CN219182924U - Electric power iron tower climbing operation work shoes - Google Patents

Abstract

The utility model discloses a pair of electric iron tower climbing work shoes, wherein the soles of the work shoes are provided with more than two rows of spikes; the arrangement direction of each row of spikes is vertical to the length direction of the soles of the working shoes; the spacing between two adjacent rows of spikes is equal and the size of the spacing is matched with that of the spikes of the iron tower; the spikes are shaped column structures. According to the utility model, the shoe nails in multiple rows are distributed on the sole, the distance between each row of shoe nails is adaptively designed according to the thickness of the iron tower foot nails, and the special-shaped column structure design of the upper shoe nails is matched, so that the upper shoe nails are conveniently meshed with the iron tower foot nails when an operator wears working shoes to work, the contact surface and friction force are increased, the operator is helped to stand stably, the operator is helped to keep stable when climbing an electric power iron tower and working on a tower, and the safety is high.

Description

Electric power iron tower climbing operation work shoes

Technical Field

The utility model relates to the technical field of climbing of electric power iron towers and on-tower operation, in particular to an electric power iron tower climbing operation work shoe.

Background

In the routine maintenance operation process of the electric power transmission line of the electric power iron tower, an operator needs to climb to the top of the iron tower and then pass through the cross arm of the iron tower to enter an operation site. At present, staff all climb the operation in iron tower climbing process to wear traditional insulating shoes, and the protection measure of traditional insulating shoes is mainly through insulating the phenomenon emergence that prevents static electric shock. In the prior art, insulating shoes corresponding to various protection voltage levels exist, but the applicable environment for developing the insulating shoes is flat ground instead of the cramped electric iron tower nails, so that the insulating shoes have no obvious comfort when being worn on site, and can cause a lot of trouble to climbing operators.

These troubles are mainly expressed as: the traditional insulated shoes are suitable for flat ground, so that flat bottom design is adopted, and anti-skid stripes are additionally arranged. But the plane sole is not suitable for cylindric iron tower foot nail, and its two contact surface is very little, can make the wearing personnel feel powerful oppression to wear uncomfortable for a long time, can not play fine anti-skidding effect, exists great potential safety hazard.

Disclosure of Invention

The technical problems to be solved by the utility model are as follows: the utility model provides an electric power iron tower climbing operation work shoes, helps the operating personnel to keep steady when electric power iron tower climbing and on-tower operation, and the security is high.

In order to solve the technical problems, the utility model adopts the following technical scheme:

the sole of the working shoe is provided with more than two rows of spikes;

the arrangement direction of each row of the spikes is perpendicular to the length direction of the sole of the working shoe;

the spacing between two adjacent rows of spikes is equal and the size of the spacing is matched with that of the spikes of the iron tower;

the spikes are of a special-shaped column structure.

Further, two adjacent rows of the spikes are staggered, and an inclined channel with the distance between the two adjacent rows of spikes being matched with the spikes of the iron tower is formed.

Further, the sole of the working shoe is in injection molding connection with the spikes.

Further, through grooves are formed in the soles of the working shoes at positions between the corresponding two rows of spikes;

the groove direction of the through groove is parallel to the arrangement direction of each row of the spikes.

Further, the cross-sectional shape of the spike is a center symmetrical pattern with more than two petals.

Further, the spike is a hard plastic spike that is elastically deformable.

Further, the upper and the sole of the working shoe are adhered and fixed.

Further, the distance between two adjacent rows of spikes is 17-19mm.

Further, the size of the inclined channel spacing is 17-19mm.

Further, the height of the spikes is 9-11mm.

The utility model has the beneficial effects that: the utility model provides an electric power iron tower climbing operation work shoes, set up the spike of multirow at the sole distribution, every interval of being listed as the spike carries out adaptive design according to the thickness size of iron tower spike, the dysmorphism post structural design of spike itself is gone up in the cooperation to the interlock iron tower spike when the operation personnel dresses the work shoes and carries out the operation, increase contact surface and frictional force, help the steady standing of operation personnel, help the operation personnel keep steady when electric power iron tower climbing and on-tower operation, the security is high.

Drawings

FIG. 1 is a side view of a pair of power pylon climbing work shoes according to an embodiment of the present utility model;

FIG. 2 is a schematic diagram of a sole structure of a pair of electric iron tower climbing work shoes according to an embodiment of the utility model;

fig. 3 is a schematic structural diagram of a working shoe for climbing an electric iron tower according to an embodiment of the present utility model;

fig. 4 is an enlarged schematic view of fig. 3 at a.

Description of the reference numerals:

1. a working shoe; 2. a spike; 3. a through groove; 4. a petal.

Detailed Description

In order to describe the technical contents, the achieved objects and effects of the present utility model in detail, the following description will be made with reference to the embodiments in conjunction with the accompanying drawings.

Referring to fig. 1 to 4, a pair of working shoes for climbing electric iron towers is shown, wherein the sole of each working shoe 1 is provided with more than two rows of spikes 2;

the arrangement direction of each row of the spikes 2 is perpendicular to the length direction of the soles of the working shoes;

the spacing between two adjacent rows of spikes 2 is equal and the size of the spacing is matched with that of the spikes of the iron tower;

the spikes 2 are of a special-shaped column structure.

From the above description, the beneficial effects of the utility model are as follows: the shoe nails 2 are distributed on the sole, the distance between each row of shoe nails 2 is adaptively designed according to the thickness of the iron tower nails, and the special-shaped column structure design of the shoe nails 2 is matched, so that the iron tower nails are meshed when an operator wears the working shoe 1 to work, the contact surface and the friction force are increased, the operator is helped to stand stably, the operator is helped to keep stable when the operator works on the electric power iron tower climbing and the tower, and the safety is high.

Further, two adjacent rows of the spikes 2 are staggered, and an inclined channel with the interval size matched with the iron tower spikes is formed between the two adjacent rows of the spikes 2.

From the above description, the two adjacent rows of spikes 2 are staggered, and the distance between the inclined channels formed by the spikes 2 is adaptively designed according to the thickness of the iron tower spikes, so that the iron tower spikes are engaged and fixed from different angles.

Further, the sole of the work shoe 1 is injection-molded with the stud 2.

As can be seen from the above description, the spike 2 is arranged on the sole of the working shoe 1 by injection molding, which is durable and can prolong the service life of the spike 2 without falling off easily.

Further, through grooves 3 are formed in the soles of the working shoes 1 at positions corresponding to the positions between the two rows of spikes 2;

the groove direction of the through groove 3 is parallel to the arrangement direction of the spikes 2 of each row.

From the above description, through grooves 3 are formed in the sole of the working shoe 1 at positions corresponding to the positions between the two rows of spikes 2, and the through grooves 3 are beneficial to improving the bending resistance of the sole, so that the sole is prevented from being broken in the use process, and the service life of the sole is prolonged.

Further, the cross-sectional shape of the spike 2 is a centrally symmetrical pattern with more than two petals 4.

From the above description, the cross section of the spike 2 is a central symmetrical pattern with more than two lobes 4, that is, the circumferential outer wall of the entire spike 2 becomes uneven, and the spike can play a certain clamping role when contacting the iron tower spike, thereby increasing friction force and being not easy to slip off the iron tower spike.

Further, the spike 2 is a hard plastic spike 2 that is elastically deformable.

From the above description, the spike 2 is made of hard plastic capable of elastic deformation, so as to enhance clamping force, increase friction force, prevent slipping of the spike of the iron tower, and have good insulation and low cost.

Further, the upper and the sole of the working shoe 1 are adhered and fixed.

From the above description, the upper and the sole of the work shoe 1 are adhered and fixed, so that the reliability is high, and the wearing comfort and durability are ensured.

Further, the distance between two adjacent rows of spikes 2 is 17-19mm.

Further, the size of the inclined channel spacing is 17-19mm.

Further, the height of the studs 2 is 9-11mm.

The utility model relates to a working shoe for climbing electric power iron towers, which is applicable to the scene of climbing electric power iron towers, and is described by a specific implementation mode:

referring to fig. 1 to 4, a first embodiment of the present utility model is as follows:

as shown in fig. 1 to 4, the sole of the working shoe 1 is provided with more than two rows of spikes 2; the arrangement direction of each row of spikes 2 is vertical to the length direction of the soles of the working shoes; the spacing between two adjacent rows of spikes 2 is equal and the size of the spacing is matched with that of the spikes of the iron tower; the spikes 2 are shaped like columns. And, wherein, the sole adopts high strength insulating material, and its insulating properties with the shoes 1 of upper synthesis satisfy corresponding voltage class. The sole and the spikes 2 are made of wear-resistant materials, so that the service life of the novel insulated shoes can be guaranteed. The total mass of the working shoe 1 is not more than 1kg, so that light-weight wearing and convenience in use are realized.

In this embodiment, two adjacent rows of spikes 2 are staggered, and an oblique channel with an interval between the two adjacent rows of spikes 2 and matching with the spikes of the iron tower is formed, which refers to the ergonomic technology, for example, when climbing operators go up and down the electric iron tower, the moment that the feet step on the spikes of the iron tower and the spikes of the iron tower form a certain angle, and the angle of the oblique gap is selected according to the condition that the angles are statistically normal, such as 30-60 degrees.

In this embodiment, a power iron tower climbing operation work shoes's use is:

when the electric iron tower needs to be climbed, an operator can climb the working shoe 1 after wearing the working shoe on the foot; in the climbing process, the iron tower foot nails are trampled, so that the iron tower foot nails are clamped between any two rows of shoe nails 2 or between any oblique gaps formed by a plurality of shoe nails 2, and slipping is not easy to occur.

In this embodiment, as shown in fig. 1 and 2, the spike 2 is a hard plastic spike 2 that can be elastically deformed, and the upper and the sole of the work shoe 1 are adhered and fixed, and the sole is injection-molded with the spike 2. In addition, through grooves 3 are arranged on the soles of the working shoes 1 at positions corresponding to the positions between the two rows of spikes 2; the groove direction of the through groove 3 is parallel to the arrangement direction of each row of spikes 2.

In this embodiment, the cross-sectional shape of the stud 2 is a centrosymmetric pattern with more than two lobes 4. In other equivalent embodiments, the spike 2 may also have a cross-sectional shape that is star-shaped, a "rice" shape, or other patterns.

In this embodiment, the diameter of the circumcircle of the cross-sectional pattern of each spike 2 is 15-17mm, preferably 16mm; the distance between two adjacent rows of spikes 2 is 17-19mm, preferably 18mm; the size of the inclined channel spacing is 17-19mm, preferably 18mm; the height of the stud 2 is 9-11mm, preferably 10mm. The spacing between one side of each row of studs 2 in the length direction of the sole and one side of the other adjacent row of studs 2 in the length direction of the same sole is 31-32mm, preferably 31.7mm. The height from the bottom of the stud 2 to the highest point of the forefoot of the working shoe 1 is 67-69mm, preferably 68mm, and the height from the bottom of the stud 2 to the highest point of the heel of the working shoe 1 is 118-120mm, preferably 119mm.

In summary, according to the electric power iron tower climbing work shoe provided by the utility model, the shoe nails are distributed on the sole, the distance between each row of shoe nails and each channel are adaptively designed according to the thickness of the iron tower foot nails, and the special-shaped column structural design of the upper shoe nails is matched, so that the upper shoe nails are meshed with the iron tower foot nails when an operator wears the work shoe to work, the contact surface and friction force are increased, the operator is helped to stand stably, the operator is helped to keep stable when climbing the electric power iron tower and working on the tower, and the safety is high.

The foregoing description is only illustrative of the present utility model and is not intended to limit the scope of the utility model, and all equivalent changes made by the specification and drawings of the present utility model, or direct or indirect application in the relevant art, are included in the scope of the present utility model.

Claims (10)

1. The electric iron tower climbing work shoe is characterized in that more than two rows of spikes are arranged on the sole of the work shoe;

the arrangement direction of each row of the spikes is perpendicular to the length direction of the sole of the working shoe;

the spacing between two adjacent rows of spikes is equal and the size of the spacing is matched with that of the spikes of the iron tower;

the spikes are of a special-shaped column structure.

2. The electric iron tower climbing work shoe according to claim 1, wherein two adjacent rows of the spikes are staggered, and an inclined channel with a distance matched with the iron tower spikes is formed between the two adjacent rows of spikes.

3. A power pylon climbing work shoe according to claim 2 wherein the sole of the work shoe is injection moulded with the studs.

4. The electric iron tower climbing work shoe according to claim 1, wherein a through groove is arranged on the sole of the work shoe at a position between two rows of spikes;

the groove direction of the through groove is parallel to the arrangement direction of each row of the spikes.

5. A power pylon climbing work shoe according to claim 1 wherein the cross-sectional shape of the stud is a centrosymmetric pattern with more than two lobes.

6. A power pylon climbing work shoe according to claim 1 wherein the studs are hard plastic studs which are elastically deformable.

7. The power pylon climbing work shoe of claim 1 wherein the work shoe upper and sole are adhesively secured.

8. A pair of electric pylon climbing work shoes according to claim 1, wherein the spacing between adjacent rows of spikes is 17-19mm.

9. A pair of electric iron tower climbing work shoes according to claim 2, wherein the slant channel spacing is 17-19mm.

10. A power pylon climbing work shoe according to claim 1 wherein the studs are 9-11mm in height.

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