CN201571545U - Structural frame ascending operation shoes - Google Patents
Structural frame ascending operation shoes Download PDFInfo
- Publication number
- CN201571545U CN201571545U CN2009202714833U CN200920271483U CN201571545U CN 201571545 U CN201571545 U CN 201571545U CN 2009202714833 U CN2009202714833 U CN 2009202714833U CN 200920271483 U CN200920271483 U CN 200920271483U CN 201571545 U CN201571545 U CN 201571545U
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- shoes
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- Expired - Fee Related
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Abstract
The utility model relates to a pair of structural frame ascending operation shoes, each shoe comprises a shoe sole main body, a pair of wing plates which are integrated with each shoe sole main body into a whole are correspondingly arranged on two sides of the front part and the back part of the shoe sole main body, a rope hole for penetrating a binding rope is respectively formed on each wing plate, and two clamping columns are fixedly connected on the inner side of the front ball of each shoe sole. The pair of structural frame ascending operation shoes is produced by using a steel plate, thereby having the advantages of small volume and a small number of used materials in comparison with a climbing ladder; furthermore, even scrap materials can be used for processing and manufacture, thereby not only saving the materials, but also maximizing the use of the materials. The pair of structural frame ascending operation shoes is a relatively independent tool, which only utilizes the structural shape of an H-section steel for assisting the climbing and can reduce the unnecessary damages to members caused by welding and other means. Each shoe body is integratedly formed and manufactured and can be used for a long time, thereby avoiding the waste of the materials. Due to the characteristics of small volume, portability and flexibility, the pair of structural frame ascending operation shoes can be used on the members which have intricate structures and are not applicable to mounting the climbing ladders. Furthermore, the pair of ascending shoes is convenient to carry out overhaul and maintenance, and the operation and the use are convenient and safe.
Description
Technical field:
The utility model designs a kind of ascend operation footwear, particularly designs a kind of climbing H formed steel construction framework, structural framing ascend operation footwear that carry out work such as structural framing ascend operation, support welding of being applicable to
Background technology:
On construction ground, often need climbing H formed steel construction framework, carry out work such as structural framing ascend operation, support welding.At present job site method commonly used is for being provided with soft cat ladder as main construction tool, but soft cat ladder can only consume as waste product after using.The steel loss is bigger, and each support all need be provided with.After work is finished, also need to remove.So wasting manpower and material resources.We have developed this simple and easy ascending aid based on above factor
The utility model content:
The technical problems to be solved in the utility model is to adopt soft cat ladder troublesome poeration at on-the-spot structural framing ascend operation, and the defective of waste steel provides a kind of convenient construction operation, saves steel, the structural framing ascend operation footwear that use manpower and material resources sparingly.
Realize above-mentioned purpose by the following technical solutions: a kind of structural framing ascend operation footwear, its composition comprises sole, the both sides correspondence of the front and rear portions of described sole is provided with it and is the wing plate of one, be respectively equipped with on every wing plate and be used to wear the rope hole of tying up rope usefulness, the half sole clear width of sole is connected with two card posts.
Preferred version of the present utility model is: described two card intercolumniations are every 30mm, and two soles are oppositely arranged, and left sole is arranged on the right side, and right sole is arranged on the left side.
Compared with prior art, the utility model is made of steel plate, and is little with respect to the cat ladder volume, and the material of use is few, even leftover bits get final product processing and fabricating, both saved material, can allow material be used to greatest extent again.The utility model is a relatively independent instrument, and it just utilizes the structural form of H shaped steel to assist climbing, can reduce because of means such as welding member is caused unnecessary damage.The making one-shot forming of footwear body can forever be used, and has avoided the waste of material.Because it is the little light and flexible of its volume, can be in structure intricate and be not suitable for installing on the member of cat ladder and use.And the footwear easy access maintenance of ascending a height, easy for operation, safety.
Description of drawings
Fig. 1 is a front view of the present utility model.
Fig. 2 is the side view of Fig. 1.
Fig. 3 is user mode figure of the present utility model.
