CN207176971U - A kind of architectural engineering shockproof cushioning steel casting - Google Patents
A kind of architectural engineering shockproof cushioning steel casting Download PDFInfo
- Publication number
- CN207176971U CN207176971U CN201721050542.5U CN201721050542U CN207176971U CN 207176971 U CN207176971 U CN 207176971U CN 201721050542 U CN201721050542 U CN 201721050542U CN 207176971 U CN207176971 U CN 207176971U
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- China
- Prior art keywords
- column
- crossbeam
- link slot
- connector
- base
- 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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Abstract
The utility model discloses a kind of architectural engineering shockproof cushioning steel casting, including base, column, cross bar and crossbeam, the base bottom is provided with projection, the projection of the base is arranged in melt pit, buffer spring is provided between base and melt pit, the base top is provided with link slot, link slot is provided with two altogether, column is mounted in two link slots, the column is provided at both ends with connector, the connector of column is arranged in the link slot of base, cushion is provided between the connector of the column and the link slot of base, cross bar is installed between two columns, the column top is provided with crossbeam, the crossbeam bottom is provided with link slot, the connector of column top is arranged in the link slot of crossbeam, cushion is provided between the connector of the column top and the link slot of crossbeam.The utility model is provided with buffer spring or cushion between connector, and when earthquake occurs, buffer spring or cushion can play a part of damping.
Description
Technical field
Construction engineering technical field is the utility model is related to, specifically a kind of architectural engineering shockproof cushioning steel casting.
Background technology
It is limited to the limitation of scientific and technological level, the prediction effect of earthquake is unsatisfactory, and earthquake is to the disaster that the mankind bring
Huge, once earthquake is high to the shockproof requirements of building generation.But at present, the effect of the antidetonation buffering of building is simultaneously
It is undesirable.When an earthquake occurs, because traditional house is all fixed rigid structure, house either wall can not be with everywhere
The left and right of shake and the motion that teeters, cause the house of rigid structure to be broken, and then cause whole building thing to collapse, and then
Cause casualties, the building buffering effect of existing structure is small, shockproof, anti seismic efficiency extreme difference.
Utility model content
The purpose of this utility model is to provide a kind of architectural engineering shockproof cushioning steel casting, to solve in the prior art
The problem of.
To achieve the above object, the utility model provides following technical scheme：A kind of architectural engineering is cast with shockproof cushioning steel
Part, including base, column, cross bar and crossbeam, the base bottom are provided with projection, and the projection of the base is arranged on melt pit
It is interior, buffer spring is provided between base and melt pit, the base top is provided with link slot, and link slot is provided with two altogether,
Column is mounted in two link slots, the column is provided at both ends with connector, and the connector of column is arranged on the company of base
In access slot, cushion is provided between the connector of the column and the link slot of base, cross bar is installed between two columns,
The column top is provided with crossbeam, and the crossbeam bottom is provided with link slot, and the connector of column top is arranged on crossbeam
In link slot, cushion is provided between the connector of the column top and the link slot of crossbeam.
Preferably, the cushion is arranged to resilient rubbber cushion, and cushion is internally provided with cavity.
Preferably, the bottom surface of the link slot is arranged to circular arc, and the section of link slot is arranged to trapezoidal, connector
Edge is arranged to circular arc, and the section of connector is arranged to trapezoidal.
Preferably, the base, column, cross bar and crossbeam are disposed as steel casting.
Preferably, the column is located at cross bar junction and is provided with neck, and the cross bar both ends are arranged to plush copper shape, cross bar
Buffer spring is provided between neck.
Preferably, fixing bolt is provided between the column and crossbeam, is set between fixing bolt and column and crossbeam
To be detachably connected
Compared with prior art, the beneficial effects of the utility model are：The utility model between each connector by setting
Buffer spring or cushion are equipped with, when earthquake occurs, buffer spring or cushion can play a part of damping；By by base
Buffer spring is set between melt pit, enhances the antidetonation shock-absorbing capacity between base and melt pit, when earthquake occurs, can be reduced
The stress of support body, so as to improve shock resistance；By setting fixing bolt between column and crossbeam, when using fixing bolt
When, the steadiness between crossbeam and column is enhanced, during without using fixing bolt, fixing bolt can be dismantled, dismantles rear column
Between crossbeam i.e. slidably, so that having antidetonation buffer capacity between it；Cushion is internally provided with cavity, can strengthen bullet
The shock-absorbing capacity of property pad；The bottom surface of link slot is arranged to circular arc, and the section of link slot is arranged to trapezoidal, the edge of connector
Circular arc is arranged to, the section of connector is arranged to trapezoidal, the slip being easy between connector.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation of the utility model column.
