CN208396155U - A kind of bearing support preventing floor bar compressive deformation - Google Patents
A kind of bearing support preventing floor bar compressive deformation Download PDFInfo
- Publication number
- CN208396155U CN208396155U CN201820857747.2U CN201820857747U CN208396155U CN 208396155 U CN208396155 U CN 208396155U CN 201820857747 U CN201820857747 U CN 201820857747U CN 208396155 U CN208396155 U CN 208396155U
- Authority
- CN
- China
- Prior art keywords
- bar
- reinforcing bar
- fixedly connected
- floor
- dowel
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- Expired - Fee Related
Links
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 119
- 238000003466 welding Methods 0.000 claims abstract description 26
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 22
- 239000010959 steel Substances 0.000 claims abstract description 22
- 230000002787 reinforcement Effects 0.000 claims abstract description 18
- 239000007787 solid Substances 0.000 claims description 10
- 210000003205 muscle Anatomy 0.000 claims description 7
- 238000009434 installation Methods 0.000 abstract description 5
- 238000007665 sagging Methods 0.000 abstract description 5
- 239000004567 concrete Substances 0.000 abstract description 4
- 238000010276 construction Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses the bearing supports that one kind can prevent floor bar compressive deformation, including two long reinforcing bar beams and two bar dowel beams, two long reinforcing bar beams and two bar dowel beams are fixedly connected by welding to form rectangle frame, it is fixedly connected by welding between the middle part of two long reinforcing bar beams with main reinforcement purlin, it is fixedly connected by welding between two long reinforcing bar beams with multiple secondary reinforcing bar purlins, four angles of the rectangle frame are respectively welded reinforcing bar pillar, are fixedly connected by welding between the long reinforcing bar beam and the bar dowel beam with reinforced steel.Can avoid trampling floor bar using the bearing support and deform, avoid collapsing in the middle part of floor bar or floor bar root reinforcing bar collapse, floor bar crotch skew, the changing of the relative positions of floor bar position, prevent cracks on floor slab, cantilevered plate sagging, improve the total quality of concrete floor, meanwhile do not interfere to construct, can have enough to meet the need, flexible arrangement, installation it is simple, cheap, durable.
Description
Technical field
The utility model relates to a kind of bearing supports, more particularly to can prevent the bearing support of floor bar compressive deformation.
Background technique
In construction, in-situ reinforced concrete slab overhangs balcony slab, awning plate and floats what luffer boards negative reinforcement was typically designed
Bar diameter is thinner, and after the completion of the binding of slab muscle, once trampling, the deformation of slab muscle causes centre to collapse or plate root reinforcing bar
It collapses, crotch skew, the position changing of the relative positions, cause cracks on floor slab, cantilevered plate sagging etc., seriously affect the inherent quality of major project.
Therefore, invent it is a kind of use in the construction process have enough to meet the need, flexible arrangement, installation it is simple, cheap, solid
Durable, the anti-tool for trampling deformation is very necessary.
Utility model content
The technical problem to be solved by the present invention is to provide one kind can prevent the bearing support of floor bar compressive deformation,
It can avoid trampling floor bar using the bearing support and deform, avoid collapsing in the middle part of floor bar or floor bar root
Reinforcing bar collapses, floor bar crotch is crooked, the changing of the relative positions of floor bar position, prevents cracks on floor slab, cantilevered plate sagging, improves concrete
The total quality of floor, meanwhile, do not interfere to construct, can have enough to meet the need, flexible arrangement, installation it is simple, cheap, durable.
In order to solve the above-mentioned technical problem, the utility model provides a kind of carrying that can prevent floor bar compressive deformation
Bracket, including two long reinforcing bar beams and two bar dowel beams, two long reinforcing bar beams and two bar dowel beams pass through weldering
It connects and is fixedly connected to form rectangle frame, be fixedly connected by welding between the middle part of two long reinforcing bar beams with main reinforcement purlin, two
It is fixedly connected by welding between a long reinforcing bar beam with multiple secondary reinforcing bar purlins, four angles of the rectangle frame are respectively welded
Reinforcing bar pillar is fixedly connected by welding between the long reinforcing bar beam and the bar dowel beam with reinforced steel.
