CN205444917U - Concrete high-low grade separator - Google Patents
Concrete high-low grade separator Download PDFInfo
- Publication number
- CN205444917U CN205444917U CN201521126422.XU CN201521126422U CN205444917U CN 205444917 U CN205444917 U CN 205444917U CN 201521126422 U CN201521126422 U CN 201521126422U CN 205444917 U CN205444917 U CN 205444917U
- Authority
- CN
- China
- Prior art keywords
- square steel
- template
- curb plate
- bar
- reinforcing bar
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 28
- 239000010959 steel Substances 0.000 claims abstract description 28
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 23
- 239000000203 mixture Substances 0.000 claims description 6
- 239000002699 waste material Substances 0.000 abstract description 8
- 238000003466 welding Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 9
- 235000010627 Phaseolus vulgaris Nutrition 0.000 description 4
- 244000046052 Phaseolus vulgaris Species 0.000 description 4
- 210000003205 muscle Anatomy 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000004064 recycling Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000007306 turnover Effects 0.000 description 2
- 230000000739 chaotic effect Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a concrete height label separator, including 4 supports (1), every support (1) comprises two reinforcing bars (3) of one side of a square steel (2) and welding and leaves the clearance between two reinforcing bars (3) and square steel (2), adopts bolt or steel bar connection to constitute support (4) between two liang of tip of 4 supports (1), including a plurality of template strip (5), template strip (5) are by long curb plate (6), splint (7) and short curb plate (8) one end align the concatenation and constitute, long curb plate (6) card of template strip (5) go into in the clearance that leaves between reinforcing bar (3) and square steel (2) and reinforcing bar (3) get into long curb plate (6) and short curb plate (8) between the space. The utility model provides a high-rise beam column node concrete grade not a moment, the quality common fault that beam column node concrete strength grade is difficult to guarantee, with old and useless template changing waste into valuables, low cost, preparation convenience, simple structure, dependable performance can have enough to meet the need utilization, easy operation, practicality big, green, can use widely in a large number simultaneously.
Description
Technical field
This utility model relates to a kind of concrete height low grade separator.
Background technology
Along with developing rapidly of building industry, building height is constantly refreshed, high-rise for reducing construction cost, is the design concept meeting the weak beam of wall column simultaneously, designs often difference with layer beam column strength grade of concrete bigger.The Normal practice during construction of bean column node height low-grade concrete is: beam slab the most manually arranges steel wire colligation, in beam, steel wire is to put installation before beam, in plate be then treat plate face reinforcing bar binding after, steel wire is cut into strip more manually with hands colligation from the inside, the drawback of the method is: first, hands interts fixing in the middle of bar-mat reinforcement, easily causes injured；Second, steel wire is the most recyclable, causes waste of material, and cost increases；3rd, steel wire can only be arranged between levels reinforcing bar, trickles due to concrete when pouring, and when causing pouring, column beam joint height low-grade concrete is chaotic or leakiness is blocked in post-cast strip；4th, steel wire cannot take out, and forms a structural weak band artificially；5th, speed of application is too slow, and inconvenient operation, construction efficiency is extremely low.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of construction quality being effective to ensure that node location when bean column node height low-grade concrete pours the concrete height low grade separator that can efficiently have enough to meet the need use, be widely popularized.
In order to solve above-mentioned technical problem, the concrete height low grade separator that this practicality provides, including 4 bearings, each described bearing is left gap by between a square steel and two reinforcing bars form and two described reinforcing bar and the described square steel of the side being welded on described square steel, bolt or bar connecting composition support is used between two both ends of 4 described bearings, including multiple template bars, described template bar is by long side plate, one end alignment splicing composition of clamping plate and short side plate, the long side plate of described template bar snap in the gap left between described reinforcing bar and described square steel and described reinforcing bar enter described in long side plate and described short side plate between space.
The specification of described square steel is 50X50, and the specification of described reinforcing bar is Φ 14.
Use the concrete height low grade separator of technique scheme, support is become with reinforcing bar welding production with reference to the accompanying drawings by square steel, it is fabricated to template bar according to plate muscle spacing by waste and old template, template bar snaps between square steel and reinforcing bar, forming concrete height low grade separator, concrete initial set moves forward to next node turnover and uses.
