CN202391137U - Reinforced concrete beam steel binding support - Google Patents
Reinforced concrete beam steel binding support Download PDFInfo
- Publication number
- CN202391137U CN202391137U CN 201120499467 CN201120499467U CN202391137U CN 202391137 U CN202391137 U CN 202391137U CN 201120499467 CN201120499467 CN 201120499467 CN 201120499467 U CN201120499467 U CN 201120499467U CN 202391137 U CN202391137 U CN 202391137U
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- reinforcing bar
- bar
- steel bar
- underframe
- support
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Abstract
The utility model discloses a reinforced concrete beam steel binding support comprising two struts arranged side by side. Each strut comprises a vertical steel bar, a T-shaped underframe is arranged on the bottom of each vertical steel bar, the node part of each underframe is welded at the bottom end of each vertical steel bar, a support steel bar is connected between each underframe and each vertical steel bar, a steel bar hook with an upward bending mouth is welded at the upper part of each vertical steel bar, and a cross bar, the end parts of which are overlapped in the steel bar hooks, is connected between the two struts. The reinforced concrete beam steel binding supports are paired to use; and firstly, an upper longitudinal bar of a beam is overlapped between the cross bars of the two supports, and then a plurality of beam stirrups are arranged on the upper longitudinal bar of the beam and are bound. The bottom of the support can be directly placed on the ground, and the cross bar is arranged in the steel bar hooks, so that the support is located stably and is reliable in support. The reinforced concrete beam steel binding support can be made from steel bar leftovers in a construction site, is simple in structure, convenient to use and easy to operate, can finish the binding procedure through simple adjustment, is quick and convenient, can meet various size requirements, and is suitable for being popularized and used.
Description
Technical field
The utility model relates to the holder device of assisting reinforcing bar binding in a kind of construction work, specifically, relates to reinforcing bar binding measure holder device in a kind of cast-in-situ steel reinforced concrete grade beam.
Background technology
Cast-in-place structural steel concrete grade beam is widely used in the basic part in industry and the civilian construction in civil construction project, and is absolutely necessary.The steel concrete grade beam disposes the longitudinal stress reinforcing bar respectively along the upper and lower of beam, to bear the caused pulling force of moment of flexure in the section that mainly bears moment of flexure.In moment of flexure and the coefficient section of shearing, configuration lateral tie and oblique reinforcing bar, with bear shearing and and longitudinal reinforcement bear moment of flexure jointly.
In cast-in-place structural reinforced concrete beam reinforcing bar binding in the past, often adopt fastener that many steel pipes are connected, the cuboid framework is set up in combination, mounting reinforcing steel bars and carry out colligation on framework, and after reinforcing bar binding finishes, again steel pipe is removed.So in use need take circulation material, increase this position reinforcing bar binding cost of construction materials virtually, with number and working time.
Of the prior art still do not have concrete device and be optimized improvement to this kind situation.
The utility model content
What the utility model will solve is the technical problem that cast-in-place structural grade beam reinforcing bar binding is all comparatively loaded down with trivial details, take circulation material; A kind of reinforced concrete beam reinforcing bar binding support is provided; Simple in structure, easy to use; Obviously improve the efficient of steel concrete grade beam colligation, practice thrift circulation material,, and can have enough to meet the need use with number, correlative charges on the working time.
In order to solve the problems of the technologies described above, the utility model is achieved through following technical scheme:
A kind of reinforced concrete beam reinforcing bar binding support; Constitute by rack body; Said rack body comprises two poles that are arranged side by side; Each said pole comprises that a root bottom part is provided with the vertical reinforcing bar of T font underframe, and the node place of said underframe is welded in vertical reinforcing bar bottom, is connected with bearing bar between said underframe and the said vertical reinforcing bar; Said vertical reinforcing bar top is welded with the reinforcing bar crotch that curved mouth makes progress, and is connected with the cross bar of end overlap joint in said reinforcing bar crotch between two said poles.
Be welded with two bearing bars between said underframe and the said vertical reinforcing bar, soldering angle is respectively 45 ° and 60 °.
The beneficial effect of the utility model is:
The utility model is used in pairs, between the cross bar of two supports, sets up the beam upper longitudinal bar earlier, a plurality of beam stirrups is installed on the beam upper longitudinal bar again and is carried out colligation.Frame bottom can directly be positioned over ground, and whippletree is arranged in the reinforcing bar crotch, is located stablely, supports reliable.The utility model only needs the leftover bits and pieces of the reinforcing bar of job site to make, and is simple in structure, easy to use, easy operating, and simple adjustment can be accomplished colligation, and rapid and convenient can adapt to multiple dimensional requirement, is suitable for promoting the use of.
Description of drawings
Fig. 1 is the structural representation of the utility model;
Fig. 2 is the structural representation of pole in the utility model.
Among the figure: 1: the first underframe reinforcing bar, 2: the second underframe reinforcing bars, 3: the first bearing bars, 4: the second bearing bars, 5: vertical reinforcing bar, 6: reinforcing bar crotch, 7: cross bar.
The specific embodiment
Below in conjunction with accompanying drawing present embodiment is done further to describe in detail:
As shown in Figure 1, present embodiment has disclosed a kind of reinforced concrete beam reinforcing bar binding support, comprises two poles that are arranged side by side, and is connected with cross bar 7 between two pole tops.
As shown in Figure 2, each pole comprises a vertical reinforcing bar 5, and vertical reinforcing bar 5 bottoms are welded with the first underframe reinforcing bar 1 and the second underframe reinforcing bar 2 with its same size.The first underframe reinforcing bar 1 and the second underframe reinforcing bar 2 are welded into the T font, as underframe, and both welding node places and vertically reinforcing bar 5 bottoms welding.Be welded with first bearing bar 3 and second bearing bar 4 respectively between the two ends of the first underframe reinforcing bar 1 and the vertical reinforcing bar 5; First bearing bar 3 is 45 ° with the soldering angle of vertical reinforcing bar 5; Second bearing bar 4 is 60 ° with the soldering angle of vertical reinforcing bar 5, to guarantee the stability requirement of reinforcing bar.
