CN206655369U - A kind of construction steel structure anti-seismic floorslab - Google Patents
A kind of construction steel structure anti-seismic floorslab Download PDFInfo
- Publication number
- CN206655369U CN206655369U CN201720442023.7U CN201720442023U CN206655369U CN 206655369 U CN206655369 U CN 206655369U CN 201720442023 U CN201720442023 U CN 201720442023U CN 206655369 U CN206655369 U CN 206655369U
- Authority
- CN
- China
- Prior art keywords
- bottom plate
- mounting seat
- rubber gasket
- buffer rubber
- cushion cap
- 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
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Abstract
The utility model discloses a kind of construction steel structure anti-seismic floorslab, including bottom plate, install respectively on the overlap joint cushion cap of steel structural upright column at the both ends of the bottom plate, the both ends of the bottom plate are respectively equipped with mounting seat, the mounting seat is connected as a single entity with bottom plate, and mounting seat is fixed by high-strength bolt and overlap joint cushion cap, and buffer rubber gasket I is lined between the mounting seat and overlap joint cushion cap, the bottom of the top insertion mounting seat of buffer rubber gasket, bottom is in close contact with overlap joint cushion cap；The bottom plate uses profiled sheet, the top of bottom plate surrounds casting area by steel plate, fill concrete in casting area, the top surface of the bottom plate fixes some inclined oblique pull reinforcing bars, oblique pull reinforcing bar is embedded in concrete, is filled with buffer rubber gasket II in the trough of the bottom of the bottom plate, it is affected by vibrations that the utility model reduces floor plate body, the globality of floor is ensure that, floor is avoided and is broken.
Description
Technical field
Floor is the utility model is related to, more particularly to a kind of construction steel structure anti-seismic floorslab.
Background technology
Floor of steel structure structure is that steel board is directly anchored on crossbeam and longeron mostly at present, and crossbeam and longeron
It is directly anchored to again on steel column or shear wall, due to only considering overall antidetonation shock attenuation structure in foundation, one
Denier produces vibrations or rocked, and easily causes floor and the corresponding physics of place generation being fixedly connected on steel column or shear wall
Property fracture.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of construction steel structure anti-seismic floorslab, the anti-seismic floorslab
Can effectively solve the problems, such as floor fracture.
To achieve the above object, the utility model provides following technical scheme：A kind of construction steel structure anti-seismic floorslab,
Including bottom plate, the both ends of the bottom plate are installed on the overlap joint cushion cap of steel structural upright column respectively, and the both ends of the bottom plate are respectively equipped with
Mounting seat, the mounting seat are connected as a single entity with bottom plate, mounting seat by high-strength bolt and overlap joint cushion cap fix, the mounting seat with
Buffer rubber gasket I, the bottom of buffer rubber gasket I top insertion mounting seat, buffer rubber gasket I bottoms are lined between overlap joint cushion cap
It is in close contact with overlap joint cushion cap；The bottom plate uses profiled sheet, and the top of bottom plate surrounds casting area, pouring area by steel plate
Fill concrete in domain, the top surface of the bottom plate fix some inclined oblique pull reinforcing bars, and oblique pull reinforcing bar is embedded in concrete, described
Buffer rubber gasket II is filled with the trough of the bottom of bottom plate.
Preferably, gap is left between the casting area put on bottom plate and bottom plate and column, filling is slow in the gap
Rush rubber blanket III.
Preferably, high strong spring is fixed with the end of concrete, one end of the high strong spring is cast in concrete
Interior, the other end welds with column.
Preferably, a side of concrete is provided with convex tendon, and another side is provided with groove.
Preferably, buffer rubber gasket I is in inner concavity, and its recess is towards mounting seat.
Using above-mentioned technical proposal, the utility model inlays a buffer rubber gasket I by the bottom of mounting seat, in column
When producing vibrations, it can buffer most vibration energy by buffer rubber gasket I, in the concrete of floor, by oblique
The pulling force of reinforcing bar is drawn, prevents whole floor to be broken, meanwhile, buffer rubber gasket II is filled in the trough of bottom base plate, and can is enough
The vibration energy being delivered in concrete is shed, it is affected by vibrations so as to reduce floor plate body, it ensure that the entirety of floor
Property, avoid floor from being broken.
Brief description of the drawings
Fig. 1 is the utility model structure diagram；
Fig. 2 is Fig. 1 A-A sectional views；
Fig. 3 is the overlap joint schematic diagram of the utility model floor.
Embodiment
Below in conjunction with the accompanying drawings, by the description to embodiment, the utility model is described further：
As shown in Figure 1, 2, 3, a kind of construction steel structure anti-seismic floorslab of the utility model, including bottom plate 1, the two of bottom plate 1
End is installed on the overlap joint cushion cap 3 of steel structural upright column 2 respectively, and bottom plate 1 uses profiled sheet, and the both ends of bottom plate 1 are respectively equipped with installation
Seat 4, mounting seat 4 is connected as a single entity with bottom plate 1, and mounting seat 4 is fixed by high-strength bolt 5 and overlap joint cushion cap 3, mounting seat 4 and overlap joint
Buffer rubber gasket I 6, the bottom of buffer rubber gasket I6 top insertion mounting seat 4, buffer rubber gasket I6 bottoms are lined between cushion cap 3
Portion is in close contact with overlap joint cushion cap 3, and buffer rubber gasket I 6 is in inner concavity, and its recess is towards mounting seat 4.
The top of bottom plate 1 surrounds casting area by steel plate, fill concrete 7 in casting area, the top surface anchoring of bottom plate 1
There are 3 inclined oblique pull reinforcing bars 8, oblique pull reinforcing bar 8 is embedded in concrete seven, and yielding rubber is filled with the trough of the bottom of bottom plate 1
Pad II 9.One side of concrete seven is provided with convex tendon 71, and another side is provided with groove 72, when mounted, can make adjacent mix
The convex tendon 71 of 7 sides of solidifying soil is injected in groove 72, improves the globality of whole floor.
Gap, gap are left between casting area that the utility model can be put on bottom plate 1 and bottom plate 1 and column 2
It is interior to fill buffer rubber gasket III 10, high strong spring 11 is fixed with the end of concrete seven, one end of high strong spring 11 is cast in
In concrete seven, the other end welds with column 2, to improve the shock-absorbing capacity of whole floor.
The utility model inlays a buffer rubber gasket I 6 by the bottom of mounting seat 4, when column 2 produces vibrations, energy
Most vibration energy is enough fallen by the buffering of buffer rubber gasket I 6, in the concrete seven of floor, passes through the drawing of oblique pull reinforcing bar 8
Power, whole floor is prevented to be broken.Meanwhile buffer rubber gasket II 9 is filled in the trough of the bottom of bottom plate 1, and can enough sheds transmission
Vibration energy into concrete seven, it is affected by vibrations so as to reduce floor plate body, the globality of floor is ensure that, is avoided
Floor is broken.
Above-described is only preferred embodiment of the present utility model, it is noted that for the ordinary skill of this area
For personnel, on the premise of not departing from the utility model and creating design, various modifications and improvements can be made, these all belong to
In the scope of protection of the utility model.
Claims (5)
1. a kind of construction steel structure anti-seismic floorslab, including bottom plate（1）, the bottom plate（1）Both ends steel construction be installed respectively stood
Post（2）Overlap joint cushion cap（3）On, it is characterised in that：The bottom plate（1）Both ends be respectively equipped with mounting seat（4）, the mounting seat
（4）With bottom plate（1）It is connected as a single entity, mounting seat（4）Pass through high-strength bolt（5）With overlapping cushion cap（3）It is fixed, the mounting seat（4）
With overlapping cushion cap（3）Between be lined with buffer rubber gasket I（6）, buffer rubber gasket I（6）Top insertion mounting seat（4）Bottom,
Buffer rubber gasket I（6）Bottom and overlap joint cushion cap（3）It is in close contact；The bottom plate（1）Using profiled sheet, bottom plate（1）Top
Casting area is surrounded by steel plate, fill concrete in casting area（7）, the bottom plate（1）Top surface fix it is some inclined
Oblique pull reinforcing bar（8）, oblique pull reinforcing bar（8）It is embedded in concrete（7）It is interior, the bottom plate（1）Bottom trough in filled with buffering rubber
Rubber cushion II（9）.
2. construction steel structure anti-seismic floorslab according to claim 1, it is characterised in that：The bottom plate（1）And bottom plate
（1）On the casting area put and column（2）Between leave gap, buffer rubber gasket III is filled in the gap（10）.
3. construction steel structure anti-seismic floorslab according to claim 1, it is characterised in that：The concrete（7）End
Inside it is fixed with high strong spring（11）, the high strong spring（11）One end be cast in concrete（7）It is interior, the other end and column
（2）Welding.
4. construction steel structure anti-seismic floorslab according to claim 3, it is characterised in that：The concrete（7）One
Side is provided with convex tendon（71）, another side is provided with groove（72）.
5. construction steel structure anti-seismic floorslab according to claim 1, it is characterised in that：The buffer rubber gasket I（6）It is in
Inner concavity, its recess is towards mounting seat（4）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720442023.7U CN206655369U (en) | 2017-04-25 | 2017-04-25 | A kind of construction steel structure anti-seismic floorslab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720442023.7U CN206655369U (en) | 2017-04-25 | 2017-04-25 | A kind of construction steel structure anti-seismic floorslab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206655369U true CN206655369U (en) | 2017-11-21 |
Family
ID=60319608
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720442023.7U Expired - Fee Related CN206655369U (en) | 2017-04-25 | 2017-04-25 | A kind of construction steel structure anti-seismic floorslab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206655369U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109183999A (en) * | 2018-09-08 | 2019-01-11 | 潍坊学院 | A kind of composite structure of composite panel and steel construction |
| CN110359611A (en) * | 2019-07-24 | 2019-10-22 | 张斌 | A kind of laminated floor slab for steel buildings |
| CN113653233A (en) * | 2021-07-26 | 2021-11-16 | 福建建祥建筑科技有限责任公司 | Installation method of energy-saving environment-friendly floor plate |
-
2017
- 2017-04-25 CN CN201720442023.7U patent/CN206655369U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109183999A (en) * | 2018-09-08 | 2019-01-11 | 潍坊学院 | A kind of composite structure of composite panel and steel construction |
| CN110359611A (en) * | 2019-07-24 | 2019-10-22 | 张斌 | A kind of laminated floor slab for steel buildings |
| CN113653233A (en) * | 2021-07-26 | 2021-11-16 | 福建建祥建筑科技有限责任公司 | Installation method of energy-saving environment-friendly floor plate |
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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: 20171121 Termination date: 20180425 |