It is vertically fixedly connected between the long reinforcing bar beam and the bar dowel beam with incline plane type, alternatively, the long reinforcing bar
It is vertically fixedly connected in a manner of facing directly between beam and the bar dowel beam.
The side of reinforcing bar pillar upper end is located at by the end, solid of the end of the long reinforcing bar beam, the bar dowel beam
In the region that reinforcing bar surrounds.Alternatively, the bottom surface of the top surface of reinforcing bar pillar upper end and the long reinforcing bar beam end and/or described
The bottom surface of bar dowel beam end is fixedly connected.
The side of reinforcing bar pillar upper end respectively with the medial surface of the long reinforcing bar beam end, the bar dowel beam end
Medial surface, the solid reinforcing bar side be fixedly connected.
The reinforcing bar pillar, the long reinforcing bar beam, the bar dowel beam, the main reinforcement purlin are made of bar reinforcement.
The pair reinforcing bar purlin, the reinforced steel are made of fine steel rib.
The bearing support for preventing floor bar compressive deformation of the utility model has following have compared with prior art
Beneficial effect.
1, the technical program is due to using two long reinforcing bar beams and two bar dowel beams by being welded and fixed
Connection forms rectangle frame, is fixedly connected by welding between the middle part of two long reinforcing bar beams with main reinforcement purlin, described in two
It is fixedly connected by welding between long reinforcing bar beam with multiple secondary reinforcing bar purlins, four angles of the rectangle frame are respectively welded reinforcement bar support
Column, the technological means being fixedly connected by welding between the long reinforcing bar beam and the bar dowel beam with reinforced steel, carrying branch
The gap that the reinforcing bar pillar of frame can be inserted into floor bar is stood on plank sheathing, and construction personnel may stand in the reinforcing bar purlin of bearing support
On, so, it can avoid trampling floor bar using the bearing support and deform, avoid collapsing in the middle part of floor bar or floor
Reinforcing bar root reinforcing bar collapses, floor bar crotch is crooked, the changing of the relative positions of floor bar position, prevents cracks on floor slab, cantilevered plate sagging, mentions
The total quality of high concrete floor, meanwhile, do not interfere to construct, can have enough to meet the need, flexible arrangement, installation it is simple, cheap, solid
It is durable.
2, the technical program is vertically solid with incline plane type between the long reinforcing bar beam and the bar dowel beam due to using
Fixed connection (being conducive to increase welding fastness), alternatively, vertical in a manner of facing directly between the long reinforcing bar beam and the bar dowel beam
It is fixedly connected with the technological means of (cutting be easy), so, can be produced according to the different demands of client a variety of prevents floor steel
The bearing support of muscle compressive deformation.
3, the technical program due to use reinforcing bar pillar upper end side be located at by the long reinforcing bar beam end,
(be conducive to increase welding fastness) in the region that the end of the bar dowel beam, solid reinforcing bar surround；Alternatively, on the reinforcing bar pillar
The top surface at end is fixedly connected with the bottom surface of the bottom surface of the long reinforcing bar beam end and/or the bar dowel beam end (is conducive to steel
Support of the muscle pillar to reinforcing bar beam) technological means, so, can produce according to the actual situation it is a variety of prevent floor bar by
The bearing support of compressive strain.
4, the technical program due to use reinforcing bar pillar upper end side respectively with the long reinforcing bar beam end
The technological means that medial surface, the medial surface of the bar dowel beam end, the side for consolidating reinforcing bar are fixedly connected, so, favorably
In further increasing welding fastness.
5, the technical program is due to using the reinforcing bar pillar, the long reinforcing bar beam, the bar dowel beam, the main steel
Muscle purlin technological means made of bar reinforcement, so, it can be ensured that the intensity of the bearing support of floor bar compressive deformation can be prevented
And rigidity.
6, the technical program is as using the secondary reinforcing bar purlin, reinforced steel technology hand made of fine steel rib
Section, so, be conducive to constructing operation.
