CN205713379U - A kind of shock-absorbing building - Google Patents
A kind of shock-absorbing building Download PDFInfo
- Publication number
- CN205713379U CN205713379U CN201620139436.3U CN201620139436U CN205713379U CN 205713379 U CN205713379 U CN 205713379U CN 201620139436 U CN201620139436 U CN 201620139436U CN 205713379 U CN205713379 U CN 205713379U
- Authority
- CN
- China
- Prior art keywords
- floor
- layer
- bar shaped
- shock
- wall
- 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
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Building Environments (AREA)
Abstract
The utility model discloses a kind of shock-absorbing building, floor is arranged on the upper end of Vierendeel girder by connector, and it is provided with clearance layer between the edge of floor with the body of wall being connected or cylinder, the first inserts it is filled with in clearance layer, connector includes the spring layer being sequentially connected, flexible glue layer and sliding layer, spring layer is fixing with floor to be connected, sliding layer and the Vierendeel girder slidable connection of lower floor, wall between being provided with in length and breadth between floor and the Vierendeel girder on upper strata, between in length and breadth, wall is assembled by shock-damping connector by vertical bar shaped securing plate, shock-damping connector includes fixed block, damping spring group and sliding shoe, fixed block side is fixing with bar shaped securing plate to be connected, opposite side is connected by damping spring group sliding shoe, sliding shoe and bar shaped securing plate slidable connection, bar shaped securing plate side is provided with the chute matched with sliding shoe.This utility model is worked in coordination with many aspects and is carried out the buffering of shaking force, thus has reached good damping effect, and has self-recovery function in certain amplitude.
Description
Technical field
This utility model relates to building field, is specifically related to a kind of shock-absorbing building.
Background technology
Building destruction in earthquake is the most serious disaster that the mankind are caused by earthquake.Building is resisted
Shake requirement is one of most important factor in Architectural Structure Design.Aseismic Design substantially requires building
Whole system and structural knot etc. are all had a strict demand for this by design-build the most strong, but theoretical and
It was verified that so increase many quantities simply to strengthen building cost, it is not to improve anti seismic efficiency
Unique direction.Reasonably flexible construction allows non-principal position to ftracture under seismic force effects, possible specific rigidity
Building has more preferable effect, and the cost of rigidity building is significantly larger than the cost of flexible construction.
Frame system can be only formed bigger and open use space, and frame system is widely adopted, market,
Exhibition center, school's this kind of personnel comparatively dense building through frequently with framework or part frame system, because of frame body
The ability of system's opposing horizontal loading, can cause the biggest destruction in earthquake, cause serious lives and properties
Loss.
Earthquake is because of the huge sole mass of building to the destruction of building, then the acceleration formed by earthquake
And what the seismic force produced caused.The structure such as basis, wall, post beam, floor in framework and part frame system,
It is a part for composition anti-seismic structure, because the huge quality of self becomes, earthquake forms seismic force again
Destructive factor.Final stage supporting structure during wherein floor is this structural system, because of the relatively Daheng lotus of floor self,
The most directly assume responsibility for the almost all lotus alive of building, it is believed that in the effect of horizontal seismic force
Under, the floor elevation location at its place is applied with the horizontal thrust of concentration to building, because of floor and wall,
Post, beam water and are integrated or are seamlessly close together, thus occur earthquake time this concentration power suddenly,
Collide building instantaneously and produce destruction.
Utility model content
For solving the problems referred to above, this utility model provides a kind of shock-absorbing building, and collaborative many aspects are carried out
The buffering of shaking force, thus reached good damping effect, and there is in certain amplitude self-recovery merit
Energy.
For achieving the above object, the technical scheme that this utility model is taked is:
A kind of shock-absorbing building, including by body of wall, cylinder and Vierendeel girder building body pouring frame, also includes floor,
Floor is arranged between the upper end of Vierendeel girder, and the edge of floor with the body of wall being connected or cylinder by connector
It is provided with clearance layer, in clearance layer, is filled with the first inserts, spring layer that connector includes being sequentially connected, soft
Glue-line and sliding layer, spring layer is fixing with floor to be connected, sliding layer and the Vierendeel girder slidable connection of lower floor,
Wall between being provided with in length and breadth between floor and the Vierendeel girder on upper strata, in length and breadth between wall by vertical bar shaped securing plate by subtracting
Shake connector is assembled, and shock-damping connector includes fixed block, damping spring group and sliding shoe, fixed block one
Side is fixing with bar shaped securing plate to be connected, and opposite side is connected by damping spring group sliding shoe, sliding shoe and bar
Shape securing plate slidable connection, bar shaped securing plate side is provided with the chute matched with sliding shoe, and bar shaped is reinforced
Plate inner bottom part is provided with base plate, and top is provided with top board, and the area of base plate is less than the area of top board, base plate and top board
Between space be cast with concrete strengthening body, be provided with in concrete strengthening body some reinforcements and
Strut, reinforcement and support bar are arranged in a mutually vertical manner, and the outside of concrete strengthening body is provided with antiseepage bitumen layer,
Being provided with 37 lime earth layer between base plate and concrete strengthening body, the upper and lower minor face of bar shaped securing plate is middle evagination
Structure, the outer male structure of the upper minor face of bar shaped securing plate is connected with the Vierendeel girder point on upper strata, bar shaped securing plate
The outer male structure of lower minor face is connected with floor point, in length and breadth between leave between wall and body of wall and cylinder certain between
Gap, is filled with the second inserts in gap.
Preferably, described base plate and top board are quenched nickelclad.
Preferably, described floor is connecting plate, for precast floor slab or cast in situs floor.
Preferably, described first inserts and the second inserts are surface uniform application the Margarita of rubber layer
Rock.
Preferably, being filled with basalt fibre and steel fibre in described concrete strengthening body, loading is
15kg/m3, length of steel fiber 30mm, diameter 0.5mm.
Preferably, pour in floor between described spring layer one end.
Preferably, damping spring group two ends pour respectively in fixed block and sliding shoe, and pass through high-efficiency fireproof
Glue is reinforced.
This utility model has the advantages that
When an earthquake occurs, concentrate the floor of bigger quality, create powerful horizontal impulsive contact force, floor
Slide along Vierendeel girder, the inserts of extruding margin, drive simultaneously assembled in length and breadth between wall, the shearing of generation makes
Between in length and breadth, the bar shaped securing plate of wall is slided relatively along spelling chute, and floor slides along Vierendeel girder, and assembled bar shaped adds
Gu plate shearing slip, and floor extrusion packing material all consumes the energy of eaerthquake damage, and back and forth rocking
In constantly consume eaerthquake damage energy, and floor is delayed and collides building, by spreading upon Margarita
Impulsive contact force is buffered by the rubber layer outside rock, makes earthquake be greatly lowered the destructiveness of building,
On the one hand vibrations are buffered by spring layer and the setting of damping spring group simultaneously, on the other hand make whole
Individual building has the ability of self-recovery, and bar shaped securing plate simultaneously is internal uses up big and down small shape, improves
The position of centre of gravity of securing plate, further increases damping effect, the use of resin fibre band so that whole
The cushioning ability of building is improved again.
Accompanying drawing explanation
Fig. 1 is the structural representation of a kind of shock-absorbing building of this utility model embodiment.
Fig. 2 is the structural representation of connector in this utility model embodiment.
Fig. 3 is the structural representation of this utility model embodiment shock-damping connector.
Fig. 4 is the structural representation of bar shaped securing plate in this utility model embodiment.
Detailed description of the invention
In order to make the purpose of this utility model and advantage clearer, below in conjunction with embodiment to this practicality
Novel it is further elaborated.Should be appreciated that specific embodiment described herein is only in order to explain
This utility model, is not used to limit this utility model.
As Figure 1-4, this utility model embodiment provides a kind of shock-absorbing building, including by body of wall 1,
Cylinder 2 and 8th floors body pouring frames of Vierendeel girder, also include that floor 7, floor 7 are arranged on framework by connector 9
It is provided with clearance layer, in clearance layer between the upper end of beam 8, and the edge of floor 7 with the body of wall 1 being connected or cylinder 2
Being filled with the first inserts 3, connector 9 includes spring layer 91, flexible glue layer 92 and the sliding layer 93 being sequentially connected,
Spring layer 91 and floor 7 is fixing to be connected, Vierendeel girder 8 slidable connection of sliding layer 93 and lower floor, floor 7 and
Wall between being provided with in length and breadth between the Vierendeel girder 8 on upper strata, in length and breadth between wall by vertical bar shaped securing plate 4 by damping even
Fitting 10 is assembled, and shock-damping connector 10 includes fixed block 101, damping spring group 102 and sliding shoe 103,
Fixed block 101 side is fixing with bar shaped securing plate 4 to be connected, and opposite side is connected by damping spring group 102 cunning
Motion block 103, sliding shoe 103 and bar shaped securing plate 4 slidable connection, bar shaped securing plate 4 side is provided with and slides
The chute that block 103 matches, bar shaped securing plate 4 inner bottom part is provided with base plate 41, and top is provided with top board 42, base plate
The area of 41 is less than the area of top board 42, and the space between base plate 41 and top board 42 is cast with concrete strengthening body
43, concrete strengthening body 43 is provided with some reinforcements 44 and support bar 45, reinforcement 44 and support
Bar 45 is arranged in a mutually vertical manner, and the outside of concrete strengthening body 43 is provided with antiseepage bitumen layer 46, and base plate 41 is with mixed
Being provided with 37 lime earth layer 47 between solidifying soil reinforcing body 43, bar shaped securing plate about 4 minor face is middle outer umbo
Structure 5, the outer male structure 5 of the upper minor face of bar shaped securing plate 4 is connected with the Vierendeel girder on upper strata 8, bar shaped securing plate
The outer male structure 5 of the lower minor face of 4 is connected with 7, floor, in length and breadth between leave one between wall and body of wall 1 and cylinder 2
Fixed gap, is filled with the second inserts 6 in gap.
Preferably, described base plate 41 and top board 42 are quenched nickelclad.
Preferably, described floor 7 is connecting plate, for precast floor slab or cast in situs floor.
Preferably, described first inserts 3 and the second inserts 6 are surface uniform application and have the treasure of rubber layer
Zhu Yan.
Preferably, being filled with basalt fibre and steel fibre in described concrete strengthening body 43, loading is
15kg/m3, length of steel fiber 30mm, diameter 0.5mm.
Preferably, pour in floor 7 between described spring layer 91 one end.
Preferably, damping spring group 102 two ends pour respectively in fixed block 101 and sliding shoe 103, and
Reinforced by high-efficiency fireproof glue.
Originally it is embodied as when an earthquake occurs, having concentrated the floor of bigger quality, creates powerful level punching
Hitting power, floor slides along Vierendeel girder, the inserts of extruding margin, drive simultaneously assembled in length and breadth between wall, produce
Between raw shearing makes in length and breadth, the bar shaped securing plate of wall is slided relatively along spelling chute, and floor slides along Vierendeel girder, spells
The bar shaped securing plate shearing slip of dress, and floor extrusion packing material all consumes the energy of eaerthquake damage, and
Constantly consume eaerthquake damage energy at the reciprocal disorder of internal organs that shakes, and floor is delayed and collides building, passes through
Impulsive contact force is buffered by the rubber layer spread upon outside perlite, makes the earthquake destructiveness to building
It is greatly lowered, simultaneously spring layer and the setting of damping spring group, on the one hand vibrations is buffered, another
Aspect makes whole building have the ability of self-recovery, and the internal employing of bar shaped securing plate simultaneously is up big and down small
Shape, improves the position of centre of gravity of securing plate, further increases damping effect, the use of resin fibre band,
The cushioning ability making whole building is improved again.
