CN205476059U - Concrete rib superimposed sheet component - Google Patents
Concrete rib superimposed sheet component Download PDFInfo
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- CN205476059U CN205476059U CN201620265614.7U CN201620265614U CN205476059U CN 205476059 U CN205476059 U CN 205476059U CN 201620265614 U CN201620265614 U CN 201620265614U CN 205476059 U CN205476059 U CN 205476059U
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- reinforcing bar
- bar
- concrete rib
- diagonal
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 52
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 8
- 239000010959 steel Substances 0.000 claims abstract description 8
- 230000001154 acute effect Effects 0.000 claims abstract description 6
- 230000002787 reinforcement Effects 0.000 claims description 9
- 230000015572 biosynthetic process Effects 0.000 abstract 1
- 239000004744 fabric Substances 0.000 abstract 1
- 210000003205 muscle Anatomy 0.000 description 3
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000005336 cracking Methods 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model provides a concrete rib superimposed sheet component, comprising a base plate, at least, set up one row of steel bar truss on the bottom plate, steel bar truss is by the concrete rib, first reinforcing bar and second bar formation, the one end of first reinforcing bar and second reinforcing bar is put into respectively in the concrete rib, the bottom plate is put into respectively to the other end of first reinforcing bar and second reinforcing bar, interior concrete rib is parallel with the bottom plate, set up first contained angle alpha 1 between first reinforcing bar and the second reinforcing bar, first contained angle alpha 1 is the acute angle, first reinforcing bar sets up first diagonal bar of several and several second diagonal bar respectively along bottom plate length direction, the first diagonal bar of several is parallel to each other in the coplanar. Because the utility model discloses overall structure's is stable good, and compressive property is high, so within possible 30 millimeters of the bottom plate, the alleviateing under the condition of dead weight 50% of the width of cloth, alleviateed roof beam, post, wall, basic component 's weight to building layer's headroom has been increased. The utility model discloses still have advantages such as overall structure is firm, indeformable.
Description
Technical field
This utility model relates to building element, is a kind of concrete rib superimposed sheet component.
Background technology
The commonly used superimposed sheet component of building field has various structures, mainly needs to choose according to different construction styles, different building occupancies etc..The common deficiency of various superimposed sheet components is that integral rigidity is relatively low, entire compression is low, be easily generated cracking, span is little, deadweight compared with big, amount of reinforcement is more, the particularly heavier-weight of base plate, thickness must reach 60 millimeters-80 millimeters, cause the structural elements such as beam, post, wall, basis need to strain greatly mutually, reduce floor height headroom, cast in place process complexity etc. when constructing at the scene.
Utility model content
The purpose of this utility model is to provide a kind of group space truss beam, and it can solve the problem that the deficiencies in the prior art.
This utility model is for achieving the above object, it is achieved through the following technical solutions: a kind of concrete rib superimposed sheet component, including base plate, at least provided with a placing of reinforcement truss on base plate, steel bar girder is made up of concrete rib, the first reinforcing bar and the second reinforcing bar, and one end of the first reinforcing bar and the second reinforcing bar is respectively implanted in concrete rib, and the other end of the first reinforcing bar and the second reinforcing bar is respectively implanted base plate, inner concrete rib is parallel with base plate, arranges the first angle α between the first reinforcing bar and the second reinforcing bar1, the first angle α1For acute angle, first reinforcing bar is respectively provided with several first diagonal bar and several second diagonal bar along floor length direction, several first diagonal bars are parallel to each other in the same plane, and several second diagonal bars are parallel to each other in the same plane, arrange the second angle α between each first diagonal bar and the second diagonal bar2, the second angle α1For acute angle, second reinforcing bar is respectively provided with several 3rd diagonal bar and several 4th diagonal bar along floor length direction, several 3rd diagonal bars are parallel to each other in the same plane, and several 4th diagonal bars are parallel to each other in the same plane, arrange the 3rd angle α between the 3rd diagonal bar and the 4th diagonal bar3, the second angle α2It is 30 °-80 °, the 3rd angle α3Being 30 °-80 °, the cross-sectional area of concrete rib is rectangle, a length of 100 millimeters-250 millimeters, and width is 30 millimeters-60 millimeters.First angle α1It it is 45 °-65 °.Arranging multiple rows of steel bar girder on base plate, the distance of the concrete rib centreline space of every two placing of reinforcement truss is 60 centimetres-90 centimetres.One end of first reinforcing bar and the second reinforcing bar is connected with the middle part of concrete rib respectively.The thickness of base plate is 25 millimeters-30 millimeters.
