CN203808054U - Telescopic cross-shaped rigid support system device for reinforcing cage framework - Google Patents
Telescopic cross-shaped rigid support system device for reinforcing cage framework Download PDFInfo
- Publication number
- CN203808054U CN203808054U CN201420165067.6U CN201420165067U CN203808054U CN 203808054 U CN203808054 U CN 203808054U CN 201420165067 U CN201420165067 U CN 201420165067U CN 203808054 U CN203808054 U CN 203808054U
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- welded
- support system
- rigid support
- reinforcing cage
- system device
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 27
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 14
- 239000010959 steel Substances 0.000 claims abstract description 14
- 230000002787 reinforcement Effects 0.000 claims description 18
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 238000000034 method Methods 0.000 abstract description 8
- 230000000694 effects Effects 0.000 abstract description 4
- 239000002699 waste material Substances 0.000 description 7
- 238000010276 construction Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- HSFWRNGVRCDJHI-UHFFFAOYSA-N alpha-acetylene Natural products C#C HSFWRNGVRCDJHI-UHFFFAOYSA-N 0.000 description 3
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 125000002534 ethynyl group Chemical group [H]C#C* 0.000 description 3
- 239000007789 gas Substances 0.000 description 3
- 239000001301 oxygen Substances 0.000 description 3
- 229910052760 oxygen Inorganic materials 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
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- Working Measures On Existing Buildindgs (AREA)
Abstract
The utility model relates to a telescopic cross-shaped rigid support system device for a reinforcing cage framework. The telescopic cross-shaped rigid support system device is provided with a CO type turnbuckle which comprises a pull rod, nuts arranged at the upper end and the lower end of the pull rod as well as an upper thread adjusting rod and a lower thread adjusting rod which are arranged in the upper nut and the lower nut respectively, wherein a circular arc end is welded on the head of the upper thread adjusting rod, a bent hook is welded at the tail end of the lower thread adjusting rod, and the circular arc end adopts a semicircular structure; and a steel bar which is coaxial with the upper thread adjusting rod and the lower thread adjusting rod is welded on the bent hook, and semicircular round steel is welded at the tail end of the steel bar. The telescopic cross-shaped rigid support system device for the reinforcing cage framework can be repeatedly used, and gas cutting is not required in the use process, so that time and labor are saved; the device is provided with four supporting points, and supporting is firmer; and the effect for preventing a reinforcing cage from deformation is better during hoisting, horizontal constraining force can be provided in the laying process of the reinforcing cage framework, and the laying time for the reinforcing cage is saved.
Description
technical field:
The utility model relates to a kind of reinforcement cage skeleton bracing or strutting arrangement, relates in particular to a kind of extension type reinforcement cage skeleton cross rigid support system device.
background technology:
in recent years, construction work industry competition was growing more intense, and in the supreme epoch of this progress, construction speed has determined benefit.Reinforcing cage is the important component part in construction work operation, it mainly plays drawing-resistant function, this is because concrete compressive strength is high but tensile strength is very low, therefore can play to pile concrete the effect of constraint by reinforcing cage is set, and makes it to bear certain horizontal force.General reinforcing cage is all to make in advance, is then transported to appointed place cast is installed.In order to prevent that distortion from appearring in reinforcing cage in transportation, traditional mode is by gusseted device, reinforcement cage skeleton to be supported, but this construction technology exists following several large defects:
One, reinforcing bar waste of material is large, installs at every turn and cut off spillage of material, and after cutting off once, because gusseted muscle length shortens, cannot reuse.
Two, while cutting off, must use the method for gas cutting, time-consuming, expense material and cause the waste of oxygen, acetylene, and must avoid sound detecting pipe, prevent the sound detecting pipe of burning.
Three, gusseted muscle is installed difficulty, needs two skilled electric welders to operate, labor intensive.
Four, gusseted only has three fulcrums, and required bearing bar model is relatively large, and compliance is little.
summary of the invention:
Technical problem to be solved in the utility model is, provide one can make reinforcement cage skeleton that horizontal restrain power is provided in decentralization process, reduce the waste of reinforcing bar material simultaneously and save reinforcing cage the extension type reinforcement cage skeleton cross rigid support system device of the time of transferring.
In order to solve the problems of the technologies described above, the utility model is achieved through the following technical solutions: a kind of extension type reinforcement cage skeleton cross rigid support system device, there is CO type turnbuckle, described CO type turnbuckle by pull bar, be arranged on the nut at the upper and lower two ends of pull bar and the upper threaded adjusting bar and the lower threaded adjusting bar that are separately positioned in upper and lower two nuts form, the head of described upper threaded adjusting bar is welded with arc end, the end of lower threaded adjusting bar is welded with crotch, and described arc end is semicircular structure; On described crotch, be welded with and upper threaded adjusting bar and the coaxial reinforcing bar of lower threaded adjusting bar, the end of described reinforcing bar is welded with semi arch round steel.
Preferably, the cambered surface of the arc end of described semicircular structure and semi arch round steel is all outside.
Preferably, described arc end and semi arch round steel are mutually at an angle of 90.
Compared with prior art, usefulness of the present utility model is: this extension type reinforcement cage skeleton cross rigid support system device can reuse, and does not have waste, and it need to change bending flange screw once in a while; In use procedure, do not need gas cutting, thereby saved the time, avoided the waste of oxygen and acetylene; And this device does not need extraordinary work operation, has saved manpower, and it has and has four fulcrums, gusseted than three fulcrums is more firm, when lifting, prevent that reinforcing cage deformation effect is better, in reinforcement cage skeleton decentralization process, can provide horizontal restrain power, transfer and save time for reinforcing cage.
brief description of the drawings:
Below in conjunction with accompanying drawing, the utility model is further illustrated.
Fig. 1 is the utility model extension type reinforcement cage skeleton cross rigid support system apparatus structure schematic diagram.
In figure: 1, CO type turnbuckle; 2, arc end; 3, semi arch round steel; 4, reinforcing bar; 5, upper threaded adjusting bar; 6, lower threaded adjusting bar; 7, pull bar; 8, nut; 9, crotch.
detailed description of the invention:
Below in conjunction with the drawings and the specific embodiments, the utility model is described in detail:
A kind of extension type reinforcement cage skeleton cross rigid support system device shown in Fig. 1, there is CO type turnbuckle 1, described CO type turnbuckle 1 by pull bar 7, be arranged on the nut 8 at pull bar two ends Shang Xia 7 and the upper threaded adjusting bar 5 and the lower threaded adjusting bar 6 that are separately positioned in upper and lower two nuts 8 form, the head of described upper threaded adjusting bar 5 is welded with arc end 2, the end of lower threaded adjusting bar 6 is welded with crotch 9, and described arc end 2 is semicircular structure; On described crotch 9, be welded with and upper threaded adjusting bar 5 and the coaxial reinforcing bar 4 of lower threaded adjusting bar 6, the end of described reinforcing bar 4 is welded with semi arch round steel 3; For the ease of bearing bar cage skeleton, the arc end 2 of described semicircular structure and the cambered surface of semi arch round steel 3 are all outside, and described arc end 2 and semi arch round steel 3 are mutually at an angle of 90.
Its concrete operations mode is as follows, add and man-hour a pair of extension type reinforcement cage skeleton cross rigid support system device is laid at reinforcing cage, tightening CO type turnbuckle 1 makes the arc end 2 on threaded adjusting bar 5 on it form at an angle of 90 with the semi arch round steel 3 being welded on reinforcing bar 4, so far for reinforcement cage skeleton provides a supporting role, can effectively prevent that reinforcing cage from producing distortion in processing and transportation.
This extension type reinforcement cage skeleton cross rigid support system device can reuse, and does not have waste, and it need to change bending flange screw once in a while; In use procedure, do not need gas cutting, thereby saved the time, avoided the waste of oxygen and acetylene; And this device does not need extraordinary work operation, has saved manpower, and it has and has four fulcrums, gusseted than three fulcrums is more firm, when lifting, prevent that reinforcing cage deformation effect is better, in reinforcement cage skeleton decentralization process, can provide horizontal restrain power, transfer and save time for reinforcing cage.
It is emphasized that: be only preferred embodiment of the present utility model above, not the utility model is done to any pro forma restriction, any simple modification, equivalent variations and modification that every foundation technical spirit of the present utility model is done above embodiment, all still belong in the scope of technical solutions of the utility model.
Claims (3)
1. an extension type reinforcement cage skeleton cross rigid support system device, there is CO type turnbuckle (1), described CO type turnbuckle (1) by pull bar (7), be arranged on the nut (8) at the upper and lower two ends of pull bar (7) and be separately positioned on upper threaded adjusting bar (5) and lower threaded adjusting bar (6) formation in upper and lower two nuts (8), the head of described upper threaded adjusting bar (5) is welded with arc end (2), the end of lower threaded adjusting bar (6) is welded with crotch (9), it is characterized in that: described arc end (2) is semicircular structure; On described crotch (9), be welded with and upper threaded adjusting bar (5) and the coaxial reinforcing bar (4) of lower threaded adjusting bar (6), the end of described reinforcing bar (4) is welded with semi arch round steel (3).
2. extension type reinforcement cage skeleton cross rigid support system device according to claim 1, is characterized in that: the arc end (2) of described semicircular structure and the cambered surface of semi arch round steel (3) are all outside.
3. extension type reinforcement cage skeleton cross rigid support system device according to claim 1, is characterized in that: described arc end (2) and semi arch round steel (3) are mutually at an angle of 90.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420165067.6U CN203808054U (en) | 2014-04-08 | 2014-04-08 | Telescopic cross-shaped rigid support system device for reinforcing cage framework |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420165067.6U CN203808054U (en) | 2014-04-08 | 2014-04-08 | Telescopic cross-shaped rigid support system device for reinforcing cage framework |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203808054U true CN203808054U (en) | 2014-09-03 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420165067.6U Expired - Fee Related CN203808054U (en) | 2014-04-08 | 2014-04-08 | Telescopic cross-shaped rigid support system device for reinforcing cage framework |
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| Country | Link |
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| CN (1) | CN203808054U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103924583A (en) * | 2014-04-08 | 2014-07-16 | 中交第一公路工程局有限公司 | Telescoping cross rigid supporting system device for reinforcement cage framework |
-
2014
- 2014-04-08 CN CN201420165067.6U patent/CN203808054U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103924583A (en) * | 2014-04-08 | 2014-07-16 | 中交第一公路工程局有限公司 | Telescoping cross rigid supporting system device for reinforcement cage framework |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information |
Inventor after: Zhang Yunhai Inventor after: Xia Liang Inventor before: Xia Liang |
|
| COR | Change of bibliographic data | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 100024 Beijing Chaoyang District Zhou Jia Jing courtyard FHEC Co-patentee after: NO.2 ENGINEERING CO., LTD. OF CCCC FIRST HIGHWAY ENGINEERING Co.,Ltd. Patentee after: CHINA FIRST HIGHWAY ENGINEERING Co.,Ltd. Address before: 100024 Beijing Chaoyang District Zhou Jia Jing courtyard FHEC Co-patentee before: NO.2 ENGINEERING CO., LTD. OF CCCC FIRST HIGHWAY ENGINEERING Co.,Ltd. Patentee before: CCCC FIRST HIGHWAY ENGINEERING Co.,Ltd. |
|
| 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: 20140903 |