The above is only preferred implementation of the present utility model, it is noted that for the art
For those of ordinary skill, on the premise of without departing from this utility model principle, it is also possible to make some improvement
And retouching, these improvements and modifications also should be regarded as protection domain of the present utility model.
Claims (7)
1. a shock-absorbing building, waters including by body of wall (1), cylinder (2) and Vierendeel girder (8) building body
Building framework, it is characterised in that also include floor (7), floor (7) is arranged on by connector (9)
Between the upper end of Vierendeel girder (8), and the edge of floor (7) with the body of wall (1) being connected or cylinder (2)
Being provided with clearance layer, be filled with the first inserts (3) in clearance layer, connector (9) includes being sequentially connected
Spring layer (91), flexible glue layer (92) and sliding layer (93), spring layer (91) is solid with floor (7)
Fixed connection, sliding layer (93) and Vierendeel girder (8) slidable connection of lower floor, floor (7) and upper strata
Wall between being provided with in length and breadth between Vierendeel girder (8), in length and breadth between wall passed through damping by vertical bar shaped securing plate (4)
Connector (10) is assembled, and shock-damping connector (10) includes fixed block (101), damping spring group
And sliding shoe (103) (102), fixed block (101) side is fixing with bar shaped securing plate (4) to be connected,
Opposite side is connected by damping spring group (102) has sliding shoe (103), sliding shoe (103) to add with bar shaped
Gu plate (4) slidable connection, bar shaped securing plate (4) side is provided with matches with sliding shoe (103)
Chute, bar shaped securing plate (4) inner bottom part is provided with base plate (41), and top is provided with top board (42), base plate (41)
Area less than the area of top board (42), the space between base plate (41) and top board (42) is cast with mixed
Solidifying soil reinforcing body (43), is provided with some reinforcements (44) in concrete strengthening body (43) and props up
Strut (45), reinforcement (44) and support bar (45) are arranged in a mutually vertical manner, concrete strengthening body (43)
Outside be provided with antiseepage bitumen layer (46), between base plate (41) and concrete strengthening body (43) arrange
Having 37 lime earth layer (47), bar shaped securing plate (4) minor face up and down is middle outer male structure (5), bar shaped
The outer male structure (5) of the upper minor face of securing plate (4) is connected with Vierendeel girder (8) point on upper strata, and bar shaped adds
Gu the outer male structure (5) of the lower minor face of plate (4) is connected with floor (7) point, in length and breadth between wall and body of wall (1)
And leave certain gap between cylinder (2), it is filled with the second inserts (6) in gap.
A kind of shock-absorbing building the most according to claim 1, it is characterised in that described base plate (41)
It is quenched nickelclad with top board (42).
A kind of shock-absorbing building the most according to claim 1, it is characterised in that described floor (7)
For connecting plate, for precast floor slab or cast in situs floor.
A kind of shock-absorbing building the most according to claim 1, it is characterised in that described first inserts
(3) and the second inserts (6) is surface uniform application the perlite of rubber layer.
A kind of shock-absorbing building the most according to claim 1, it is characterised in that described concrete strengthening
Body is filled with basalt fibre and steel fibre in (43), and loading is 15kg/m3, length of steel fiber 30mm,
Diameter 0.5mm.
A kind of shock-absorbing building the most according to claim 5, it is characterised in that described spring layer (91)
Pour between one end in floor (7).
A kind of shock-absorbing building the most according to claim 5, it is characterised in that damping spring group (102)
Two ends pour respectively in fixed block (101) and sliding shoe (103), and are reinforced by high-efficiency fireproof glue.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620139436.3U CN205713379U (en) | 2016-02-24 | 2016-02-24 | A kind of shock-absorbing building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620139436.3U CN205713379U (en) | 2016-02-24 | 2016-02-24 | A kind of shock-absorbing building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205713379U true CN205713379U (en) | 2016-11-23 |
Family
ID=57334993
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620139436.3U Expired - Fee Related CN205713379U (en) | 2016-02-24 | 2016-02-24 | A kind of shock-absorbing building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205713379U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106758809A (en) * | 2017-03-12 | 2017-05-31 | 孙云明 | A kind of liftable guardrail device for municipal bridge |
| CN107587627A (en) * | 2017-08-29 | 2018-01-16 | 重庆科技学院 | A kind of assembled architecture wall damping frame |
| CN113047496A (en) * | 2021-03-18 | 2021-06-29 | 中南建筑设计院股份有限公司 | Sliding damping floor slab |
| CN113089866A (en) * | 2021-03-18 | 2021-07-09 | 兰州大学 | Civil engineering shock attenuation component |
-
2016
- 2016-02-24 CN CN201620139436.3U patent/CN205713379U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106758809A (en) * | 2017-03-12 | 2017-05-31 | 孙云明 | A kind of liftable guardrail device for municipal bridge |
| CN107587627A (en) * | 2017-08-29 | 2018-01-16 | 重庆科技学院 | A kind of assembled architecture wall damping frame |
| CN113047496A (en) * | 2021-03-18 | 2021-06-29 | 中南建筑设计院股份有限公司 | Sliding damping floor slab |
| CN113089866A (en) * | 2021-03-18 | 2021-07-09 | 兰州大学 | Civil engineering shock attenuation component |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205713379U (en) | A kind of shock-absorbing building | |
| CN103866687B (en) | A kind of energy-consumption self-resetting bridge pier column structure | |
| CN102979179B (en) | The pipe-reinforced concrete superimposed frame structure system of a kind of steel | |
| CN104405084B (en) | The dual concrete filled steel tube anti-earthquake and construction method of built-in rubber mixture | |
| CN208201911U (en) | A kind of assembled ecological permeable concrete retaining wall | |
| CN109898691A (en) | A kind of damping earthing type assembled steel reinforced concrete tuning quality damping wall | |
| CN206034648U (en) | Huge truss of energy dissipation shock attenuation hangs steel frame system | |
| CN102561174B (en) | Green shock and vibration absorbing bridge tower | |
| CN109026016A (en) | A kind of construction method in the tunnel for passing through strike-slip fault | |
| CN208486403U (en) | A kind of building wall board structure | |
| CN201665875U (en) | Light gravity-type anti-earthquake concrete retaining wall | |
| CN105113642B (en) | A kind of steel structure node component | |
| Kouris et al. | The L’Aquila Earthquake, April 6th, 2009: A review of seismic damage mechanisms | |
| CN102383503A (en) | Truss imitating type damper structure transfer layer | |
| CN204700982U (en) | A kind of building mixer supporting seat | |
| CN105332448B (en) | It is a kind of easily to slide profiled sheet concrete constraint steel plate shear force wall | |
| CN204491886U (en) | Simple and easy sliding shock-damping architecture | |
| CN203846634U (en) | Seismic isolation building with mortise-and-tenon superposed energy-dissipating ring beam | |
| CN208329247U (en) | A kind of assembled self-resetting swinging steel-wood composite structure | |
| CN113863710B (en) | Energy-consuming swing substructure and method for reinforcing existing building | |
| CN208152256U (en) | A kind of repair type super high rise structure | |
| CN207177073U (en) | A kind of waterproof thermal-insulated composite building plate of material | |
| CN105178435B (en) | A kind of damping type steel structure node component | |
| CN114575448A (en) | Anti-seismic low-carbon building structure | |
| CN208650381U (en) | A kind of gob side entry retaining masonry wall assembled building block |
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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161123 Termination date: 20170224 |