This utility model advantage is: it can once produce integral product on the production line of factory, the cross sectional moment of inertia of superimposed sheet component is big, bending resistance is strong, rigidity is big, good stability, it is not likely to produce cracking, adapts to the building demands such as large-span industrial building, workshop, warehouse, it is simple to the pipeline such as prestressing force vertical direction reinforcing bar in through-flooring, the water power being easy to arrange in building.Superimposed sheet component partial good stability, and can the most freely cut, due to the integrally-built good stability of this utility model, compressive property is high, so within base plate can accomplish 30 millimeters, width alleviate deadweight 50% in the case of, alleviate the weight of beam, post, wall, basic component, and add the head room of construction level.This utility model also has the advantages such as overall structure is firm, indeformable.
Accompanying drawing explanation
Accompanying drawing 1 is structural representation of the present utility model；Fig. 2 is the right TV structure schematic diagram of Fig. 1；Fig. 3 is the plan structure schematic diagram of Fig. 1；Fig. 4 is the backsight structural representation of Fig. 1.
Detailed description of the invention
This utility model is described further by comparison accompanying drawing.
In figure, 3 is base plate, at least provided with a placing of reinforcement truss on base plate 3, steel bar girder is made up of concrete rib the 1, first reinforcing bar 7 and the second reinforcing bar 2, one end of first reinforcing bar 7 and the second reinforcing bar 2 is respectively implanted in concrete rib 1, the other end of the first reinforcing bar 7 and the second reinforcing bar 2 is respectively implanted in base plate 3, concrete rib 1 is parallel with base plate 3, arranges the first angle α between the first reinforcing bar 7 and the second reinforcing bar 21, the first angle α1For acute angle, first reinforcing bar 7 is respectively provided with several first diagonal bar 8 and several second diagonal bar 9 along base plate 3 length direction, several first diagonal bars 8 are parallel to each other in the same plane, and several second diagonal bars 9 are parallel to each other in the same plane, arrange the second angle α between each first diagonal bar 8 and the second diagonal bar 92, the second angle α1For acute angle, second reinforcing bar 2 is respectively provided with several 3rd diagonal bar 10 and several 4th diagonal bar 11 along base plate 3 length direction, several 3rd diagonal bars 10 are parallel to each other in the same plane, and several 4th diagonal bars 11 are parallel to each other in the same plane, arrange the 3rd angle α between the 3rd diagonal bar 10 and the 4th diagonal bar 113.Arranging a plurality of brace rod 4 in base plate 3 in this utility model said structure is deformed bar, concrete rib 1 arranges reinforcement 5, preferably scheme the first reinforcing bar 7 and second reinforcing bar 2 one end is all connected with reinforcement 5, it is possible to increase the compressive property of superimposed sheet component further.
The further scheme that this utility model provides is: the first angle α1It is 35 °-75 °, plants angle and can make to form more preferable stability, more preferable crushing resistance between first reinforcing bar the 7, second reinforcing bar 2, concrete muscle 1 and base plate 3.
Second angle α described in the utility model2It is 30 °-80 °, the 3rd angle α3It it is 40 °-70 °.This angle can improve several first diagonal bar 8 and the support strength of several second diagonal bar 9 further, and several 3rd diagonal bar 10 and the support strength of several 4th diagonal bar 11, and then increases the overall performance of superimposed sheet component.
The most preferential scheme of this utility model is；First angle α1Being 45 °-65 °, this angle can make to form more preferable stability, more preferable crushing resistance between first reinforcing bar the 7, second reinforcing bar 2, concrete muscle 1 and base plate 3.
Arranging multiple rows of steel bar girder on base plate 3 described in the utility model, the distance of concrete rib 1 centreline space of every two placing of reinforcement truss is 60 centimetres-90 centimetres.The above-mentioned preferred version of this utility model, just can make larger area by superimposed sheet component, it may be directly applied to the Factory Building of large span, workshop, skyscraper etc., simultaneously, can also according to requirements shear use, stability in the large, rigidity and local stability etc. all reach preferable performance.
