CN200978489Y - Shock-proof cushion base frame structure - Google Patents
Shock-proof cushion base frame structure Download PDFInfo
- Publication number
- CN200978489Y CN200978489Y CN 200620149393 CN200620149393U CN200978489Y CN 200978489 Y CN200978489 Y CN 200978489Y CN 200620149393 CN200620149393 CN 200620149393 CN 200620149393 U CN200620149393 U CN 200620149393U CN 200978489 Y CN200978489 Y CN 200978489Y
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- CN
- China
- Prior art keywords
- reinforcing bar
- shock insulation
- brace seat
- grating texture
- steel mesh
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- Expired - Lifetime
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Abstract
The utility model provides a vibration isolation cushion base skeleton construction and a vibration isolation cushion base using the vibration isolation cushion base skeleton construction, wherein the vibration isolation cushion base skeleton construction comprises a plurality of plane reinforcement grating textures and at least a side mesh reinforcement. A plurality of plane reinforcement grating textures are arranged by a cascade mode, and gaps are arranged between the adjacent plane reinforcement grating textures. The better plane reinforcement grating textures comprises a plurality of transverse reinforcement units and a plurality of longitudinal reinforcement units. Further, the better plane reinforcement grating textures is formed through buckling by a single reinforcement, the side mesh reinforcements are arranged on the sides of the plane reinforcement grating textures and connected with a vibration isolation cushion base body which is formed by a plurality of plane reinforcement grating textures.
Description
Technical field
The utility model is about a kind of shock insulation brace seat cage construction, and the shock insulation brace seat that uses this shock insulation brace seat cage construction.
Background technology
Along with the progress in epoch, the technology of construction engineering is also maked rapid progress.Add that population grows up because land development is expanded day by day, land used is obtained difficultly in the thick city of the narrow people in ground, therefore causes the height of building constantly to increase, to increase spendable volume.Yet when depth of building increases, bring the prevention of influence just to become more important to earthquake and other external force.In addition, on the building of some specific use, or on the special building in position, the bridge of place, position fault zone for example, it is shockproof and also quite important at the particular design of other external force.
Bring the design of vibrations that many kinds are arranged at earthquake and other external force traditionally, one of them is in existing design, according to the possible external force increase safety factor of prediction.Yet this kind mode often causes the increase of cost, and effect is limited.The another kind of mode of widely using is for adding the shock insulation pad.The common material of shock insulation pad is a rubber, allows when its main effect is to be shaken that suitable displacement and deformation produce, and will building the external force removal that thing is born on it, and is passed on the structure or base of below.Because the shock insulation pad needs levelly to be provided with, so shock insulation pad below is provided with a base construction more.The skeleton of base construction becomes reinforcing cage by the direct colligation of reinforcing bar traditionally.Again skeleton is in the milk to form base construction.Yet this method expends man-hour, and then increases engineering cost.
The utility model content
The purpose of this utility model is to provide a kind of shock insulation brace seat cage construction, has the advantage of convenient construction.
Another purpose of the present utility model is to provide a kind of shock insulation brace seat cage construction, can save the construction time-histories.
Another purpose of the present utility model is to provide a kind of shock insulation brace seat, has lower cost of production.
The utility model shock insulation brace seat cage construction mainly comprises a plurality of planes reinforcing bar grating texture and at least one side steel mesh reinforcement.A plurality of planes reinforcing bar grating texture adopts the overlapped way setting, and has the gap between adjacent planar reinforcing bar grating texture.Plane reinforcing bar grating texture is preferably and comprises a plurality of transverse reinforcements unit and a plurality of longitudinal reinforcements unit.In addition, reinforcing bar grating texture in plane is preferably by single reinforcing bar bending and forms.
The side steel mesh reinforcement is arranged at the side of plane reinforcing bar grating texture, and is connected with the shock insulation brace seat main body of a plurality of planes reinforcing bar grating texture formation.The main purpose that is provided with of side steel mesh reinforcement is plane of orientation reinforcing bar grating texture, and can strengthen the intensity of different sections.The shock insulation brace seat skeleton of finishing can be finished shock insulation brace seat after being in the milk and forming layer of concrete.The program of this grouting can be organized mould grouting in the scene and apply, and can also carry out in the precasting mode in the factory.
