CN200978489Y

CN200978489Y - Skeleton structure of base of vibration isolation pad

Info

Publication number: CN200978489Y
Application number: CN 200620149393
Authority: CN
Inventors: 尹衍樑
Original assignee: Ruentex Engineering and Construction Co Ltd
Current assignee: Ruentex Engineering and Construction Co Ltd
Priority date: 2006-11-04
Filing date: 2006-11-04
Publication date: 2007-11-21
Anticipated expiration: 2016-11-04

Abstract

The utility model provides a shock insulation cushion base skeleton texture to and use this shock insulation cushion base skeleton texture's shock insulation cushion base. The framework structure of the base of the shock insulation pad mainly comprises a plurality of planar steel bar grid structures and at least one side steel bar net. The plurality of planar steel lattice structures are arranged in a stacking manner, and gaps are formed between the adjacent planar steel lattice structures. The planar rebar lattice preferably includes a plurality of transverse rebar units and a plurality of longitudinal rebar units. In addition, the planar steel lattice structure is preferably formed by bending a single steel bar. The side reinforcing steel bar net is arranged at the side of the plane reinforcing steel bar lattice structure and is connected with the shock insulation cushion base main body formed by the plurality of plane reinforcing steel bar lattice structures.

Description

Shock insulation brace seat cage construction

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

1. A base frame structure of a shock-isolation pad, comprising:

a plurality of planar steel bar lattice structures, wherein the plurality of planar steel bar lattice structures are stacked, and there is a gap between adjacent planar steel bar lattice structures; and

At least one side of the reinforcement mesh is arranged on the side of a plurality of planar reinforcement lattice structures and connected with the planar reinforcement lattice structures.

2. The skeleton structure of the base of the shock-absorbing pad according to claim 1, wherein the planar steel bar lattice structure includes a plurality of transverse steel bar units and a plurality of longitudinal steel bar units.

3. The base skeleton structure of the shock-absorbing pad as claimed in claim 2, wherein the planar steel bar grid structure is made of a single steel bar, and the single steel bar is bent to form a plurality of transverse steel bar units and a plurality of longitudinal steel bar units and a plurality of connection unit.

4. The frame structure of the base of the shock-absorbing pad according to claim 1, wherein the planar steel bar lattice structure has a rectangular outer shape and has four sides.

5. The frame structure of the base of the shock-absorbing pad according to claim 4, characterized in that it comprises four sets of side reinforcement meshes; wherein each side reinforcement mesh corresponds to one side of the planar reinforcement lattice structure.

6. The frame structure of the base of the shock-absorbing pad according to claim 5, wherein adjacent side reinforcement meshes are connected to each other.

7. The frame structure of the base of the shock-absorbing pad according to claim 1, wherein the side reinforcement mesh is perpendicular to the planar reinforcement lattice structure.

8. The base frame structure of the shock-absorbing pad as claimed in claim 1, wherein the side reinforcing mesh comprises a top bending part and a bottom bending part; The shape structure is bent and extended, and the bottom bending part is bent and extended from the bottom of the side steel mesh toward the planar steel bar lattice structure.

9. The frame structure of the base of the shock-absorbing pad according to claim 8, wherein the bent portion at the top end and the bent portion at the bottom end respectively comprise a plurality of longitudinal ribs.

10. The frame structure of the base of the shock-absorbing pad according to claim 8, wherein the bent portion at the top end and the bent portion at the bottom end extend into the gap between the planar steel bar lattice structures respectively.

11. The frame structure of the base of the shock-absorbing pad according to claim 1, wherein the side steel mesh is welded by a plurality of steel bars.

12. The frame structure of the base of the shock-absorbing pad according to claim 1, wherein the side steel mesh is formed by bending a single steel bar.

13. The frame structure of the base of the shock-absorbing pad according to claim 1, wherein the side reinforcement mesh is connected to the planar reinforcement lattice structure by welding.

14. The frame structure of the base of the shock-absorbing pad according to claim 1, wherein the side reinforcement mesh is connected to the planar reinforcement lattice structure by binding.