides of lateral bloom
It is in contact with viscoelastic material layer, i.e., the one side of lateral bloom is in contact with one of viscoelastic material layer, lateral steel
The another side of block is in contact with another viscoelastic material layer.
Viscoelastic material layer and shearing bloom include an integrally formed transverse part and two longitudinal directions portion, two longitudinal directions
Portion is arranged at the both ends of transverse part, and a transverse part and two longitudinal directions portion are generally in Qian font, transverse part and longitudinal direction portion
Extend along vertical direction.It shears in bloom insertion viscoelastic material layer, that is, the two longitudinal directions portion for shearing bloom is located at viscoelastic
Between two longitudinal directions portion of property material layer.Shear one of bloom longitudinal direction portion (longitudinal portion on the right) and viscoelastic material layer
One of longitudinal direction portion (longitudinal portion on the right) be bolted on projecting block, bolt use high-strength bolt.
Referring to figs 5 and 6, third damper includes bolt, gasket, rubber bush, backing plate, nut；Gasket, rubber
Sleeve, backing plate, nut are sleeved on bolt, and nut is tightened on bolt.After rubber bush is sleeved on bolt, rubber bush
Pass through one of that the shearing transverse part of bloom, the transverse part of one of viscoelastic material layer, lateral bloom, another cuts
Cut the transverse part of bloom, the transverse part of another viscoelastic material layer.To which third damper links together them.It should
Rubber bush can have a degree of deformation, and in of the invention, which mainly has one with upper and lower directions in left and right directions
Fixed deformation.
Longitudinal bloom of wallboard is bolted in adjacent wallboard, i.e., passes through longitudinal bloom and and wallboard with bolt
Mutually fixed, longitudinal bloom of the wallboard adjacent with the first column is bolted in the groove of the first column.Bolt uses
High-strength bolt.
It is equipped with rubber pad in the groove of wallboard and in the groove of the first column, such projecting block and damper assembly are directly and rubber
Rubber cushion is in contact.
The damping principle of this wall：When wall occur left and right directions it is mobile when, longitudinal bloom in damper assembly is solid
It is scheduled in the groove of left adjacent wallboard, and the shearing bloom and viscoelastic material layer in damper assembly are integrally fixed at projecting block
On, and rubber bush has certain deformability, therefore lateral bloom and shearing bloom have relatively in the lateral direction
Displacement, to make viscoelastic material layer that damping deformation occur, to play the effect of shock resistant damping.When wall occurs up and down
Direction it is mobile when, longitudinal bloom in damper assembly is integrally fixed in the groove of left adjacent wallboard, and in damper assembly
Shearing bloom and viscoelastic material layer be integrally fixed on projecting block, and rubber bush have certain deformability, therefore
Lateral bloom and shearing bloom have relative displacement in the up-down direction, to make damping occurs for viscoelastic material layer to become
Shape, to play the effect of shock resistant damping.Therefore this damping wall can play shock resistant damping with upper and lower directions in left and right directions
Effect.
Current shock resistant damping technology has to develop on a large scale very much, antidetonation seismic isolation technology largely apply to house foundation, bottom or
Setting forms the Seismic Isolation of Isolation Layer with integral reset function by laminated rubber damping bearing between substructure and superstructure, existing
Assembled steel reinforced concrete prefabricated shock resistant damping wallboard is transported to building-site and is pacified after molding is pre-machined in factory floor
Dress, greatly shortens the completion time of project.Molding can be pre-machined in factory floor in the wallboard and projecting block of the present invention, most important
It is that it is prefabrication, damper is installed in wallboard junction, and have viscoelastic material layer as auxiliary antidetonation, improves
Architectural complex anti-seismic performance greatly reduces the construction funds needed for antidetonation, and prefabricated panel may be reused, and meet modern society
The requirement for the environmentally protective and civilized construction that club advocates.Prefabricated panel ensures between prefabricated panel due to the characteristic of its own
Globality it is most important.Rubber pad can prevent rigid collision, wallboard to be made of Reinforced Concrete Materials.First column with most
The joint of the wallboard on the left side is equipped with waterproof layer, and the joint of the wallboard of the second column and rightmost is equipped with waterproof material
Layer.
The above embodiment is a preferred embodiment of the present invention, but embodiments of the present invention are not by above-described embodiment
Limitation, it is other it is any without departing from the spirit and principles of the present invention made by changes, modifications, substitutions, combinations, simplifications,
Equivalent substitute mode is should be, is included within the scope of the present invention.
Claims (8)
1. a kind of assembled of building structure damps wall, it is characterised in that：Including being distributed up and down and disposed in parallel first horizontal
Beam and second cross beam, left and right distribution and the first column disposed in parallel and the second column, the sequentially connected wallboard of polylith；Wallboard
Upper end is connected to by the first flexible device on first crossbeam, and the lower end of wallboard is connected to by the second flexible device on second cross beam；
The side of wallboard is equipped with groove, and the other side of wallboard is equipped with projecting block, and the first column is equipped with groove, and the second column is equipped with prominent
Go out block；Projecting block is equipped with damper assembly；Damper assembly includes T-type connection steel, viscoelastic material layer, shearing bloom and third resistance
Buddhist nun's device；T-type connection ladle includes integrally formed longitudinal bloom and lateral bloom, third damper pass through the lateral steel to connect successively
Block, viscoelastic material layer and shearing bloom, viscoelastic material layer and shearing bloom are fixed on projecting block；
In the groove of projecting block and damper assembly the insertion adjacent wall board of wallboard, longitudinal bloom of wallboard is fixed on adjacent wallboard
It is interior；In the groove of projecting block and damper assembly the insertion adjacent wall board of second column, the longitudinal direction of the wallboard adjacent with the first column
Bloom is fixed in the groove of the first column.
2. a kind of assembled of building structure described in accordance with the claim 1 damps wall, it is characterised in that：Under first crossbeam
End face sets the L-type steel there are two strip, and two L-type steels being bolted on first crossbeam form rectangular channel, wallboard
Upper end is equipped with upper projecting block, and upper projecting block is inserted into rectangular channel, and rubber pad is equipped between upper projecting block and two L-type steels；First
Flexible device passes through two L-type steels, upper projecting block and rubber pad；
The upper surface of second cross beam sets the L-type steel there are two strip, two L-type steel shapes being bolted on second cross beam
The lower end of rectangular slot, wallboard is equipped with lower projecting block, and lower projecting block is inserted into rectangular channel, between lower projecting block and two L-type steels
Equipped with rubber pad；Second flexible device passes through two L-type steels, lower projecting block and rubber pad.
3. a kind of assembled of building structure damps wall according to claim 2, it is characterised in that：Structure identical
One flexible device and the second flexible device include bolt and rubber bush, and rubber bush is sleeved on bolt.
4. a kind of assembled of building structure described in accordance with the claim 1 damps wall, it is characterised in that：The two of lateral bloom
Side is equipped with viscoelastic material layer and shearing bloom, and the side of viscoelastic material layer is in contact with shearing bloom, viscoelastic material
The other side of layer is in contact with lateral bloom, and the both sides of lateral bloom are in contact with viscoelastic material layer.
5. a kind of assembled of building structure described in accordance with the claim 1 damps wall, it is characterised in that：Viscoelastic material layer
Include an integrally formed transverse part and two longitudinal directions portion with shearing bloom, two longitudinal directions portion is arranged the two of transverse part
End, shearing bloom are embedded in viscoelastic material layer, shear wherein the one of one of bloom longitudinal direction portion and viscoelastic material layer
A longitudinal direction portion is bolted on projecting block.
6. a kind of assembled of building structure damps wall according to claim 5, it is characterised in that：Third damper packet
Include bolt, gasket, rubber bush, backing plate, nut；Rubber bush is sleeved on bolt, and rubber bush passes through the cross of shearing bloom
To portion, the transverse part of viscoelastic material layer, lateral bloom.
7. a kind of assembled of building structure described in accordance with the claim 1 damps wall, it is characterised in that：Longitudinal steel of wallboard
Block is bolted in adjacent wallboard, and longitudinal bloom of the wallboard adjacent with the first column is bolted on first
In the groove of column.
8. a kind of assembled of building structure described in accordance with the claim 1 damps wall, it is characterised in that：In the groove of wallboard
With in the groove of the first column be equipped with rubber pad.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810093306.4A CN108360710B (en) | 2018-01-31 | 2018-01-31 | Assembled damping wall body of building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810093306.4A CN108360710B (en) | 2018-01-31 | 2018-01-31 | Assembled damping wall body of building structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108360710A true CN108360710A (en) | 2018-08-03 |
| CN108360710B CN108360710B (en) | 2023-08-04 |
Family
ID=63007335
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810093306.4A Active CN108360710B (en) | 2018-01-31 | 2018-01-31 | Assembled damping wall body of building structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN108360710B (en) |
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| CN109113209A (en) * | 2018-08-29 | 2019-01-01 | 广州大学 | A kind of drawing seam damping structure |
| CN110219391A (en) * | 2019-06-21 | 2019-09-10 | 华南理工大学 | A kind of fabricated shear wall and construction method |
| CN112081271A (en) * | 2020-09-11 | 2020-12-15 | 河北润达石化工程建设有限公司 | Assembled steel plate shear wall and construction method thereof |
| CN112832366A (en) * | 2020-12-31 | 2021-05-25 | 河南省腾程建筑工程有限公司 | Fabricated earthquake-resistant building and installation method thereof |
| CN114737696A (en) * | 2022-04-20 | 2022-07-12 | 广州大学 | Vertical prefabricated shock attenuation wall structure |
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| CN109113209A (en) * | 2018-08-29 | 2019-01-01 | 广州大学 | A kind of drawing seam damping structure |
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| CN112832366A (en) * | 2020-12-31 | 2021-05-25 | 河南省腾程建筑工程有限公司 | Fabricated earthquake-resistant building and installation method thereof |
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| CN114737696A (en) * | 2022-04-20 | 2022-07-12 | 广州大学 | Vertical prefabricated shock attenuation wall structure |
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| Publication number | Publication date |
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| CN108360710B (en) | 2023-08-04 |
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