Use square steel welded reinforcement, utilize the waste and old template in building site to be fabricated to template bar according to plate muscle spacing to be formed simultaneously, effectively bean column node concrete construction quality cannot ensure, the problem that construction efficiency is low, the problem solving waste and old template recycling, returning apparatus can have enough to meet the need use simultaneously, turns waste into wealth, with low cost, easy to make, simple in construction, dependable performance can have enough to meet the need utilization, simple to operate, practicality big, environmental protection.
After using this technology, solve the recycling problem of waste and old plank sheathing；Simultaneously because of with low cost, solve the keeping problem of refuse bin；Can be widely popularized in construction site.
In sum, this utility model is a kind of construction quality being effective to ensure that node location when bean column node height low-grade concrete pours the concrete height low grade separator that can efficiently have enough to meet the need use, be widely popularized.
Accompanying drawing explanation
Fig. 1 is the plane graph of single bearing.
Fig. 2 is line A-A profile along Fig. 1.
Fig. 3 is chassis plane figure.
Fig. 4 is template bar profile.
Fig. 5 is template bar and bearing assembly back plan view.
Detailed description of the invention
The utility model is described in further detail with detailed description of the invention below in conjunction with the accompanying drawings.
See Fig. 1, Fig. 2, Fig. 3, Fig. 4 and Fig. 5, concrete height low grade separator, including 4 bearings 1, each bearing 1 is formed by the reinforcing bar 3 that two specifications are Φ 14 that specification is 50X50 square steel 2 and the side being welded on square steel 2 and is left gap between two reinforcing bars 3 and square steel 2, bolt or bar connecting composition support 4 is used between the two ends of 4 bearings 1, including multiple template bars 5, template bar 5 is by long side plate 6, one end alignment splicing composition of clamping plate 7 and short side plate 8, the long side plate 6 of template bar 5 inserts in the gap left between reinforcing bar 3 and square steel 2 and reinforcing bar 3 enters the space between long side plate 6 and short side plate 8.
Seeing Fig. 1, Fig. 2, Fig. 3, Fig. 4 and Fig. 5, made single bearing 1 according to frame column or shear walls design size by 1 50X50 square steel 2 Φ 14 reinforcing bar of welding, four bearings 1 are formed support 4 by bolt or bar connecting.According to plate muscle spacing and thickness of slab by 3 pieces of waste and old plank sheathing template bars 5；Template bar 5 is snapped in support 4 and i.e. forms concrete height low grade separator.Concrete initial set moves forward to next node turnover and uses.
Claims (2)
- null1. a concrete height low grade separator，It is characterized in that: include 4 bearings (1)，Each described bearing (1) is left gap by between a square steel (2) and two reinforcing bars (3) form and two described reinforcing bar (3) and the described square steel (2) of the side being welded on described square steel (2)，Bolt or bar connecting composition support (4) is used between two both ends of 4 described bearings (1)，Including multiple template bars (5)，Described template bar (5) is by long side plate (6)、One end alignment splicing composition of clamping plate (7) and short side plate (8)，The long side plate (6) of described template bar (5) snap in the gap left between described reinforcing bar (3) and described square steel (2) and described reinforcing bar (3) enter described in long side plate (6) and described short side plate (8) between space.
- Concrete height low grade separator the most according to claim 1, is characterized in that: the specification of described square steel (2) is 50X50, and the specification of described reinforcing bar (3) is Φ 14.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521126422.XU CN205444917U (en) | 2015-12-29 | 2015-12-29 | Concrete high-low grade separator |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521126422.XU CN205444917U (en) | 2015-12-29 | 2015-12-29 | Concrete high-low grade separator |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205444917U true CN205444917U (en) | 2016-08-10 |
Family
ID=56598321
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521126422.XU Expired - Fee Related CN205444917U (en) | 2015-12-29 | 2015-12-29 | Concrete high-low grade separator |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205444917U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108252520A (en) * | 2017-12-06 | 2018-07-06 | 中国十七冶集团有限公司 | A kind of different brackets concrete combined type isolating device |
-
2015
- 2015-12-29 CN CN201521126422.XU patent/CN205444917U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108252520A (en) * | 2017-12-06 | 2018-07-06 | 中国十七冶集团有限公司 | A kind of different brackets concrete combined type isolating device |
| CN108252520B (en) * | 2017-12-06 | 2019-08-09 | 中国十七冶集团有限公司 | A kind of different brackets concrete combined type isolating device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160810 Termination date: 20191229 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |