CN212561215U - A back cage platform channel device - Google Patents
A back cage platform channel device Download PDFInfo
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- CN212561215U CN212561215U CN202021688636.7U CN202021688636U CN212561215U CN 212561215 U CN212561215 U CN 212561215U CN 202021688636 U CN202021688636 U CN 202021688636U CN 212561215 U CN212561215 U CN 212561215U
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- upset
- back cage
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Abstract
本实用新型公开了一种背笼平台通道装置，包括挂钩，挂钩下方固定安装有背笼骨架，背笼骨架内部交替设置有翻转层和连接层，翻转层上设置有翻转平台，翻转平台通过活动销轴与翻转层连接，翻转平台侧面设置有支撑杆，连接层上设置有脚踏杆，所述背笼骨架底部安装有辅助杆。本实用新型交替设置翻转平台与踏步杆，便于施工人员攀爬以及在翻转平台上施工，解决了钢筋笼脱钩裸爬存在的安全问题，安全性高；设置挂钩并将挂钩搭设在钢筋笼和模板的加强肋上，便于拆卸，整体吊装安拆速度快，提高工人作业效率同时取替了钢管支架或墩身防护架等安全设施，解决了公路桥梁墩柱施工支架安全管理难题，可操作性强。
The utility model discloses a back cage platform channel device, which comprises a hook, a back cage frame is fixedly installed under the hook, a turning layer and a connecting layer are alternately arranged inside the back cage frame, a turning platform is arranged on the turning layer, and the turning platform moves through the The pin shaft is connected with the inversion layer, the side of the inversion platform is provided with a support rod, the connection layer is provided with a foot rod, and the bottom of the back cage frame is provided with an auxiliary rod. The utility model alternately arranges a turning platform and a stepping rod, which is convenient for construction personnel to climb and perform construction on the turning platform, solves the safety problem of the steel cage decoupling and bare climbing, and has high safety; On the reinforcing rib, it is easy to disassemble, the overall hoisting and installation speed is fast, and the work efficiency of workers is improved. At the same time, it replaces the safety facilities such as steel pipe brackets or pier body protection frames, which solves the problem of safety management of highway bridge pier column construction brackets, and has strong operability. .
Description
Technical Field
The utility model belongs to high mound building device field of cylinder especially relates to a back of body cage platform channel device.
Background
The development history of human is the development history of buildings, and the human develops continuously and the buildings move forward continuously. With the continuous acceleration of the modernization and urbanization processes and the rapid development of the capital construction technology in China, large-scale circular pier column buildings are more and more common. The outer frame is erected in the traditional round pier column building by adopting a support erecting method, and the potential safety hazard is large in the installation and dismantling processes. Along with the progress of the industry, the annular platform and the shaped pier body protection frame are adopted in part of construction, but the protection frame has higher purchase cost and extremely low assembling and disassembling efficiency, and is difficult to popularize and apply in the highway construction industry. The phenomena that a crane cage carries people and climbs a steel reinforcement cage and a template often occur in the current high pier construction of the cylindrical pier, and the problem that the phenomenon is always a difficult problem in the road construction industry is solved, so that safety accidents of high-altitude operation of the pier are frequently caused.
Therefore, the problems that the crane cage carries people and climbs the reinforcement cage and the template are solved. Therefore, a back cage platform channel device which is high in safety factor, low in cost, convenient to disassemble and assemble and high in working efficiency needs to be designed.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a back of body cage platform passage device that design factor of safety is high, with low costs, the dismouting of being convenient for, work efficiency is high.
Based on the above-mentioned purpose, the utility model discloses take following technical scheme:
the utility model provides a back of body cage platform channel device, includes the couple, and couple below fixed mounting has back of body cage skeleton, and the inside level of back of body cage skeleton is provided with upset layer and articulamentum in turn, is provided with the upset platform on the upset layer, and the upset platform is connected with the upset layer through the activity round pin axle, and the upset platform side is provided with the bracing piece, is provided with the pedal pole on the articulamentum.
Further, an auxiliary rod is installed at the bottom of the back cage framework, and the auxiliary rod is designed to be U-shaped.
Furthermore, four corners of the back cage framework are provided with vertical rods, and cross rods are arranged between the vertical rods.
Furthermore, vertical rods are fixed at the middle points of the three side surfaces of the back cage framework, and no vertical rod is arranged at the middle point of the other side surface.
Furthermore, the turning layers and the connecting layers are alternately and fixedly connected with the cross bars, and the distance between the turning layers and the connecting layers is 1.6-2.5 m.
Further, the length of the turnover platform is larger than the distance from the supporting rod to the movable pin shaft.
Compared with the prior art, the utility model discloses following beneficial effect has:
1. the utility model provides a back of body cage platform passage device, back of body cage skeleton, couple and the auxiliary rod that sets up in the device all adopt the pipeline that the engineering was used always, convenient for material collection, simple manufacture, with low costs.
2. The utility model discloses set up the upset platform in turn and cooperate the safety rope to use together with marking time the pole, the constructor of being convenient for scrambles and is under construction on the upset platform, has solved the safety problem that steel reinforcement cage unhook naked climbing exists, and the security is high.
3. The utility model discloses be provided with the couple and set up the couple on the stiffening rib of steel reinforcement cage and template, convenient to detach, it is fast that whole hoist and mount ann tears open, improves workman's operating efficiency simultaneously and has replaced safety facilities such as steel pipe support or pier shaft protection frame and drop into, has solved highway bridge pier stud construction support safety control difficult problem.
4. The utility model discloses the specification of the semicircle template that sets up is according to pier stud and tie beam height determination semicircle template longitudinal length, flexible operation, and application scope is extensive. After the semicircular templates are butted, the two back cage frameworks are respectively hoisted on the butting central line of the semicircular templates, and the central line of the back cage frameworks is consistent with the butting central line of the semicircular templates, so that the templates are uniformly stressed, constructors can conveniently and longitudinally reinforce bolt holes, and the operability is high.
Drawings
Fig. 1 is a schematic structural diagram of the device of the present invention.
1. Hooking; 2. a back cage framework; 201. a cross bar; 202. a vertical rod; 3. turning over the layer; 4. overturning the platform; 5. a support bar; 6. a connecting layer; 7. a foot lever; 8. a movable pin shaft; 9. an auxiliary lever.
Detailed Description
As shown in fig. 1, the utility model discloses a back of body cage platform channel device, including couple 1, 1 below fixed mounting of couple has back of body cage skeleton 2, and back of body cage skeleton 2 is formed by the general steel pipe welding of engineering, and the four corners of back of body cage skeleton 2 all is provided with montant 202, is provided with horizontal pole 201 between montant 202, and 2 three side mid points departments of back of body cage skeleton all are fixed with montant 202, and another side mid points department does not set up montant 202. The back cage framework 2 is internally and horizontally provided with the turnover layers 3 and the connecting layers 6 in an alternating mode, the turnover layers 3 and the connecting layers 6 are fixedly connected with the cross rod 201 in an alternating mode, and the distance between the turnover layers 3 and the connecting layers 6 is 1.6m-2.5 m. The overturning layer 3 is provided with an overturning platform 4, and the overturning platform 4 is connected with the overturning layer 3 through a movable pin shaft 8. 4 sides of the overturning platform are provided with supporting rods 5, the length of the overturning platform 4 is larger than the distance from the supporting rods 5 to the movable pin shaft 8, and the length of the overturning platform 4 is smaller than the distance between the overturning layer 3 and the connecting layer 6. Be provided with pedal pole 7 on the articulamentum 6, pedal pole 7 is as helping hand pole makes things convenient for constructor to climb from top to bottom. The auxiliary rod 9 is installed to back of the body cage skeleton 2 bottom, and the auxiliary rod 9 shape is the U-shaped, and the auxiliary rod 9 makes things convenient for constructor to climb inside back of the body cage skeleton 2 from the bottom.
Before using, constructor at first chooses the general steel pipe of engineering for use, welds into back of the body cage skeleton 2 frame with great ease, and the welding has couple 1 at back of the body cage skeleton 2 frame top, and the welding has auxiliary rod 9 at back of the body cage skeleton 2 frame bottom. The back cage framework 2 is internally provided with the overturning platform 4 and the pedal rods 7 alternately at fixed intervals, and the overturning platform 4 and the frame of the back cage framework 2 can rotate in an upturning mode through the movable pin shaft 8. Bracing piece 5 is installed to the afterbody of upset platform 4, and the length of upset platform 4 is greater than bracing piece 5 to the distance of activity round pin axle 8, and the length of upset platform 4 is less than the interval between upset layer 3 and the articulamentum 6 to bracing piece 5 can support upset platform 4, and the angle that overturns on the upset platform 4 simultaneously is clockwise no more than 90, and the preparation is accomplished the back, can use in the construction, simple manufacture, and is with low costs.
