CN202899720U - Steel pole provided with foot treadles and used for high-tension transmission line iron tower - Google Patents
Steel pole provided with foot treadles and used for high-tension transmission line iron tower Download PDFInfo
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- CN202899720U CN202899720U CN 201220530515 CN201220530515U CN202899720U CN 202899720 U CN202899720 U CN 202899720U CN 201220530515 CN201220530515 CN 201220530515 CN 201220530515 U CN201220530515 U CN 201220530515U CN 202899720 U CN202899720 U CN 202899720U
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- steel pole
- foot rest
- transmission line
- steel
- pole
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- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 71
- 239000010959 steel Substances 0.000 title claims abstract description 71
- 230000005540 biological transmission Effects 0.000 title claims abstract description 14
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 title abstract description 22
- 229910052742 iron Inorganic materials 0.000 title abstract description 11
- 230000003287 optical effect Effects 0.000 claims description 6
- 238000010276 construction Methods 0.000 abstract description 9
- 238000009434 installation Methods 0.000 abstract description 7
- 238000006308 Hooker rearrangement reaction Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 description 7
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 241001503987 Clematis vitalba Species 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 230000035807 sensation Effects 0.000 description 1
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Abstract
The utility model discloses a steel pole provided with foot treadles and used for a high-tension transmission line iron tower. The steel pole provided with the foot treadles and used for the high-tension transmission line iron tower comprises a pole body, flanges, and installation racks. The flanges are arranged at two ends of the pole body, the installation racks are arranged on the outer wall of the pole body and used for installation of steel pole girders, and the foot treadles are installed on the pole body wall through the installation racks in a hung mode. The sections of the foot treadles are shaped like Chinese characters 'ji'. The foot treadles are connected in the installation racks through hookers shaped like Chinese character 'ji'. The steel pole with the foot treadles is used for erecting an ultrahigh-tension transmission line iron tower in the field of electric power construction, the difficult problem that a high-tension iron tower steel pole is difficult to assemble is solved, and larger operation space is provided for workers. During the assembling of the steel pole, the foot treadles can be used as acting points by constructors and safe and stable, and construction speed is accelerated.
Description
Technical field
The utility model relates to the used steel pole of high voltage iron tower of a kind of power construction field setting up ultra-high-voltage power line.
Background technology
In transmission line of electricity, ultra high-tension transmission line need to set up with high voltage iron tower, high voltage iron tower generally is four angle suspension towers that vertically assembled by some steel poles by four groups, also connects into trussed construction with channel-section steel or angle steel between the steel pole of the setting that each group is serially connected.The two ends of steel pole are provided with the flange that connects two steel poles, the position of truss frame for connecting angle steel is welded with installing rack on the sidewall of steel pole, installing rack is one to be buckled in the grooved steel plate on the steel pole wall, and the grooved steel plate front of installing rack arranges bolt hole, is used for the trussmembers such as connecting angle.When setting up the higher heavier members such as high voltage iron tower, need to the members such as steel pole be lifted to hoist and traction machine the top of the steel pole of having holded up.Need to assemble the unsettled pole that arranges in top of four groups of steel poles holding up in the lifting process, the top of pole arranges pulley, and the hoist and traction machine setting also arranges a traction pulley on the ground on the ground of the centre of four groups of steel towers.The wire rope of the members such as lifting steel pole passes from the pulley on pole top, one end is connected on the steel pole of ground preparation lifting, then the pulley that the other end passes traction usefulness on the ground, four groups of steel tower centers is connected on the hoist and traction machine, hoist and traction machine is lifted to the top of pole by the pulling wire rope with members such as steel poles, thus install be connected to holded up top.
Two ends at steel pole all are welded with flange, and the connection between two steel poles mainly is by bolt two flange to be connected as one.Steel pole is constantly to rock in the lifting process, the flange of the steel pole of lifting wants to align with flange and the bolt hole of already installed steel pole, it is not a nothing the matter, so need the constructor to stand in the upper end of already installed steel pole in the hoisting process, need to be by manually connecting by flange being positioned at two upper and lower steel poles, the lower end flange of the steel pole of lifting and flange and the bolt hole of bolt hole and already installed steel pole are aligned.But, on the general steel pole except the installing rack of the flange that connects steel pole and truss frame for connecting angle steel, other parts of not standing for the constructor.The constructor is when assembling steel pole and trussmember thereof, generally can only be suspended on the steel pole by safety rope, every steel pole is all very thick simultaneously, climbers etc. are stepped on the bar instrument and can not be used, and the constructor underfooting does not have origin of force, make like this constructor's activity be subject to very large restriction, work progress is very difficult, and also danger close is also very inconvenient during loading and unloading, causes easily the generation of construction accident.
The utility model content
The utility model technical issues that need to address provide a kind of steel tower steel pole of ultra-high-tension power transmission line of constructability personnel work.
For solving the problems of the technologies described above, technical solution adopted in the utility model is: a kind of high-voltage transmission line towers steel pole with foot rest, comprise the body of rod, be arranged on body of rod two ends flange, be welded on the installing rack that the steel pole truss be used for to be installed on the body of rod outer wall, be provided with foot rest by installing rack on the described body of rod wall, the cross section of described foot rest is several fonts, and foot rest is articulated in the installing rack by the hook of several fonts of foot rest.
The further improvement of the utility model concrete structure is: the arranged outside that described foot rest is relative with hook has the baffle plate that is upturned.
The further improvement of the utility model concrete structure is: be provided with the bolt hole that the cross-under bolt that cooperates with bolt hole on the installing rack is used on the inboard and hook of described foot rest.
The further improvement of the utility model concrete structure is: be provided with the optical cable future part frame on the installing rack on the described body of rod sidewall.
