CN211665465U - Steel horse way - Google Patents
Steel horse way Download PDFInfo
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- CN211665465U CN211665465U CN201922429649.6U CN201922429649U CN211665465U CN 211665465 U CN211665465 U CN 211665465U CN 201922429649 U CN201922429649 U CN 201922429649U CN 211665465 U CN211665465 U CN 211665465U
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- plate section
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- swash plate
- horizontal plate
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 142
- 239000010959 steel Substances 0.000 title claims abstract description 142
- 238000005096 rolling process Methods 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 6
- 230000008569 process Effects 0.000 description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 239000007769 metal material Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000005299 abrasion Methods 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
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Abstract
The utility model provides a steel packway, include: a scaffold structure; the backup pad, the backup pad sets up on supporting structure, and the backup pad includes first swash plate section, second swash plate section and horizontal plate section, and the first side of first swash plate section links to each other with ground looks overlap joint, and the second side of first swash plate section links to each other with the first side of horizontal plate section, and the first side of second swash plate section links to each other with the second side of horizontal plate section, and the second side and the ground looks overlap joint of second swash plate section. The technical scheme of the utility model the cable among the prior art has been solved effectively because rolling of vehicle and the problem of damaging easily when passing the road.
Description
Technical Field
The utility model relates to a technical field of steel packway particularly, relates to a steel packway.
Background
At present, in the electric power construction process, the rubber packway applied to cable laying is common, but in some temporary activity processes, when the flow of people is large or vehicles pass, the rubber packway has the defects of poor pressure resistance, easy abrasion and the like, the appearance of the cable is broken under severe conditions, and potential safety hazards exist.
SUMMERY OF THE UTILITY MODEL
The main object of the utility model is to provide a steel packway to solve the cable among the prior art when passing the road because the vehicle roll and the easy problem of damaging.
In order to achieve the above object, the utility model provides a steel riding track, include: a scaffold structure; the backup pad, the backup pad sets up on supporting structure, and the backup pad includes first swash plate section, second swash plate section and horizontal plate section, and the first side of first swash plate section links to each other with ground looks overlap joint, and the second side of first swash plate section links to each other with the first side of horizontal plate section, and the first side of second swash plate section links to each other with the second side of horizontal plate section, and the second side and the ground looks overlap joint of second swash plate section.
Further, the support structure comprises I-shaped steel and channel steel, and the I-shaped steel and the channel steel are arranged on the lower surface of the horizontal plate section.
Further, the channel-section steel includes first channel-section steel, and first channel-section steel is located the lower part of the first side of horizontal plate section, and the extending direction of first channel-section steel is unanimous with the extending direction of the first side of horizontal plate section.
Furthermore, the channel steel further comprises a second channel steel, the second channel steel is located on the lower portion of the second side edge of the horizontal plate section, and the extending direction of the second channel steel is consistent with the extending direction of the second side edge of the horizontal plate section.
Further, the I-steel includes a plurality of, and a plurality of I-steel sets up in the lower part of horizontal plate section.
Further, the support structure also comprises a third channel steel, and the third channel steel is positioned at the lower part of the first inclined plate section.
Furthermore, the third channel steel is many, and the width of each third channel steel is different, and the setting that many third channel steel are parallel mutually is in the lower part of first swash plate section.
Further, the support structure further comprises a fourth channel steel, and the fourth channel steel is located at the lower portion of the second inclined plate section.
Furthermore, the number of the fourth channel steel is multiple, the width of each fourth channel steel is different, and the multiple fourth channel steel are arranged on the lower portion of the second inclined plate section in parallel.
Further, the steel horse way also comprises a friction pad, the friction pad is arranged on the ground, and the support structure and the support plate are positioned on the friction pad.
Use the technical scheme of the utility model, the steel packway is placed subaerial, and the cable is worn to establish below the backup pad of steel packway, and the vehicle can not roll the cable like this. The steel horse way plays a role in protecting the cable, so that the cable is not easy to damage. The technical scheme of the utility model the cable among the prior art has been solved effectively because rolling of vehicle and the problem of damaging easily when passing the road.
Drawings
The accompanying drawings, which form a part of the present application, are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention and together with the description serve to explain the invention and not to limit the invention. In the drawings:
figure 1 shows a schematic structural view of an embodiment of a steel walkway according to the present invention; and
FIG. 2 shows a schematic top view of the steel horse way of FIG. 1;
FIG. 3 shows a schematic structural view of the angled channel of the berm of FIG. 1;
fig. 4 shows a schematic view of the connection structure of the steel gallery of fig. 1.
Wherein the figures include the following reference numerals:
10. a scaffold structure; 11. i-shaped steel; 12. channel steel; 13. a third channel steel; 14. a fourth channel steel; 15. inclining the channel steel; 20. a support plate; 21. a first ramp section; 22. a second swash plate section; 23. a horizontal plate section; 30. and (5) a connecting structure.
Detailed Description
It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict. The present invention will be described in detail below with reference to the accompanying drawings in conjunction with embodiments.
It should be noted that the following detailed description is exemplary and is intended to provide further explanation of the disclosure. Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application belongs.
Spatially relative terms, such as "above … …," "above … …," "above … …," "above," and the like, may be used herein for ease of description to describe one device or feature's spatial relationship to another device or feature as illustrated in the figures. It will be understood that the spatially relative terms are intended to encompass different orientations of the device in use or operation in addition to the orientation depicted in the figures. For example, if a device in the figures is turned over, devices described as "above" or "on" other devices or configurations would then be oriented "below" or "under" the other devices or configurations. Thus, the exemplary term "above … …" can include both an orientation of "above … …" and "below … …". The device may be otherwise variously oriented (rotated 90 degrees or at other orientations) and the spatially relative descriptors used herein interpreted accordingly.
Exemplary embodiments according to the present application will now be described in more detail with reference to the accompanying drawings. These exemplary embodiments may, however, be embodied in many different forms and should not be construed as limited to only the embodiments set forth herein. It is to be understood that these embodiments are provided so that this disclosure will be thorough and complete, and will fully convey the concept of the exemplary embodiments to those skilled in the art, in the drawings, the thicknesses of layers and regions are exaggerated for clarity, and the same devices are denoted by the same reference numerals, and thus the description thereof will be omitted.
As shown in fig. 1 to 4, a steel fairway of the present embodiment includes: a support structure 10 and a support plate 20. The backup pad 20 sets up on mounting structure 10, and backup pad 20 includes first swash plate section 21, second swash plate section 22 and horizontal plate section 23, and the first side of first swash plate section 21 links to each other with ground looks overlap joint, and the second side of first swash plate section 21 links to each other with the first side of horizontal plate section 23, and the first side of second swash plate section 22 links to each other with the second side of horizontal plate section 23, and the second side and the ground looks overlap joint of second swash plate section 22.
By applying the technical scheme of the embodiment, the steel riding track is placed on the ground, and the cable is arranged below the supporting plate 20 of the steel riding track in a penetrating manner, so that the vehicle cannot roll the cable. The steel horse way plays a role in protecting the cable, so that the cable is not easy to damage. The technical scheme of this embodiment has solved the problem that the cable among the prior art is easy to damage because of rolling of vehicle when passing the road effectively.
As shown in fig. 1, in the solution of the present embodiment, the support structure 10 includes an i-beam 11 and a channel 12, and the i-beam 11 and the channel 12 are disposed on the lower surface of the horizontal plate section 23. The structural processing cost of the I-shaped steel 11 and the channel steel 12 is low, and the purchase is convenient. The support plate 20 is also made of a metal material, and may be made of iron, steel, or the like.
As shown in fig. 1, in the technical solution of this embodiment, the channel steel 12 includes a first channel steel, the first channel steel is located at a lower portion of a first side of the horizontal plate section 23, and an extending direction of the first channel steel is consistent with an extending direction of the first side of the horizontal plate section 23. Above-mentioned structure makes the structure ratio of steel horse way firm, specifically, the direction of the recess opening of first channel-section steel towards the second channel-section steel, and the upper surface and the horizontal plate section 23 of first channel-section steel adopt welded connection, and the area of contact of first channel-section steel and horizontal plate section 23 is great like this.
As shown in fig. 1, in the technical solution of this embodiment, the channel steel 12 further includes a second channel steel, the second channel steel is located at a lower portion of the second side edge of the horizontal plate section 23, and an extending direction of the second channel steel is identical to an extending direction of the second side edge of the horizontal plate section 23. In the same way, the contact area between the second channel steel and the horizontal plate section 23 is large, and the first channel steel is parallel to the second channel steel, so that the arrangement of the I-shaped steel 11 is convenient.
As shown in fig. 1, in the solution of the present embodiment, the i-beam 11 includes a plurality of i-beams 11, and the plurality of i-beams 11 are disposed at the lower portion of the horizontal plate section 23. The structure of the plurality of i-beams 11 enables the supporting plate 20 to bear a larger mass, and the structure of the steel berm is more stable.