Vertically the top of reinforcing bar 5 is welded with reinforcing bar crotch 6, and curved mouthful of reinforcing bar crotch 6 upwards.Cross bar 7 two ends that connected between two poles are arranged at respectively among two reinforcing bar crotches 6.
During use, the support of the utility model is erected in couples the both sides of grade beam.At first the beam upper longitudinal bar is positioned on two cross bars 7, mounting rail stirrup on the beam upper longitudinal bar carries out reinforcing bar binding then then.After the reinforcement installation colligation finishes, extract the cross bar 7 on the support out, beam steel is fallen within the ground get final product.
Although combine accompanying drawing that the preferred embodiment of the utility model is described above; But the utility model is not limited to the above-mentioned specific embodiment, and the above-mentioned specific embodiment only is schematically, is not restrictive; Those of ordinary skill in the art is under the enlightenment of the utility model; Not breaking away under the scope situation that the utility model aim and claim protect, can also make the concrete conversion of a lot of forms, these all belong within the protection domain of the utility model.
Claims (2)
1. reinforced concrete beam reinforcing bar binding support; Constitute by rack body; It is characterized in that said rack body comprises two poles that are arranged side by side, each said pole comprises that a root bottom part is provided with the vertical reinforcing bar of T font underframe; The node place of said underframe is welded in vertical reinforcing bar bottom; Be connected with bearing bar between said underframe and the said vertical reinforcing bar, said vertical reinforcing bar top is welded with the reinforcing bar crotch that curved mouth makes progress, and is connected with the cross bar of end overlap joint in said reinforcing bar crotch between two said poles.
2. a kind of reinforced concrete beam reinforcing bar binding support according to claim 1 is characterized in that, is welded with two bearing bars between said underframe and the said vertical reinforcing bar, and soldering angle is respectively 45 ° and 60 °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120499467 CN202391137U (en) | 2011-12-05 | 2011-12-05 | Reinforced concrete beam steel binding support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120499467 CN202391137U (en) | 2011-12-05 | 2011-12-05 | Reinforced concrete beam steel binding support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202391137U true CN202391137U (en) | 2012-08-22 |
Family
ID=46666071
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201120499467 Expired - Fee Related CN202391137U (en) | 2011-12-05 | 2011-12-05 | Reinforced concrete beam steel binding support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202391137U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102979311A (en) * | 2012-12-06 | 2013-03-20 | 上海中锦建设集团股份有限公司 | Auxiliary device for binding reinforcements of reinforced concrete beam and application thereof |
| CN103184508A (en) * | 2013-02-18 | 2013-07-03 | 福建福晶科技股份有限公司 | Laser crystal single crystal furnace mounting bracket |
| CN109457988A (en) * | 2018-11-27 | 2019-03-12 | 中铁十四局集团第工程发展有限公司 | A kind of construction safety protection canopy |
| CN110381731A (en) * | 2017-01-17 | 2019-10-25 | Aj 海洋有限公司 | Modular screen work and barrier system |
| CN111438309A (en) * | 2020-05-09 | 2020-07-24 | 宁波优造建筑科技有限公司 | Batch beam steel bar inverted binding frame and beam steel bar binding method |
| CN111472439A (en) * | 2020-04-25 | 2020-07-31 | 王晨庄 | Novel reinforcing steel bar, anti-seismic reinforcing steel bar, communication reinforcing steel bar and damping building |
| CN111852030A (en) * | 2020-07-22 | 2020-10-30 | 广东电白二建集团有限公司 | Precise construction method for large concrete filled steel tube column ring beam reinforcing steel bar with shear ring |
-
2011
- 2011-12-05 CN CN 201120499467 patent/CN202391137U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102979311A (en) * | 2012-12-06 | 2013-03-20 | 上海中锦建设集团股份有限公司 | Auxiliary device for binding reinforcements of reinforced concrete beam and application thereof |
| CN102979311B (en) * | 2012-12-06 | 2015-04-01 | 上海中锦建设集团股份有限公司 | Auxiliary device for binding reinforcements of reinforced concrete beam and application thereof |
| CN103184508A (en) * | 2013-02-18 | 2013-07-03 | 福建福晶科技股份有限公司 | Laser crystal single crystal furnace mounting bracket |
| CN110381731A (en) * | 2017-01-17 | 2019-10-25 | Aj 海洋有限公司 | Modular screen work and barrier system |
| CN109457988A (en) * | 2018-11-27 | 2019-03-12 | 中铁十四局集团第工程发展有限公司 | A kind of construction safety protection canopy |
| CN111472439A (en) * | 2020-04-25 | 2020-07-31 | 王晨庄 | Novel reinforcing steel bar, anti-seismic reinforcing steel bar, communication reinforcing steel bar and damping building |
| CN111472439B (en) * | 2020-04-25 | 2021-10-08 | 安徽祥龙建设集团有限公司 | Reinforcing steel bar, anti-seismic reinforcing steel bar, communication reinforcing steel bar and damping building |
| CN111438309A (en) * | 2020-05-09 | 2020-07-24 | 宁波优造建筑科技有限公司 | Batch beam steel bar inverted binding frame and beam steel bar binding method |
| CN111852030A (en) * | 2020-07-22 | 2020-10-30 | 广东电白二建集团有限公司 | Precise construction method for large concrete filled steel tube column ring beam reinforcing steel bar with shear ring |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120822 Termination date: 20201205 |