The shock insulation brace seat cage construction that the utility model provides has the advantage of convenient construction, and can save the construction time-histories, has lower cost of production.
Description of drawings
Fig. 1 is the use schematic diagram of the utility model shock insulation brace seat;
Fig. 2 is the assembly exploded view of shock insulation brace seat cage construction embodiment;
Fig. 3 is the constitutional diagram of shock insulation brace seat cage construction embodiment;
Fig. 4 is the assembly exploded view of another embodiment of shock insulation brace seat cage construction;
Fig. 5 is the assembly exploded view of another embodiment of shock insulation brace seat cage construction;
Fig. 6 is the embodiment schematic diagram of shock insulation brace seat.
The primary clustering symbol description
10 buildings
12 cylinders
20 foundation slabs/floor
21 posts position/stake position
100 shock insulation brace seats
150 shock insulation pads
170 layer of concrete
300 plane reinforcing bar grating textures
301 transverse reinforcement unit
303 longitudinal reinforcement unit
305 linkage units
310 gaps
500 side steel mesh reinforcements
501 longitudinal ribs
503 horizontal bars
510 top bending portions
530 bottom kinks
The specific embodiment
The utility model provides a kind of shock insulation brace seat cage construction, and the shock insulation brace seat that uses this shock insulation brace seat cage construction.In preferred embodiment, as shown in Figure 1, shock insulation brace seat 100 uses with 150 collocation of shock insulation pad, and for cylinder 12 belows that are arranged at various building 10.The building 10 of this place speech comprises house, bridge etc. needs opposing external force vibrations person.In addition, shock insulation brace seat is preferably and is arranged on foundation slab 20 or the floor 20, and corresponding to the post position 21 of below or stake position 21, in order to the strength transmission of will bear to square structure down.
As shown in Figure 2, the utility model shock insulation brace seat cage construction mainly comprises a plurality of planes reinforcing bar grating texture 300 and at least one side steel mesh reinforcement 500.A plurality of planes reinforcing bar grating texture 300 adopts the overlapped way setting, and 300 of adjacent planar reinforcing bar grating textures have gap 310.In preferred embodiment as shown in the figure, for adopting the main body of 4 plane reinforcing bar grating textures, 300 stacked composition shock insulation brace seats 500.Yet in different embodiment, but also apparent size and bear load-carrying and change its quantity, size and adopt the reinforcing bar number.
In preferred embodiment as shown in Figure 2, plane reinforcing bar grating texture 300 also comprises a plurality of transverse reinforcements unit 301 and a plurality of longitudinal reinforcements unit 303.Transverse reinforcement unit 301 is preferably with longitudinal reinforcement unit 303 perpendicular.In addition, transverse reinforcement unit 301 can be selected welding, bind with the intervening portion of longitudinal reinforcement unit 303 or not be connected.As shown in Figure 2, plane reinforcing bar grating texture 300 is made of single reinforcing bar; That is be bent to form a plurality of transverse reinforcements unit 301 and a plurality of longitudinal reinforcements unit 303, and a plurality of linkage units 305 therebetween by single reinforcing bar.Linkage unit 305 herein refers between the end of transverse reinforcement unit 301 or longitudinal reinforcement unit 303 and the coupling part between next transverse reinforcement unit 301 or longitudinal reinforcement unit 303 front ends.
In addition, plane reinforcing bar grating texture 300 is preferably has the rectangle gabarit, as shown in Figure 2.The plane reinforcing bar grating texture 300 of this rectangle has four side.Yet in different embodiment, plane reinforcing bar grating texture 300 also can have circle, Elliptical is circular or the gabarit of other shape.
As shown in Figures 2 and 3, side steel mesh reinforcement 500 is arranged at the side of plane reinforcing bar grating texture 300, and is connected with the shock insulation brace seat main body of a plurality of planes reinforcing bar grating texture 300 formation.In preferred embodiment, side steel mesh reinforcement 500 is connected with plane reinforcing bar grating texture 300 by welding manner; Yet in different embodiment, side steel mesh reinforcement 500 also can be connected with plane reinforcing bar grating texture 300 by bind or alternate manner.
As shown in Figure 2, side steel mesh reinforcement 500 is formed by connecting by complex root longitudinal rib 501 and complex root horizontal bar 503.Ways of connecting mainly comprises welding and colligation etc.Yet in different embodiment, side steel mesh reinforcement 500 also can be formed by single reinforcing bar bending.In addition, side steel mesh reinforcement 500 selects for use number number of reinforcing bar to be generally less than the reinforcing bar number that plane reinforcing bar grating texture 300 is selected for use.The main purpose that is provided with of side steel mesh reinforcement 500 is plane of orientation reinforcing bar grating texture 300, and can strengthen the intensity of different sections.
As shown in Figure 2, side steel mesh reinforcement 500 comprises a top bending portion 510 and a bottom kink 530.Top bending portion 510 and bottom kink 530 comprise complex root longitudinal rib 501 respectively.Top bending portion 510 extends towards 300 bendings of plane reinforcing bar grating texture from the top of side steel mesh reinforcement 500; Bottom kink 530 then extends towards 300 bendings of plane reinforcing bar grating texture from the bottom of side steel mesh reinforcement 500.In addition, as shown in Figure 3, top bending portion 510 and bottom kink 530 stretch into the gap 310 of 300 of plane reinforcing bar grating textures respectively.Yet in different embodiment, as shown in Figure 4, top bending portion 510 also can be changed with different designs with the angle of bottom kink 530.
In Fig. 2 and embodiment shown in Figure 3, plane reinforcing bar grating texture 300 has the gabarit of rectangle, and the four side that four groups of side steel mesh reinforcements 500 are provided with corresponding to plane reinforcing bar grating texture 300.As shown in Figure 3, the side convex tendon of sides adjacent steel mesh reinforcement 500 part also can be connected.Its connected mode comprises welding and bind etc.Yet in different embodiment, as shown in Figure 5, also can adopt the different sides of single side steel mesh reinforcement bending with corresponding flat reinforcing bar grating texture 300.The circle that is shaped as if plane reinforcing bar grating texture 300 also can adopt single plane reinforcing bar grating texture 300 to be surrounded.
Fig. 6 is the embodiment schematic diagram of the utility model shock insulation brace seat 100.As shown in Figure 6, the shock insulation brace seat skeleton of finishing can be finished shock insulation brace seat 100 after being in the milk and forming layer of concrete 170.The program of this grouting can be organized mould grouting in the scene and apply, and can also carry out in the precasting mode in the factory.In addition, for cooperating assembling and location, also can add positioner, reserving rib or preformed hole etc. in shock insulation brace seat 100.
The utility model is described by above-mentioned related embodiment, yet the foregoing description is only for implementing example of the present utility model.Must be pointed out that the embodiment that has disclosed does not limit scope of the present utility model.On the contrary, being contained in the modification of the spirit of claim and scope and equalization is provided with and all is contained in the scope of the present utility model.
Claims (14)
1. shock insulation brace seat cage construction comprises:
A plurality of planes reinforcing bar grating texture, wherein a plurality of planes reinforcing bar grating texture is stacked setting, and has a gap between adjacent plane reinforcing bar grating texture; And
At least one side steel mesh reinforcement is arranged at the side of a plurality of planes reinforcing bar grating texture, and is connected with plane reinforcing bar grating texture.
2. shock insulation brace seat cage construction as claimed in claim 1 is characterized in that plane reinforcing bar grating texture comprises a plurality of transverse reinforcements unit and a plurality of longitudinal reinforcements unit.
3. shock insulation brace seat cage construction as claimed in claim 2 is characterized in that plane reinforcing bar grating texture is made of single reinforcing bar, and single reinforcing bar is bent to form a plurality of transverse reinforcements unit and a plurality of longitudinal reinforcements unit and a plurality of linkage units therebetween.
4. shock insulation brace seat cage construction as claimed in claim 1 is characterized in that plane reinforcing bar grating texture has a rectangle gabarit, and has four side.