As shown in fig. 1, in the solution of the present embodiment, the bracket structure 10 further includes a third channel steel 13, and the third channel steel 13 is located at a lower portion of the first inclined plate section 21. The third channel steel 13 set up and has made things convenient for wearing to establish of cable, and the setting up of third channel steel 13 makes third channel steel 13 also can share the gravity of the foreign object that the steel horse way bore, and the structure of steel horse way is more firm like this, and is better to the protection of cable.
As shown in fig. 1, in the solution of the present embodiment, there are a plurality of third channel bars 13, the width of each third channel bar 13 is different, and the plurality of third channel bars 13 are disposed in parallel at the lower portion of the first inclined plate section 21. The steel packway has been consolidated to above-mentioned structure on the one hand, and on the other hand make full use of the space of steel packway lower part can wear to establish more cables. Specifically, the third channel steel 13 is used after being cut along a diagonal line.
As shown in fig. 1, in the solution of the present embodiment, the bracket structure 10 further includes a fourth channel 14, and the fourth channel 14 is located at a lower portion of the second inclined plate section 22. The structure enables the steel horse way to bear more gravity. The third channel steel 13 and the fourth channel steel 14 are both inverted channel steel. The fourth channel 14 is used after being cut diagonally.
As shown in fig. 1, in the solution of the present embodiment, there are a plurality of fourth channels 14, the widths of the fourth channels 14 are different, and the plurality of fourth channels 14 are arranged in parallel at the lower portion of the second inclined plate section. The structure makes full use of the space of the steel horse way.
As shown in fig. 1 to 3, in the technical solution of the present embodiment, the steel horse way further includes a friction pad, the friction pad is disposed on the ground, and the support structure 10 and the support plate 20 are located on the friction pad. The friction pads are provided so that the mounting structure 10 and the support plate 20 are not easily displaced. It should be noted that, the first side edge of the first swash plate section 21 has a horizontal flange, so that the contact area between the first swash plate section 21 and the ground is larger, and the second side edge of the second swash plate section 22 has a horizontal flange, so that the contact area between the second swash plate section 22 and the ground is larger, and the steel berm is more stable when placed on the ground. The steel berm still includes the slope channel-section steel 15 along channel-section steel diagonal cutting, and slope channel-section steel 15 sets up the side in the both sides of steel berm, and the inclination of channel-section steel is the same with the inclination of first swash plate section 21 and second swash plate section 22 like this, makes the structure of steel berm more steady like this, and bearing capacity is stronger. Specifically, the inclined channel steels are multiple and are respectively positioned on two sides of the steel berm.
It should be noted that the inclination angles of the first inclined plate section 21 and the second inclined plate section 22 are both 10 °, so that the vehicle can pass through the steel horse way smoothly. The material of the steel packway is metal material, so that the steel packway can bear larger weight. The cost of the section steel berm per meter is about 1500 yuan, and the cost of the rubber berm per meter is about 300 yuan. Laying 4 paths of cables in the same path as an example, if a rubber road is used, 4 cables are needed; use the steel packway of this application only to need 1, the steel packway of this application can pass through many cables simultaneously. And factors such as labor cost are considered, so that the cost of the steel horse way is relatively lower. Moreover, the steel horse way can be recycled, and the relative benefit is only higher. The utility model provides a steel packway is provided with the plug connector, and the plug connector can be pegged graft between third channel-section steel 13 or between fourth channel-section steel 14 of steel packway lower part, and the setting of plug connector can make adjacent steel packway splice together. The utility model provides a steel horse way still is provided with ground structure, and ground structure's first end is connected fixedly with the plug connector of steel horse way.
It should be noted that the width of the steel corridors of the present embodiment is 1 meter, and the first side of the steel corridors has the connecting structure 30, that is, a plurality of steel corridors can be spliced, so that the steel corridors can adapt to roads with different widths. The connection structure 30 is a plate-shaped structure, a part of the upper plane of the plate-shaped structure is connected to the lower surface of the support plate 20, a part of the plate-shaped structure exposed out of the support plate 20 has a first bolt through hole, a second side of the steel horse way has a second bolt through hole corresponding to the first bolt through hole, and the first side of the steel horse way is the side opposite to the second side of the steel horse way. When the road is wider and needs the splicing of a plurality of steel packways, the connecting structure 30 part of the first side edge of each steel packway penetrates into the second side edges of other steel packways, the first bolt through hole corresponds to the second bolt through hole, and the bolt penetrates into the first bolt through hole. Of course, the width of the plate-shaped structure is matched with the width of the two channel steels, so that the two spliced steel corridors can be limited without bolts.