Detailed description of the invention
The XX of the utility model is described in further detail with reference to the accompanying drawings and detailed description.
Fig. 1 is the structural schematic diagram for the bearing support that present embodiment can prevent floor bar compressive deformation.
The reference numerals are as follows.
1~reinforcing bar pillar；
2~long reinforcing bar beam；
3~bar dowel beam；
4~main reinforcement purlin；
5~pair reinforcing bar purlin；
6~reinforced steel.
Specific embodiment
As shown in Figure 1, present embodiments provide for the bearing support that one kind can prevent floor bar compressive deformation, including two
A long reinforcing bar beam 2 and two bar dowel beams 3, two long reinforcing bar beams 2 and two bar dowel beams 3 pass through the company of being welded and fixed
It connects to form rectangle frame, be fixedly connected by welding between the middle part of two long reinforcing bar beams 2 with main reinforcement purlin 4, described in two
It is fixedly connected by welding between long reinforcing bar beam 2 with multiple secondary reinforcing bar purlins 5, four angles of the rectangle frame are respectively welded reinforcing bar
Pillar 1 is fixedly connected by welding between the long reinforcing bar beam 2 and the bar dowel beam 3 with reinforced steel 6.
Present embodiment passes through the company of being welded and fixed due to using two long reinforcing bar beams and two bar dowel beams
It connects to form rectangle frame, be fixedly connected by welding between the middle part of two long reinforcing bar beams with main reinforcement purlin, two length
It is fixedly connected by welding between reinforcing bar beam with multiple secondary reinforcing bar purlins, four angles of the rectangle frame are respectively welded reinforcement bar support
Column, the technological means being fixedly connected by welding between the long reinforcing bar beam and the bar dowel beam with reinforced steel, carrying branch
The gap that the reinforcing bar pillar of frame can be inserted into floor bar is stood on plank sheathing, and construction personnel may stand in the reinforcing bar purlin of bearing support
On, so, it can avoid trampling floor bar using the bearing support and deform, avoid collapsing in the middle part of floor bar or floor
Reinforcing bar root reinforcing bar collapses, floor bar crotch is crooked, the changing of the relative positions of floor bar position, prevents cracks on floor slab, cantilevered plate sagging, mentions
The total quality of high concrete floor, meanwhile, do not interfere to construct, can have enough to meet the need, flexible arrangement, installation it is simple, cheap, solid
It is durable.
As the various improvement of present embodiment, details are as follows.
As shown in Figure 1, be vertically fixedly connected between the long reinforcing bar beam 2 and the bar dowel beam 3 with incline plane type, or
Person is vertically fixedly connected in a manner of facing directly between the long reinforcing bar beam 2 and the bar dowel beam 3.
Present embodiment is vertically fixed between the long reinforcing bar beam and the bar dowel beam with incline plane type due to using
Connection (is conducive to increase welding fastness), alternatively, vertically solid in a manner of facing directly between the long reinforcing bar beam and the bar dowel beam
The technological means of fixed connection (cutting is easy), so, can be produced according to the different demands of client a variety of prevents floor bar
The bearing support of compressive deformation.
As shown in Figure 1, the side of 1 upper end of reinforcing bar pillar is positioned at the end by the long reinforcing bar beam 2, the bar dowel
In the region that the end of beam 3, solid reinforcing bar 6 surround.Alternatively, the top surface of 1 upper end of reinforcing bar pillar and long 2 end of reinforcing bar beam
Bottom surface and/or the bottom surface of 3 end of bar dowel beam be fixedly connected.
Present embodiment is by using the side of reinforcing bar pillar upper end positioned at the end by the long reinforcing bar beam, institute
The end of bar dowel beam is stated, consolidates in the region that reinforcing bar surrounds and (is conducive to increase welding fastness)；Alternatively, reinforcing bar pillar upper end
Top surface be fixedly connected with the bottom surface of the bottom surface of the long reinforcing bar beam end and/or the bar dowel beam end and (be conducive to reinforcing bar
Support of the pillar to reinforcing bar beam) technological means, so, can produce according to the actual situation a variety of prevents floor bar to be pressurized
The bearing support of deformation.