When using, when constructor need scramble through the device, at first constructor tramples the upset platform 4 that auxiliary rod 9 set up bottommost and pushes up, and upset platform 4 turns up around activity round pin axle 8 clockwise. After constructor passed the opening and climbed this upset layer 3, constructor will overturn platform 4 and put to the level, because of the length of upset platform 4 is greater than 5 distances to activity round pin axle 8 of bracing piece, so bracing piece 5 will overturn platform 4 and prop up, constructor can stand and carry out the operation on upset platform 4. When constructor need continue the climbing, with the help of the pedal pole 7 that the articulamentum 6 set up as the helping hand point, on the articulamentum 6 is climbed, again with the upset platform 4 on upper strata the back climbing of overturning to construct at suitable height, convenient operation. When constructor need climb down, turn over on the upset platform 4 and open, with the help of the pedal pole 7 that the articulamentum 6 set up as the helping hand point, climb down on the articulamentum 6, repeat above-mentioned operation and can accomplish and climb down.
Claims (6)
1. The utility model provides a back of body cage platform access device which characterized in that: including the couple, couple below fixed mounting has back of the body cage skeleton, and the inside level of back of the body cage skeleton is provided with upset layer and articulamentum in turn, is provided with the upset platform on the upset layer, and the upset platform is connected with the upset layer through the activity round pin axle, and the upset platform side is provided with the bracing piece, is provided with the pedal pole on the articulamentum.
2. The back cage platform walkway set of claim 1, wherein: an auxiliary rod is installed at the bottom of the back cage framework, and the shape of the auxiliary rod is designed to be U-shaped.
3. The back cage platform walkway installation of claim 2, wherein: four corners of the back cage framework are provided with vertical rods, and cross rods are arranged between the vertical rods.
4. The back cage platform walkway set of claim 3, wherein: vertical rods are fixed at the middle points of the three side surfaces of the back cage framework, and the vertical rod is not arranged at the middle point of the other side surface.
5. The back cage platform walkway set of claim 4, wherein: the turning layer and the connecting layer are alternately and fixedly connected with the cross rod, and the distance between the turning layer and the connecting layer is 1.6-2.5 m.
6. The back cage platform walkway installation of claim 5, wherein: the length of the overturning platform is greater than the distance from the supporting rod to the movable pin shaft.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021688636.7U CN212561215U (en) | 2020-08-14 | 2020-08-14 | A back cage platform channel device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021688636.7U CN212561215U (en) | 2020-08-14 | 2020-08-14 | A back cage platform channel device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212561215U true CN212561215U (en) | 2021-02-19 |
Family
ID=74626824
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021688636.7U Expired - Fee Related CN212561215U (en) | 2020-08-14 | 2020-08-14 | A back cage platform channel device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212561215U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111809528A (en) * | 2020-08-14 | 2020-10-23 | 中交一公局厦门工程有限公司 | A construction method for a pier column vertical back cage platform channel and a back cage platform channel device |
| CN115267999A (en) * | 2022-08-23 | 2022-11-01 | 常州博瑞电力自动化设备有限公司 | Mounting platform device for laying optical cable and optical cable laying method |
| CN116732892A (en) * | 2023-07-05 | 2023-09-12 | 中交二公局第一工程有限公司 | A kind of high pier column formwork construction with built-in safety protection platform |
-
2020
- 2020-08-14 CN CN202021688636.7U patent/CN212561215U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111809528A (en) * | 2020-08-14 | 2020-10-23 | 中交一公局厦门工程有限公司 | A construction method for a pier column vertical back cage platform channel and a back cage platform channel device |
| CN111809528B (en) * | 2020-08-14 | 2025-01-28 | 中交一公局厦门工程有限公司 | A pier column vertical cage platform channel construction method and cage platform channel device |
| CN115267999A (en) * | 2022-08-23 | 2022-11-01 | 常州博瑞电力自动化设备有限公司 | Mounting platform device for laying optical cable and optical cable laying method |
| CN116732892A (en) * | 2023-07-05 | 2023-09-12 | 中交二公局第一工程有限公司 | A kind of high pier column formwork construction with built-in safety protection platform |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210219 |
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| CF01 | Termination of patent right due to non-payment of annual fee |