The steel horse way of the embodiment has little change and no sound when being rolled by a cart. This is superior to the prior steel corridors which have a great sound and displacement when passing through the vehicle and are easily deformed. The steel berm of this embodiment has avoided the vortex hidden danger. Each steel horse way can be moved by manpower and then spliced.
It is noted that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of example embodiments according to the present application. As used herein, the singular forms "a", "an" and "the" are intended to include the plural forms as well, and it should be understood that when the terms "comprises" and/or "comprising" are used in this specification, they specify the presence of stated features, steps, operations, devices, components, and/or combinations thereof, unless the context clearly indicates otherwise.
It should be noted that the terms "first," "second," and the like in the description and claims of this application and in the drawings described above are used for distinguishing between similar elements and not necessarily for describing a particular sequential or chronological order. It is to be understood that the data so used is interchangeable under appropriate circumstances such that the embodiments of the application described herein are, for example, capable of operation in sequences other than those illustrated or otherwise described herein. Furthermore, the terms "comprises," "comprising," and "having," and any variations thereof, are intended to cover a non-exclusive inclusion, such that a process, method, system, article, or apparatus that comprises a list of steps or elements is not necessarily limited to those steps or elements expressly listed, but may include other steps or elements not expressly listed or inherent to such process, method, article, or apparatus.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (10)
1. A steel horse way, comprising:
a support structure (10);
backup pad (20), backup pad (20) set up on supporting structure (10), backup pad (20) include first swash plate section (21), second swash plate section (22) and horizontal plate section (23), the first side and the ground of first swash plate section (21) overlap joint, the second side of first swash plate section (21) with the first side of horizontal plate section (23) links to each other, the first side of second swash plate section (22) with the second side of horizontal plate section (23) links to each other, the second side and the ground of second swash plate section (22) overlap joint mutually.
2. The steel horse way according to claim 1, characterized in that the supporting structure (10) comprises i-beams (11) and channels (12), the i-beams (11) and channels (12) being provided at the lower surface of the horizontal plate section (23).
3. The steel walkway of claim 2, wherein the channel (12) comprises a first channel located below the first side of the horizontal plate section (23), the first channel extending in a direction consistent with the first side of the horizontal plate section (23).
4. The steel horse way according to claim 3, characterized in that the channel (12) further comprises a second channel, which is located at the lower part of the second side of the horizontal plate section (23), and the extending direction of the second channel is identical to the extending direction of the second side of the horizontal plate section (23).
5. The steel horse way according to claim 2, characterized in that said i-section steel (11) comprises a plurality of i-sections (11) arranged at the lower part of said horizontal plate section (23).
6. The steel walkway of claim 1, wherein the bracket structure (10) further comprises a third channel (13), the third channel (13) being located at a lower portion of the first ramp section (21).
7. The steel horse way according to claim 6, characterized in that the third channel steel (13) is a plurality of channels, the width of each channel steel (13) is different, and the plurality of channels steel (13) are arranged in parallel at the lower part of the first inclined plate section (21).
8. The steel horse way according to claim 6, characterized in that the supporting structure (10) further comprises a fourth channel (14), the fourth channel (14) being located at the lower part of the second ramp section (22).
9. The steel horse way according to claim 8, characterized in that the number of the fourth channel steels (14) is multiple, the width of each fourth channel steel (14) is different, and the multiple fourth channel steels (14) are arranged in parallel at the lower part of the second inclined plate section.
10. The steel horse way according to claim 1, characterized in that it further comprises friction pads, which are arranged on the ground, on which the support structure (10) and the support plate (20) are located.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922429649.6U CN211665465U (en) | 2019-12-27 | 2019-12-27 | Steel horse way |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922429649.6U CN211665465U (en) | 2019-12-27 | 2019-12-27 | Steel horse way |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211665465U true CN211665465U (en) | 2020-10-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922429649.6U Active CN211665465U (en) | 2019-12-27 | 2019-12-27 | Steel horse way |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211665465U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114717988A (en) * | 2022-05-29 | 2022-07-08 | 生红丽 | Highway emergency channel equipment that blocks up |
-
2019
- 2019-12-27 CN CN201922429649.6U patent/CN211665465U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114717988A (en) * | 2022-05-29 | 2022-07-08 | 生红丽 | Highway emergency channel equipment that blocks up |
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