5. shock insulation brace seat cage construction as claimed in claim 4 is characterized in that, comprises four groups of side steel mesh reinforcements; Wherein each side steel mesh reinforcement is corresponding to a side of plane reinforcing bar grating texture.
6. shock insulation brace seat cage construction as claimed in claim 5 is characterized in that adjacent side steel mesh reinforcement is connected to each other.
7. shock insulation brace seat cage construction as claimed in claim 1 is characterized in that side steel mesh reinforcement and plane reinforcing bar grating texture are perpendicular.
8. shock insulation brace seat cage construction as claimed in claim 1 is characterized in that the side steel mesh reinforcement comprises a top bending portion and a bottom kink; Top bending portion extends towards the bending of plane reinforcing bar grating texture from the top of side steel mesh reinforcement, and the bottom kink extends towards the bending of plane reinforcing bar grating texture from the bottom of side steel mesh reinforcement.
9. shock insulation brace seat cage construction as claimed in claim 8 is characterized in that top bending portion and bottom kink comprise the complex root longitudinal rib respectively.
10. shock insulation brace seat cage construction as claimed in claim 8 is characterized in that top bending portion and bottom kink stretch into the gap between the reinforcing bar grating texture of plane respectively.
11. shock insulation brace seat cage construction as claimed in claim 1 is characterized in that the side steel mesh reinforcement is welded by the complex root reinforcing bar.
12. shock insulation brace seat cage construction as claimed in claim 1 is characterized in that, the side steel mesh reinforcement is formed by single reinforcing bar bending.
13. shock insulation brace seat cage construction as claimed in claim 1 is characterized in that, the side steel mesh reinforcement is connected with plane reinforcing bar grating texture by welding.
14. shock insulation brace seat cage construction as claimed in claim 1 is characterized in that the side steel mesh reinforcement is connected with plane reinforcing bar grating texture by bind.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620149393 CN200978489Y (en) | 2006-11-04 | 2006-11-04 | Shock-proof cushion base frame structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620149393 CN200978489Y (en) | 2006-11-04 | 2006-11-04 | Shock-proof cushion base frame structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN200978489Y true CN200978489Y (en) | 2007-11-21 |
Family
ID=38978866
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200620149393 Expired - Lifetime CN200978489Y (en) | 2006-11-04 | 2006-11-04 | Shock-proof cushion base frame structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN200978489Y (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102304929A (en) * | 2011-06-30 | 2012-01-04 | 北京工业大学 | Lamination bitumen vibration isolation cushion |
| CN103397744A (en) * | 2013-08-12 | 2013-11-20 | 新疆七星建设科技股份有限公司 | Multiple-limb closed integral stirrup |
| CN103741826A (en) * | 2013-12-20 | 2014-04-23 | 广西科技大学 | Building body applying seismic isolation technology |
| CN106930391A (en) * | 2017-04-22 | 2017-07-07 | 郑州市市政工程总公司 | Without mould the construction cast-in-place drainage ditch structure of top board and construction method |
| CN108301565A (en) * | 2018-02-26 | 2018-07-20 | 吉林建筑大学 | Three kinds of deformed bar welded mesh and preparation method |
-
2006
- 2006-11-04 CN CN 200620149393 patent/CN200978489Y/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102304929A (en) * | 2011-06-30 | 2012-01-04 | 北京工业大学 | Lamination bitumen vibration isolation cushion |
| CN103397744A (en) * | 2013-08-12 | 2013-11-20 | 新疆七星建设科技股份有限公司 | Multiple-limb closed integral stirrup |
| CN103741826A (en) * | 2013-12-20 | 2014-04-23 | 广西科技大学 | Building body applying seismic isolation technology |
| CN106930391A (en) * | 2017-04-22 | 2017-07-07 | 郑州市市政工程总公司 | Without mould the construction cast-in-place drainage ditch structure of top board and construction method |
| CN108301565A (en) * | 2018-02-26 | 2018-07-20 | 吉林建筑大学 | Three kinds of deformed bar welded mesh and preparation method |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20071121 |
|
| EXPY | Termination of patent right or utility model |