Arranging brace rod 4 in base plate 3 described in the utility model, brace rod 4 is the through muscle through base plate 3 two ends.The cross-sectional area of described concrete rib 1 is rectangle, a length of 100 millimeters-250 millimeters, and width is 30 millimeters-60 millimeters, and said structure is easy to improve the support strength of concrete rib, improves and the first reinforcing bar 7 and degree of being connected firmly of the second reinforcing bar 2.
Further program of the utility model is；The thickness of base plate 3 is 25 millimeters-30 millimeters.It can alleviate own wt and make superimposed sheet reach the performances such as preferable resistance to compression.
Brace rod 4 in base plate 3 described in the utility model and the reinforcing bar 5 in concrete rib 1 can be deformed bars.
Claims (8)
1. a concrete rib superimposed sheet component, it is characterized in that: include base plate (3), at least provided with a placing of reinforcement truss on base plate (3), steel bar girder is made up of concrete rib (1), the first reinforcing bar (7) and the second reinforcing bar (2), one end of first reinforcing bar (7) and the second reinforcing bar (2) is respectively implanted in concrete rib (1), the other end of the first reinforcing bar (7) and the second reinforcing bar (2) is respectively implanted in base plate (3), concrete rib (1) is parallel with base plate (3), arranges the first angle α between the first reinforcing bar (7) and the second reinforcing bar (2)1, the first angle α1For acute angle, first reinforcing bar (7) is respectively provided with several first diagonal bar (8) and several second diagonal bar (9) along base plate (3) length direction, several first diagonal bars (8) are parallel to each other in the same plane, several second diagonal bars (9) are parallel to each other in the same plane, arrange the second angle α between each first diagonal bar (8) and the second diagonal bar (9)2Second reinforcing bar (2) is respectively provided with several 3rd diagonal bar (10) and several 4th diagonal bar (11) along base plate (3) length direction, several 3rd diagonal bars (10) are parallel to each other in the same plane, several 4th diagonal bars (11) are parallel to each other in the same plane, arrange the 3rd angle α between the 3rd diagonal bar (10) and the 4th diagonal bar (11)3。
A kind of concrete rib superimposed sheet component the most according to claim 1, it is characterised in that: the first angle α1It it is 35 °-75 °.
A kind of concrete rib superimposed sheet component the most according to claim 1, it is characterised in that: the second angle α2It it is 30 °-80 °.
A kind of concrete rib superimposed sheet component the most according to claim 1, it is characterised in that: the 3rd angle α3It it is 30 °-80 °.
A kind of concrete rib superimposed sheet component the most according to claim 1, it is characterised in that: the cross-sectional area of concrete rib (1) is rectangle, a length of 100 millimeters-250 millimeters, and width is 30 millimeters-60 millimeters.
A kind of concrete rib superimposed sheet component the most according to claim 1, it is characterised in that: arranging multiple rows of steel bar girder on base plate (3), the distance of concrete rib (1) centreline space of every two placing of reinforcement truss is 60 centimetres-90 centimetres.
A kind of concrete rib superimposed sheet component the most according to claim 1, it is characterised in that: middle part with concrete rib (1) respectively, one end of the first reinforcing bar (7) and the second reinforcing bar (2) is connected.
A kind of concrete rib superimposed sheet component the most according to claim 1, it is characterised in that: the thickness of base plate (3) is 25 millimeters-30 millimeters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620265614.7U CN205476059U (en) | 2016-04-01 | 2016-04-01 | Concrete rib superimposed sheet component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620265614.7U CN205476059U (en) | 2016-04-01 | 2016-04-01 | Concrete rib superimposed sheet component |
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| Publication Number | Publication Date |
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| CN205476059U true CN205476059U (en) | 2016-08-17 |
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| CN201620265614.7U Active CN205476059U (en) | 2016-04-01 | 2016-04-01 | Concrete rib superimposed sheet component |
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| CN (1) | CN205476059U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105756276A (en) * | 2016-04-01 | 2016-07-13 | 张波 | Concrete rib laminated slab component |
-
2016
- 2016-04-01 CN CN201620265614.7U patent/CN205476059U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105756276A (en) * | 2016-04-01 | 2016-07-13 | 张波 | Concrete rib laminated slab component |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |