CN207757042U - A kind of thread cutter for steel bar operating platform - Google Patents
A kind of thread cutter for steel bar operating platform Download PDFInfo
- Publication number
- CN207757042U CN207757042U CN201820160768.9U CN201820160768U CN207757042U CN 207757042 U CN207757042 U CN 207757042U CN 201820160768 U CN201820160768 U CN 201820160768U CN 207757042 U CN207757042 U CN 207757042U
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- mantle fiber
- main platform
- platform body
- bar
- reinforcing bar
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Abstract
The utility model belongs to construction site Large-size rebar mantle fiber technical field of construction, more particularly to a kind of thread cutter for steel bar operating platform, solve the problems, such as that Large-size rebar is time-consuming and laborious in mantle fiber operation and easy tos produce large error, including main platform body, main platform body be composed of rod piece and section be right-angled trapezium frame body, main platform body is arranged perpendicular to ground and top surface is inclined-plane, the top surface of main platform body is placed with side by side to wait for mantle fiber reinforcing bar along the several of its inclined-plane rolling downslide, main platform body top surface lower one end of absolute altitude is provided with mantle fiber length adjustment device, mantle fiber length adjustment device is connected with slideway, slideway is connected with finished product collecting tank.The utility model is realized using the rotation of roll shaft waits for that mantle fiber reinforcing bar is adjusted relative to the convenient location of die head threading machine, the process-cycle is greatly reduced, and operating platform stability is good, convenient for setting up, size can be adjusted flexibly according to demand, be widely used in the mantle fiber processing of the reinforcing bar under various places.
Description
Technical field
The utility model belongs to construction site Large-size rebar mantle fiber technical field of construction, and in particular to a kind of reinforcing bar
Die head threading machine operating platform.
Background technology
The bar connecting of major diameter is realized generally by mechanical connection in building field, and the mechanical connection of reinforcing bar is to utilize
Two reinforcing bars of mantle fiber are passed through in reinforcing steel bar connecting sleeve tube screwed connection, and the mantle fiber of reinforcing bar is mainly to be realized using thread cutter for steel bar.
The mechanical connection manner of reinforcing bar is for ensureing that reinforced bar engineering quality and the live fire hazard of reduction etc. embody preferable warp
Ji and social value.Existing reinforcing bar mantle fiber processing is a die head threading machine job with the frame body that steel pipe is simply set up.It passes
System the operating process for Large-size rebar mantle fiber be：The reinforcing bar platform blocked is carried to behaviour by two operators from ground
Make platform, then reinforcing bar is drawn near die head threading machine clamp system by two people resultant force, further finely tunes reinforcing bar in clamping mechanism
Elongation finally by steel bar clamping and carries out mantle fiber.It is worked using existing reinforcing bar mantle fiber platform, when bar diameter is in 25mm
When following, operation can be completed with 2 people, but when bar diameter is more than 36mm, since reinforcing bar weight is big, 2 ~ 3 workers
Operation, which all seems, to be caused high effort for；And elongation of the reinforcing bar in clamping mechanism is not easy to control, is easy mantle fiber is made to generate larger
Error.
Invention content
The utility model is time-consuming and laborious and easy to produce large error in mantle fiber operation in order to solve Large-size rebar
Problem provides a kind of thread cutter for steel bar operating platform.
The utility model is achieved by the following technical solution：A kind of thread cutter for steel bar operating platform, including platform master
Body, main platform body be composed of rod piece and section be right-angled trapezium frame body, main platform body perpendicular to ground be arranged and push up
Face is inclined-plane, and the top surface of main platform body is placed with can wait for mantle fiber reinforcing bar, platform master along the several of its inclined-plane rolling downslide side by side
Body top surface lower one end of absolute altitude is provided with mantle fiber length adjustment device, and mantle fiber length adjustment device is connected with slideway, and slideway connects
It is connected to finished product collecting tank.
Main platform body includes cross bar, vertical pole, upright bar and bridging, main platform body according to its gradient be provided with it is several perpendicular to
The top and bottom of the upright bar on ground, main platform body are composed of cross bar and vertical pole, and four sides of main platform body are all provided with
It is equipped with bridging.
Cross bar, vertical pole, upright bar and bridging are seamless steel pipe or scaffold tube.
Mantle fiber length adjustment device includes several spaced roll shafts, and the both ends of roll shaft are fixed with perpendicular steel
Column, steel column are plugged in upright bar, and the rotation direction of roll shaft is identical as the length direction of mantle fiber reinforcing bar is waited for.
Main platform body side is in same linear position with mantle fiber length adjustment device and is provided with die head threading machine.
The top surface inclination angle of main platform body is 5 °~8 °.
Finished product collecting tank is the rectangular box structure that chock is composed, and the distal end of finished product collecting tank is provided with for finished product
The baffle of reinforcing bar limit.
The reinforcing bar completed to length setting carries out mantle fiber processing：First passing through artificial or hanging device will wait for mantle fiber reinforcing bar along flat
The slope surface of platform main body is placed side by side, since the inclination angle of main platform body is 5 °~8 °, when mantle fiber reinforcing bar is not by outer force effect
Stable state is can be at, for needing the reinforcing bar of mantle fiber, manually it slightly can be stirred, makes its rolling downwards under the effect of gravity
It is dynamic, when it moves to mantle fiber length adjustment device range, realize it relative to die head threading machine using artificial front and back push-and-pull reinforcing bar
The length adjustment of clamping device will wait for that mantle fiber reinforcing bar is fixed and carries out mantle fiber processing after needing the length of mantle fiber to determine；It completes
Afterwards, finished product reinforcing bar is stirred to finished product collecting tank direction, finished product reinforcing bar tumbles eventually by slideway and is stored in finished product collecting tank
It is interior.
The utility model simple structure and reasonable design, has the advantages that compared with prior art：
The main platform body of the utility model is to rely on the automatic barrel shift of gravity, behaviour with acclive plane convenient for reinforcing bar
It is time saving and energy saving to make, and only needs a worker that can complete all operations, cost-effective more than 50%；It is set in the lower end of platform frame body
Mantle fiber length adjustment device is set, is realized using the rotation of roll shaft and waits for that mantle fiber reinforcing bar is adjusted relative to the convenient location of die head threading machine,
Greatly reduce the process-cycle；The grafting of steel column and upright bar that mantle fiber length adjustment device is welded using roll shaft both ends is solid to realize
It is fixed, the utilization rate of mantle fiber length adjustment device is increased, and operating platform stability is good, convenient for setting up, size can be according to demand
It is adjusted flexibly, is widely used in the mantle fiber processing of the reinforcing bar under various places.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the structural representation vertical view of platform frame body in Fig. 1；
Fig. 3 is the structural representation side view of platform frame body in Fig. 1；
Fig. 4 is the partial enlargement structural representation of circled portion in Fig. 1；
Fig. 5 is the structural schematic diagram of finished product collecting tank in Fig. 1.
In figure：1- main platform bodies, 1.1- cross bars, 1.2- vertical poles, 1.3- upright bars, 1.4- bridgings, 2- slideways, 3- finished products are received
Collect slot, 3.1- baffles, 4- waits for mantle fiber reinforcing bar, 4.1- finished product reinforcing bars, 5- steel columns, 6- roll shafts.
Specific implementation mode
The utility model is further elaborated in referring to Fig.1~Fig. 5, a kind of thread cutter for steel bar operating platform, including flat
Platform main body 1, main platform body 1 are to be composed of rod piece and frame body that section is right-angled trapezium, and main platform body 1 sets perpendicular to ground
It sets and top surface is inclined-plane, the top surface of main platform body 1 is placed with can wait for mantle fiber reinforcing bar along the several of its inclined-plane rolling downslide side by side
4,1 lower one end of top surface absolute altitude of main platform body is provided with mantle fiber length adjustment device, and mantle fiber length adjustment device is connected with cunning
Road 2, slideway 2 are connected with finished product collecting tank 3.
Wherein, main platform body 1 is composed by cross bar 1.1, vertical pole 1.2, upright bar 1.3 and bridging 1.4, platform
Main body 1 is provided with several upright bars 1.3 perpendicular to ground according to its gradient, and the top and bottom of main platform body 1 are by cross bar 1.1
It is composed with vertical pole 1.2, four sides of main platform body 1 are both provided with bridging 1.4.Cross bar 1.1, vertical pole 1.2, upright bar
1.3 and bridging 1.4 be seamless steel pipe or scaffold tube, it is contemplated that the economy and convenience of main platform body, recommend use foot
Hand cradle pipe.When being built using scaffold tube, connection fixture is the dedicated bowl buckle part of scaffold.
Mantle fiber length adjustment device includes several spaced roll shafts 6, the end positions of 6 lower part of roll shaft be respectively and fixedly provided with
The diameter of its vertical steel column 5, steel column 5 need to be adapted with the internal diameter of upright bar 1.3 so that steel column 5, which can be stablized, is plugged on upright bar 1.3
Interior, the rotation direction of roll shaft 6 is identical as the length direction of mantle fiber reinforcing bar 4 is waited for.Wherein, there are a fixing axle, roll shaft in the middle part of roll shaft 6
6 rest part can be rotated around fixing axle, and fixing axle is welded and fixed with steel column 5, and 6 quantity of roll shaft is 5 and spaced set.It is flat
It the side of platform main body 1 and is in same linear position with mantle fiber length adjustment device and is provided with die head threading machine.The top surface of main platform body 1
Inclination angle is 5 °~8 °, and optimized angle is 5 °.Finished product collecting tank 3 is the rectangular box structure that chock is composed, and finished product is collected
The distal end of slot 3 is provided with the baffle 3.1 limited for finished product reinforcing bar 4.1.
When carrying out mantle fiber processing to reinforcing bar using the utility model thread cutter for steel bar operating platform, calculating is first passed through, it need to
The reinforcing bar of mantle fiber is wanted to be cut according to the length calculated in advance；Further, mantle fiber steel will be waited for using artificial or hanging device
Muscle 4 is placed side by side along the slope surface of main platform body 1, due to main platform body 1 inclination angle be 5 °~8 °, when wait for mantle fiber reinforcing bar 4 not by
It can be at stable state when outer force effect, for needing the reinforcing bar of mantle fiber, manually it slightly can be stirred, make it in gravity
Under scroll down through, when it moves to mantle fiber length adjustment device range, realize that it is opposite using artificial front and back push-and-pull reinforcing bar
In the length adjustment of die head threading machine clamping device；After mantle fiber length determines, it will wait for that mantle fiber reinforcing bar 4 is fixed and carried out using die head threading machine
The mantle fiber of reinforcing bar is processed；After the completion of mantle fiber, finished product reinforcing bar 4.1 is stirred to finished product collecting tank 3, finished product reinforcing bar 4.1 eventually by
Slideway 2 is tumbled and is stored in finished product collecting tank 3.
The utility model is cost-effective, and integral manufacturing is simple and is not necessarily to special process, can greatly using the utility model
Fast reinforcing bar mantle fiber progress simultaneously improves diehead threading quality.
Claims (7)
1. a kind of thread cutter for steel bar operating platform, including main platform body（1）, it is characterised in that：Main platform body（1）It is by rod piece group
The frame body that conjunction forms and section is right-angled trapezium, main platform body（1）It is arranged perpendicular to ground and top surface is inclined-plane, main platform body
（1）Top surface be placed with side by side can be rolled along its inclined-plane glide several wait for mantle fiber reinforcing bar（4）, main platform body（1）It marks top surface
High lower one end is provided with mantle fiber length adjustment device, and mantle fiber length adjustment device is connected with slideway（2）, slideway（2）Connection
There is finished product collecting tank（3）.
2. a kind of thread cutter for steel bar operating platform according to claim 1, it is characterised in that：Main platform body（1）Including cross
Bar（1.1）, vertical pole（1.2）, upright bar（1.3）And bridging（1.4）, main platform body（1）It is provided with according to its gradient several vertical
Upright bar in ground（1.3）, main platform body（1）Top and bottom by cross bar（1.1）And vertical pole（1.2）It is composed, puts down
Platform main body（1）Four sides be both provided with bridging（1.4）.
3. a kind of thread cutter for steel bar operating platform according to claim 2, it is characterised in that：Cross bar（1.1）, vertical pole
（1.2）, upright bar（1.3）And bridging（1.4）For seamless steel pipe or scaffold tube.
4. a kind of thread cutter for steel bar operating platform according to claim 1, it is characterised in that：Mantle fiber length adjustment device packet
Include several spaced roll shafts（6）, roll shaft（6）Both ends be fixed with perpendicular steel column（5）, steel column（5）It is plugged on vertical
Bar（1.3）It is interior, roll shaft（6）Rotation direction and wait for mantle fiber reinforcing bar（4）Length direction it is identical.
5. a kind of thread cutter for steel bar operating platform according to claim 1 or 2, it is characterised in that：Main platform body（1）Side
It is in same linear position with mantle fiber length adjustment device and is provided with die head threading machine.
6. a kind of thread cutter for steel bar operating platform according to claim 1 or 2, it is characterised in that：Main platform body（1）Top
Face inclination angle is 5 °~8 °.
7. a kind of thread cutter for steel bar operating platform according to claim 1, it is characterised in that：Finished product collecting tank（3）For pad
The rectangular box structure that wood is composed, finished product collecting tank（3）Distal end be provided with for finished product reinforcing bar（4.1）The baffle of limit
（3.1）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820160768.9U CN207757042U (en) | 2018-01-31 | 2018-01-31 | A kind of thread cutter for steel bar operating platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820160768.9U CN207757042U (en) | 2018-01-31 | 2018-01-31 | A kind of thread cutter for steel bar operating platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207757042U true CN207757042U (en) | 2018-08-24 |
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ID=63179661
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820160768.9U Active CN207757042U (en) | 2018-01-31 | 2018-01-31 | A kind of thread cutter for steel bar operating platform |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110153512A (en) * | 2019-06-13 | 2019-08-23 | 广东潮通建筑总承包工程有限公司 | The method and corollary equipment of thread cutter for steel bar working efficiency can be improved |
-
2018
- 2018-01-31 CN CN201820160768.9U patent/CN207757042U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110153512A (en) * | 2019-06-13 | 2019-08-23 | 广东潮通建筑总承包工程有限公司 | The method and corollary equipment of thread cutter for steel bar working efficiency can be improved |
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