Fig. 3 is the structural representation of the utility model base.
In figure：1- melt pits；2- bases；3- buffer springs；4- cushions；5- cross bars；6- columns；7- crossbeams；8- connectors；
9- link slots；10- is raised；11- fixing bolts；12- necks.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belong to the scope of the utility model protection.
Refer to Fig. 1-3, in the utility model embodiment, a kind of architectural engineering shockproof cushioning steel casting, including base
2nd, column 6, cross bar 5 and crossbeam 7, the bottom of base 2 are provided with projection 10, and projection 10 of base 2 is arranged in melt pit 1, base 2 and
Buffer spring 3 is provided between melt pit 1, enhances the antidetonation shock-absorbing capacity between base 2 and melt pit 1, can when earthquake occurs
Reduce the stress of support body, so as to improve shock resistance；The top of base 2 is provided with link slot 9, and link slot 9 is provided with two altogether, and two
Column 6 is mounted in individual link slot 9, column 6 is provided at both ends with connector 8, and the connector 8 of column 6 is arranged on the company of base 2
In access slot 9, cushion 4 is provided between the connector 8 of column 6 and the link slot 9 of base 2, horizontal stroke is installed between two columns 6
Bar 5, the top of column 6 are provided with crossbeam 7, and the bottom of crossbeam 7 is provided with link slot 9, and the connector 8 on the top of column 6 is arranged on crossbeam 7
Link slot 9 in, cushion 4 is provided between the connector 8 on the top of column 6 and the link slot 9 of crossbeam 7, by each connection
Buffer spring 3 or cushion 4 are provided between part, when earthquake occurs, buffer spring 3 or cushion 4 can play the work of damping
With；Cushion 4 is arranged to resilient rubbber cushion, and cushion 4 is internally provided with cavity, can strengthen the shock-absorbing capacity of cushion 4；Connection
The bottom surface of groove 9 is arranged to circular arc, and the section of link slot 9 is arranged to trapezoidal, and the edge of connector 8 is arranged to circular arc, just
Slip between connector, the section of connector 8 are arranged to trapezoidal, and base 2, column 6, cross bar 5 and crossbeam 7 are disposed as steel
Casting, column 6 are located at the junction of cross bar 5 and are provided with neck 12, and the both ends of cross bar 5 are arranged to plush copper shape, between cross bar 5 and neck 12
Buffer spring 3 is provided with, fixing bolt 11 is provided between column 6 and crossbeam 7, between fixing bolt 11 and column 6 and crossbeam 7
It is arranged to be detachably connected, when using fixing bolt 11, the steadiness between crossbeam 7 and column 6 is enhanced, without using fixation
During bolt 11, fixing bolt can be dismantled, dismantled between rear column 6 and crossbeam 7 i.e. slidably, so that having antidetonation between it
Buffer capacity.
Operation principle of the present utility model is：By being provided with buffer spring 3 or cushion 4 between each connector, when
During generation earthquake, buffer spring 3 or cushion 4 can play a part of damping；Buffered by will be set between base 2 and melt pit 1
Spring 3, the antidetonation shock-absorbing capacity between base 2 and melt pit 1 is enhanced, when earthquake occurs, the stress of support body can be reduced, so as to
Improve shock resistance；By setting fixing bolt 11 between column 6 and crossbeam 7, when using fixing bolt 11, horizontal stroke is enhanced
Steadiness between beam 7 and column 6, during without using fixing bolt 11, fixing bolt can be dismantled, dismantle rear column 6 and crossbeam 7
Between i.e. slidably so that having antidetonation buffer capacity between it.