Owing to adopted technique scheme, the obtained technological progress of the utility model is: high-pressure tower of the present utility model is mainly used in the steel tower steel pole of power construction field setting up ultra-high-voltage power line with steel pole, to load onto in advance the parts such as foot rest at steel pole, thereby solve the difficult problem that the high voltage iron tower steel pole is difficult to assemble in the construction assembling process, for the staff provides larger action space, in assembling steel pole process, the constructor can be with foot rest as origin of force, the work progress safety and stability has been accelerated construction speed greatly.
Being provided with the baffle plate that is upturned on the foot rest can prevent from stepping on sky or skidding.With bolt the installing rack cross-under of foot rest and steel pole is got up, can further increase the safety that foot rest hangs.Foot rest is to be hooked on the installing rack, and it can be dismantled at any time, conveniently uses and moves.The optical cable future part frame that arranges on the installing rack provides the installation site of reservation not only for the installation of optical cable, and can play the foot-operated effect of supporting.
Description of drawings
Fig. 1 is the utility model structural representation;
Fig. 2 is the mounting structure schematic diagram of foot rest of the present utility model;
Fig. 3 is the plan structure schematic diagram of foot rest of the present utility model.
Among the figure: 2, upper flange, 3, the optical cable future part frame, 4, installing rack, 5, lower flange, 30, the body of rod; 32, foot rest; 35, hook, 36, baffle plate, 37, bolt.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described in further details:
As shown in drawings, a kind of high-voltage transmission line towers steel pole with foot rest comprises the body of rod 30, body of rod two ends are provided with flange, are provided with installing rack at body of rod outer wall, and installing rack is the parts such as truss angle steel that steel tower is installed under normal circumstances.Installing rack 4 on body of rod wall is risen to the bait and is hung with foot rest 32.
Shown in Fig. 2,3, the cross section of foot rest 32 of the present utility model is several fonts, and foot rest 32 is articulated in the installing rack 4 by the hook of several fonts of foot rest.Described foot rest 32 has baffle plate 36 with hook 35 relative arranged outside, and baffle plate 36 is upturned to block constructor's pin, and the sensation at foot rest edge is provided for the constructor.Foot rest 32 inboard and linking up with is provided with the bolt hole that cooperates with bolt hole on the installing rack 4 on 35, foot rest 32 hang over installing rack 4 interior after, cross-under one bolt 37 is further to prevent that fixedly foot rest from coming off again.On the installing rack 4 on the body of rod sidewall, also be provided with optical cable future part frame 3.
In power construction, high voltage iron tower generally is four angle suspension towers that vertically assembled by some steel poles by four groups.When setting up, hoist and traction machine is lifted to the members such as steel pole by the pulling wire rope top of pole, in the process of pulling, at first a sling end of steel pole of wire rope, until hoist and traction machine is lifted to the members such as whole steel pole on the top of the steel pole of having holded up, after lifting is finished, the constructor climbs to two steel pole junctions, the safety rope of self is socketed on the upper flange 2 of steel pole, then the constructor's two pin stand in respectively on the foot rest, finish the work that is connected of bolt between the flange of steel pole and lower steel pole.When needs are installed the assembly of other position, can arrive corresponding position by mobile foot rest.
Claims (4)
1. high-voltage transmission line towers steel pole with foot rest, comprise the body of rod (30), be arranged on body of rod two ends flange, be welded on the installing rack (4) that the steel pole truss be used for to be installed on the body of rod outer wall, it is characterized in that: be provided with foot rest (32) by installing rack (4) on the described body of rod wall, the cross section of described foot rest (32) is several fonts, and foot rest (32) is articulated in the installing rack (4) by the hook (35) of several fonts of foot rest.
2. a kind of high-voltage transmission line towers steel pole with foot rest according to claim 1 is characterized in that: the arranged outside that described foot rest (32) is relative with hook (35) has the baffle plate (36) that is upturned.
3. it is characterized in that according to claim 1 or 2 each described a kind of high-voltage transmission line towers steel poles with foot rest: the bolt hole that is provided with cross-under bolt (37) usefulness that cooperates with bolt hole on the installing rack (4) on the inboard and hook (35) of described foot rest (32).
4. a kind of high-voltage transmission line towers steel pole with foot rest according to claim 1 is characterized in that: be provided with optical cable future part frame (3) on the installing rack (4) on the described body of rod sidewall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220530515 CN202899720U (en) | 2012-10-17 | 2012-10-17 | Steel pole provided with foot treadles and used for high-tension transmission line iron tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220530515 CN202899720U (en) | 2012-10-17 | 2012-10-17 | Steel pole provided with foot treadles and used for high-tension transmission line iron tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202899720U true CN202899720U (en) | 2013-04-24 |
Family
ID=48120406
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220530515 Expired - Fee Related CN202899720U (en) | 2012-10-17 | 2012-10-17 | Steel pole provided with foot treadles and used for high-tension transmission line iron tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202899720U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107013050A (en) * | 2017-04-21 | 2017-08-04 | 五冶集团上海有限公司 | Stepping system |
| CN107035128A (en) * | 2017-04-21 | 2017-08-11 | 五冶集团上海有限公司 | Step device |
-
2012
- 2012-10-17 CN CN 201220530515 patent/CN202899720U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107013050A (en) * | 2017-04-21 | 2017-08-04 | 五冶集团上海有限公司 | Stepping system |
| CN107035128A (en) * | 2017-04-21 | 2017-08-11 | 五冶集团上海有限公司 | Step device |
| CN107013050B (en) * | 2017-04-21 | 2020-05-01 | 五冶集团上海有限公司 | Stepping system |
| CN107035128B (en) * | 2017-04-21 | 2020-05-05 | 五冶集团上海有限公司 | Stepping device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130424 Termination date: 20181017 |