Among the figure, sole main body 1, card post 2, draw-in groove 3, wing plate 4 is tied up rope hole 5, shaped steel 6.
The specific embodiment
The utility model will be further described below in conjunction with accompanying drawing.
The utility model is a kind of climbing H formed steel construction framework, the structural framing ascend operation footwear that carry out work such as structural framing ascend operation, support welding.
See Fig. 1, the thick white steel plate of the sole main body 1 usefulness 4mm of present embodiment is made, and is processed into different model by the size of people's pin.Both sides correspondence at the forward and backward 1/3 length place of sole main body 1 is provided with sole main body 1 and is the semicircle wing plate 4 of one, is equipped with on each wing plate 4 to tie up rope hole 5, amounts to four holes.According to about sole, make a call to two orthogonal bolts hole on the right side at left half sole position according to order up and down, connect two rigidity card posts 2 by bolt hole with bolting.Two orthogonal bolts hole are made a call to according to order up and down in left side at the half sole position of right sole, correspondingly with the card post of right sole connect two rigidity card posts 2 with bolting.Card post 2 on two soles not only relatively and also structure and specification identical, card post 2 is parallel in twos, 30mm at interval, it forms draw-in groove 3 at interval.
See Fig. 3, during work, pass the hole 5 and tie up on pin tying up the rope of tying up of rope from wing plate 4 that draw-in groove 3 is stuck on the required H shaped steel 6 of ascending a height, and utilizes the people's that ascends a height the eccentric frictional force that produces of gravity, the support staff upwards climbs.These footwear are limited to 400mm to be used with interior shaped steel.
Claims (2)
1. structural framing ascend operation footwear, its composition comprises the sole main body, it is characterized in that, the both sides correspondence of the front and rear portions of described sole is provided with it and is the wing plate of one, be respectively equipped with on every wing plate and be used to wear the rope hole of tying up rope usefulness, the half sole clear width of sole is connected with two card posts.
2. structural framing ascend operation footwear according to claim 1 is characterized in that, described two card intercolumniations are every 30mm, and the card post of left and right sole is oppositely arranged, and left sole is arranged on the right side, and right sole is arranged on the left side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202714833U CN201571545U (en) | 2009-12-22 | 2009-12-22 | Structural frame ascending operation shoes |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202714833U CN201571545U (en) | 2009-12-22 | 2009-12-22 | Structural frame ascending operation shoes |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201571545U true CN201571545U (en) | 2010-09-08 |
Family
ID=42691427
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009202714833U Expired - Fee Related CN201571545U (en) | 2009-12-22 | 2009-12-22 | Structural frame ascending operation shoes |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201571545U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102987632A (en) * | 2011-09-13 | 2013-03-27 | 五冶集团上海有限公司 | Climbing shoes for installing lightweight steel constructions and using method thereof |
| CN104188237A (en) * | 2014-07-25 | 2014-12-10 | 河南新亚钢构工程有限公司 | Profile steel climbing shoes |
| CN107854820A (en) * | 2017-12-22 | 2018-03-30 | 安阳市大正钢板仓有限责任公司 | The special footwear of climbing of H profile steel column |
| CN108056523A (en) * | 2018-01-11 | 2018-05-22 | 李利民 | One kind walks wall footwear and walks wall method |
-
2009
- 2009-12-22 CN CN2009202714833U patent/CN201571545U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102987632A (en) * | 2011-09-13 | 2013-03-27 | 五冶集团上海有限公司 | Climbing shoes for installing lightweight steel constructions and using method thereof |
| CN104188237A (en) * | 2014-07-25 | 2014-12-10 | 河南新亚钢构工程有限公司 | Profile steel climbing shoes |
| CN107854820A (en) * | 2017-12-22 | 2018-03-30 | 安阳市大正钢板仓有限责任公司 | The special footwear of climbing of H profile steel column |
| CN108056523A (en) * | 2018-01-11 | 2018-05-22 | 李利民 | One kind walks wall footwear and walks wall method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100908 Termination date: 20121222 |