CN201823245U - Climbing steel overshoe - Google Patents
Climbing steel overshoe Download PDFInfo
- Publication number
- CN201823245U CN201823245U CN2010202257417U CN201020225741U CN201823245U CN 201823245 U CN201823245 U CN 201823245U CN 2010202257417 U CN2010202257417 U CN 2010202257417U CN 201020225741 U CN201020225741 U CN 201020225741U CN 201823245 U CN201823245 U CN 201823245U
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- footwear
- steel bushing
- footwear body
- steel
- climbing
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- Footwear And Its Accessory, Manufacturing Method And Apparatuses (AREA)
Abstract
The utility model provides a climbing steel overshoe, comprising a steel shoe body and a shoe cover; the shoe body is of a plate shape, the toe-cap side surface of the plate-shaped shoe body is provided with a notch; for a shoe body on a left foot, the notch opens rightwards, for a shoe body on a right foot, the notch opens leftwards, the waist position left and right two sides of the shoe cover and the shoe body are connected. The climbing steel overshoe in the utility model is advantaged by wide application scope, simple and rapid manufacture, low processing cost, great improvement of work efficiency, and reduction of installation cost.
Description
Technical field
The utility model belongs to the Steel Structure Installation technical field, specifically is personnel's climbing steel bushing footwear of usefulness vertically in a kind of Steel Structure Installation engineering that is applied to all kinds of construction projects of industry such as petrochemical industry, Coal Chemical Industry, electric power.
Background technology
In recent years, along with industrial expansion, site-assembled steel-structure factory building and steel pipe corridor are more and more, and adopting steel construction maximum advantage in construction is to shorten greatly the duration, and in Steel Structure Installation, what how to solve the workmen is the individual tired problem of scratching of making us vertically always.
Common way has three kinds, the one, be made into hanging ladder with materials such as round steel, steel pipes, be fixed on steel member top before the lifting, treat that the steel lifting component is in place after, installation personnel is climbed the member top by hanging ladder and is carried out constructing operation; The 2nd, make the operation hanging basket, utilize truck crane that hanging basket is winched to the member top, installation personnel stands in and carries out constructing operation in the hanging basket.The 3rd, set up the operation scaffold.More than three kinds of methods its pluses and minuses are respectively arranged, its limitation is arranged.The pluses and minuses contrast is as follows:
Summary of the invention
In order to solve shortcoming of the prior art, the utility model proposes a kind of steel bushing footwear of climbing and solve workmen's problem vertically, concrete technical scheme is as follows:
A kind of climbing steel bushing footwear comprise steel footwear body and shoe cover; Described footwear body is tabular, has breach in the toe-cap side of tabular footwear body; For the footwear body on the left foot, gap opened is towards the right side, and for the footwear body on the right crus of diaphragm, gap opened is towards a left side; Shoe cover is connected with waist location the right and left of footwear body.
Described breach is 40mm ± 8mm apart from toe-cap top distance; Wide 30mm ± the 6mm of breach.Described footwear body material is δ=6mm steel plate.
Have through hole on the described footwear body.
The upper surface of described footwear body is provided with skid resistant course.
The external edge of described footwear is provided with upper of a shoe.
Described shoe cover is a woven belt; Waist location the right and left of footwear body respectively has the hole, and woven belt is through in this hole.
In the time of concrete the use, operating personnel directly pierce into this climbing steel bushing footwear to shoes, and tightly good shoe cover.In the time of climbing, the flange plate breach insertion steel column utilizes the breach both sides to bite flange plate, realizes climbing.
The beneficial effects of the utility model are as follows:
Applied widely, the steel bushing footwear almost are applicable in all Steel Structure Installation engineerings because of not being subjected to restrictions such as construction site, structural shape, structure height.
Make simple and fast, making the steel bushing footwear is conventional material, is easy on the market buy.And two kinds of tool making technologies are also very simple, clear, quick; After material is got all the ready, can make one pair of steel bushing footwear in one hour.
Processing cost is very low, about 60 yuan of one pair of steel bushing footwear processing cost, and a sleeve spring unloads about 380 yuan of ring processing cost, and is good and cheap.
Work efficiency increases substantially, and adopts the steel bushing footwear, does not take the normal time of Steel Structure Installation substantially, and work efficiency increases substantially like this, and the whole duration obviously shortens.
Mounting cost reduces, and steel bushing footwear processing cost is low, measure cost then is installed can be reduced; Work efficiency increases substantially in addition, and then crane machine-team, labour cost can be saved, and so the integral installation expense all has obvious reduction.
Description of drawings
Fig. 1 is the structural representation of the left foot of the utility model embodiment.
Fig. 2 is the elevational schematic view of Fig. 1.
The specific embodiment
The utility model is described in further detail below in conjunction with accompanying drawing and the specific embodiment.
A kind of climbing steel bushing footwear comprise steel footwear body 1 and shoe cover 2; Described footwear body 1 is tabular, has breach 3 in the toe-cap side of tabular footwear body 1; For the footwear body on the left foot, gap opened is towards the right side, and for the footwear body on the right crus of diaphragm, gap opened is towards a left side; Shoe cover 2 is connected with waist location the right and left of footwear body 1.
Described breach 3 is 40mm ± 8mm apart from toe-cap top distance; Wide 30mm ± the 6mm of breach.Described footwear body 1 material is δ=6mm steel plate.
Have through hole 4 on the described footwear body 1.
The upper surface of described footwear body 1 is provided with skid resistant course 5.
Described shoe cover 2 is woven belts; Waist location the right and left of footwear body 1 respectively has the hole, and woven belt is through in this hole.
The steel bushing footwear adopt δ=6mm steel plate to make.Earlier, consider general applicability, size suitably can be amplified according to size setting-out at the bottom of workmen's footware, the toe-cap 70mm that need extend again, and do rectangularity, apart from toe-cap 40mm place machining gap, the wide 30mm of breach.For alleviating the weight of steel bushing footwear, and make and fit at the bottom of steel bushing footwear and the footware better, be unlikely slippage, the steel bushing sole part should be left last two little one big holes again.At two apertures of steel bushing footwear waist location left and right sides Ge Kai, put on solid woven belt as shoe cover at last, one pair of steel bushing footwear is just made success.
More firm, comfortable for dress, can make upper of a shoe again with the steel bushing footwear according to the shoe pattern, notched skate apperance before making, so the more firm safety of dress is that footwear are heavier.
Claims (7)
1. climbing steel bushing footwear is characterized in that comprising steel footwear body and shoe cover; Described footwear body is tabular, has breach in the toe-cap side of tabular footwear body; For the footwear body on the left foot, gap opened is towards the right side, and for the footwear body on the right crus of diaphragm, gap opened is towards a left side; Shoe cover is connected with waist location the right and left of footwear body.
2. climbing steel bushing footwear according to claim 1 is characterized in that described breach is 40mm ± 8mm apart from toe-cap top distance; Wide 30mm ± the 6mm of breach.
3. climbing steel bushing footwear according to claim 1, the material that it is characterized in that described footwear body are δ=6mm steel plates.
4. climbing steel bushing footwear according to claim 1 is characterized in that having through hole on the described footwear body.
5. climbing steel bushing footwear according to claim 1 is characterized in that the upper surface of described footwear body is provided with skid resistant course.
6. climbing steel bushing footwear according to claim 1 is characterized in that described shoe cover is a woven belt; Waist location the right and left of footwear body respectively has the hole, and woven belt is through in this hole.
7. climbing steel bushing footwear according to claim 1 is characterized in that the external edge of described footwear is provided with upper of a shoe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202257417U CN201823245U (en) | 2010-06-13 | 2010-06-13 | Climbing steel overshoe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202257417U CN201823245U (en) | 2010-06-13 | 2010-06-13 | Climbing steel overshoe |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201823245U true CN201823245U (en) | 2011-05-11 |
Family
ID=43961806
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202257417U Expired - Lifetime CN201823245U (en) | 2010-06-13 | 2010-06-13 | Climbing steel overshoe |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201823245U (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 |
| CN103316458A (en) * | 2013-07-11 | 2013-09-25 | 常熟市保得利电力通讯设备有限公司 | Angle steel iron tower climbing device |
| CN104188237A (en) * | 2014-07-25 | 2014-12-10 | 河南新亚钢构工程有限公司 | Profile steel climbing shoes |
| CN104905468A (en) * | 2015-06-21 | 2015-09-16 | 衢州乐创节能科技有限公司 | Climbing shoes for steel structure |
-
2010
- 2010-06-13 CN CN2010202257417U patent/CN201823245U/en not_active Expired - Lifetime
Cited By (5)
| 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 |
| CN103316458A (en) * | 2013-07-11 | 2013-09-25 | 常熟市保得利电力通讯设备有限公司 | Angle steel iron tower climbing device |
| CN103316458B (en) * | 2013-07-11 | 2015-06-17 | 国网新疆电力公司疆南供电公司 | Angle steel iron tower climbing device |
| CN104188237A (en) * | 2014-07-25 | 2014-12-10 | 河南新亚钢构工程有限公司 | Profile steel climbing shoes |
| CN104905468A (en) * | 2015-06-21 | 2015-09-16 | 衢州乐创节能科技有限公司 | Climbing shoes for steel structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20110511 |