It is obvious to a person skilled in the art that the utility model is not limited to the details of above-mentioned one exemplary embodiment, and
And in the case of without departing substantially from spirit or essential attributes of the present utility model, it can realize that this practicality is new in other specific forms
Type.Therefore, no matter from the point of view of which point, embodiment all should be regarded as exemplary, and is nonrestrictive, this practicality is new
The scope of type limits by appended claims rather than described above, it is intended that the equivalency fallen in claim is contained
All changes in justice and scope are included in the utility model.Any reference in claim should not be considered as limitation
Involved claim.
Claims (6)
1. a kind of architectural engineering shockproof cushioning steel casting, including base (2), column (6), cross bar (5) and crossbeam (7), it is special
Sign is：Base (2) bottom is provided with raised (10), and the projection (10) of the base (2) is arranged in melt pit (1), bottom
Buffer spring (3) is provided between seat (2) and melt pit (1), base (2) top is provided with link slot (9), link slot (9)
Two are provided with altogether, column (6) is mounted in two link slots (9), and the column (6) is provided at both ends with connector (8), stands
The connector (8) of post (6) is arranged in the link slot (9) of base (2), connector (8) and the base (2) of the column (6)
Cushion (4) is provided between link slot (9), cross bar (5), column (6) the top installation are installed between two columns (6)
There is crossbeam (7), crossbeam (7) bottom is provided with link slot (9), and the connector (8) on column (6) top is arranged on crossbeam (7)
Link slot (9) in, be provided with cushion between the connector (8) on column (6) top and the link slot (9) of crossbeam (7)
(4)。
A kind of 2. architectural engineering shockproof cushioning steel casting according to claim 1, it is characterised in that：The cushion
(4) resilient rubbber cushion is arranged to, cushion (4) is internally provided with cavity.
A kind of 3. architectural engineering shockproof cushioning steel casting according to claim 1, it is characterised in that：The link slot
(9) bottom surface is arranged to circular arc, and the section of link slot (9) is arranged to trapezoidal, and the edge of connector (8) is arranged to circular arc
Shape, the section of connector (8) are arranged to trapezoidal.
A kind of 4. architectural engineering shockproof cushioning steel casting according to claim 1, it is characterised in that：The base (2),
Column (6), cross bar (5) and crossbeam (7) are disposed as steel casting.
A kind of 5. architectural engineering shockproof cushioning steel casting according to claim 1, it is characterised in that：The column (6)
Cross bar (5) junction is provided with neck (12), cross bar (5) both ends are arranged to plush copper shape, cross bar (5) and neck (12)
Between be provided with buffer spring (3).
A kind of 6. architectural engineering shockproof cushioning steel casting according to claim 1, it is characterised in that：The column (6)
Fixing bolt (11) is provided between crossbeam (7), is arranged to removable between fixing bolt (11) and column (6) and crossbeam (7)
Unload connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721050542.5U CN207176971U (en) | 2017-08-22 | 2017-08-22 | A kind of architectural engineering shockproof cushioning steel casting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721050542.5U CN207176971U (en) | 2017-08-22 | 2017-08-22 | A kind of architectural engineering shockproof cushioning steel casting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207176971U true CN207176971U (en) | 2018-04-03 |
Family
ID=61741653
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721050542.5U Expired - Fee Related CN207176971U (en) | 2017-08-22 | 2017-08-22 | A kind of architectural engineering shockproof cushioning steel casting |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207176971U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110748012A (en) * | 2019-11-06 | 2020-02-04 | 江苏杰瑞钢结构有限公司 | Steel structure crossbeam |
| CN111779012A (en) * | 2020-07-08 | 2020-10-16 | 王万连 | Assembled foundation structure |
-
2017
- 2017-08-22 CN CN201721050542.5U patent/CN207176971U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110748012A (en) * | 2019-11-06 | 2020-02-04 | 江苏杰瑞钢结构有限公司 | Steel structure crossbeam |
| CN111779012A (en) * | 2020-07-08 | 2020-10-16 | 王万连 | Assembled foundation structure |
| CN111779012B (en) * | 2020-07-08 | 2021-11-16 | 深圳市丰怡国际建筑设计有限公司 | Assembled foundation structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20180403 Termination date: 20180822 |