As shown in Figure 1, the side of 1 upper end of reinforcing bar pillar respectively with the medial surface of long 2 end of reinforcing bar beam, described
The medial surface of 3 end of bar dowel beam, the side for consolidating reinforcing bar 6 are fixedly connected.
Present embodiment is due to using the side of reinforcing bar pillar upper end respectively and in the long reinforcing bar beam end
The technological means that side, the medial surface of the bar dowel beam end, the side for consolidating reinforcing bar are fixedly connected, so, be conducive to
Further increase welding fastness.
As shown in Figure 1, the reinforcing bar pillar 1, the long reinforcing bar beam 2, the bar dowel beam 3, the main reinforcement purlin 4 are by thick
Reinforcing bar is made.
Present embodiment is due to using the reinforcing bar pillar, the long reinforcing bar beam, the bar dowel beam, the main reinforcement
Purlin technological means made of bar reinforcement, so, it can be ensured that can prevent the bearing support of floor bar compressive deformation intensity and
Rigidity.
As shown in Figure 1, the pair reinforcing bar purlin 5, the reinforced steel 6 are made of fine steel rib.
Present embodiment as using the secondary reinforcing bar purlin, reinforced steel technological means made of fine steel rib,
So being conducive to constructing operation.
Claims (2)
1. the bearing support that one kind can prevent floor bar compressive deformation, it is characterised in that: including two long reinforcing bar beam (2) and two
A bar dowel beam (3), two long reinforcing bar beams (2) and two bar dowel beams (3) are fixedly connected by welding to form square
Shape frame is fixedly connected by welding between the middle part of two long reinforcing bar beams (2) with main reinforcement purlin (4), two long steel
It is fixedly connected by welding between muscle beam (2) with multiple secondary reinforcing bar purlins (5), four angles of the rectangle frame are respectively welded reinforcing bar
Pillar (1) is fixedly connected by welding between the long reinforcing bar beam (2) and the bar dowel beam (3) with reinforced steel (6).
2. the bearing support of floor bar compressive deformation can be prevented according to claim 1, it is characterised in that:
It is vertically fixedly connected between the long reinforcing bar beam (2) and the bar dowel beam (3) with incline plane type, alternatively, the long steel
It is vertically fixedly connected in a manner of facing directly between muscle beam (2) and the bar dowel beam (3)；
End of the side of reinforcing bar pillar (1) upper end positioned at end, the bar dowel beam (3) by the long reinforcing bar beam (2)
In the region that portion, solid reinforcing bar (6) surround；Alternatively, the top surface of reinforcing bar pillar (1) upper end and long reinforcing bar beam (2) end
Bottom surface and/or the bottom surface of the bar dowel beam (3) end be fixedly connected；
The side of reinforcing bar pillar (1) upper end medial surface, the bar dowel beam with long reinforcing bar beam (2) end respectively
(3) medial surface of end, the side for consolidating reinforcing bar (6) are fixedly connected；
The reinforcing bar pillar (1), the long reinforcing bar beam (2), the bar dowel beam (3), the main reinforcement purlin (4) are by bar reinforcement system
At；
The pair reinforcing bar purlin (5), the reinforced steel (6) are made of fine steel rib.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820857747.2U CN208396155U (en) | 2018-06-05 | 2018-06-05 | A kind of bearing support preventing floor bar compressive deformation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820857747.2U CN208396155U (en) | 2018-06-05 | 2018-06-05 | A kind of bearing support preventing floor bar compressive deformation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208396155U true CN208396155U (en) | 2019-01-18 |
Family
ID=65133978
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820857747.2U Expired - Fee Related CN208396155U (en) | 2018-06-05 | 2018-06-05 | A kind of bearing support preventing floor bar compressive deformation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208396155U (en) |
-
2018
- 2018-06-05 CN CN201820857747.2U patent/CN208396155U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190118 |