CN201232194Y - Anti-deformation power transmission tower - Google Patents
Anti-deformation power transmission tower Download PDFInfo
- Publication number
- CN201232194Y CN201232194Y CNU2008200381889U CN200820038188U CN201232194Y CN 201232194 Y CN201232194 Y CN 201232194Y CN U2008200381889 U CNU2008200381889 U CN U2008200381889U CN 200820038188 U CN200820038188 U CN 200820038188U CN 201232194 Y CN201232194 Y CN 201232194Y
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- Prior art keywords
- deformation
- iron tower
- resistance
- foundation
- tower
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- Expired - Fee Related
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- 230000005540 biological transmission Effects 0.000 title claims abstract description 24
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 56
- 229910052742 iron Inorganic materials 0.000 claims abstract description 28
- 239000004576 sand Substances 0.000 claims abstract description 6
- 230000006978 adaptation Effects 0.000 claims description 9
- 239000004575 stone Substances 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 4
- 238000005065 mining Methods 0.000 description 5
- 239000003245 coal Substances 0.000 description 3
- 230000005611 electricity Effects 0.000 description 2
- 238000004062 sedimentation Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000003321 amplification Effects 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 238000005246 galvanizing Methods 0.000 description 1
- 238000003199 nucleic acid amplification method Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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- Suspension Of Electric Lines Or Cables (AREA)
Abstract
Disclosed is a deformation-resistant transmission tower, which is particularly applied to the high-voltage transmission iron towers of the high-voltage transmission lines in subsidence areas; a deformation-resistant mat foundation is arranged under the iron towers, with a foundation short column corresponding to the support leg of the iron tower arranged thereon; a self-adapting deformation connected node of the support leg of the iron tower is fixed on the foundation short column; and a sand cushion is arranged at the downside of the deformation-resistant mat foundation. The connection way of a high strength bolt is fully used; certain member flex space is released for the iron tower to adapt to foundation deformation; the stress generated by iron tower members is actively lowered after the surface of the subsidence area is deformed; and such brittle fracture as node tearing is avoided in some way. The utility model is characterized by simple construction, good result and wide practicability.
Description
Technical field
The utility model relates to the transmission tower of ultra-high-tension power transmission line, especially a kind of resistance to deformation transmission tower that is applicable to mine worked-out section.
Technical background
Coal is the main energy sources of China, and in the primary energy consumption of China, coal accounts for about 70%.Because coal is after underground extraction, its top covering layer loses support, causes that the above goaf face of land produces mobile and distortion.Move and the distortion on the face of land directly have influence on the basis of building, thereby cause building to destroy.
In recent years,, badly influence the safety of overhead transmission line line pole tower, caused very big threat and harm for the ultra-high-tension power transmission line, the iron tower that pass through or be seated on the minery along with the expansion of underground mining scope; On the other hand, along with the construction of near coal-mine power plant and the continuous development of electrical network in recent years, increasing transmission line of electricity need pass through minery.Only adopt the mining measure that reduces surface deformable to be difficult to guarantee the safety of ground transmission tower at present, because the fundamental realities of the country that China has a large population and a few land, many mining areas are exactly mining collapse area except that basic farmland.Therefore building transmission line of electricity at mining collapse area has become certainty, and exploitation minery resistance to deformation iron tower has become current urgency problem to be solved.
The utility model content
The purpose of this utility model is to overcome the deficiency that prior art exists, and provides a kind of simple in structure, and it is strong initiatively to adapt to deformability, effective, the resistance to deformation transmission tower that cost is low.
For achieving the above object, the technical solution of the utility model is, have the resistance to deformation mat foundation at the iron tower pylon, the resistance to deformation mat foundation is provided with and the corresponding basic short column of iron tower pylon leg, be fixed with on the short column of basis and iron tower pylon leg self adaptation distortion connected node, resistance to deformation mat foundation bottom is provided with sand cushion.
Described self adaptation distortion connected node is by a seat board that is fixed on the basic short column, is fastened on the iron tower rod member on the seat board and the stone bolt formation of fixed anchor plate with the high-strength bolt double shear; Described double shear connects and comprises backing plate and the junction plate that is fixed on the seat board; Described iron tower rod member is provided with the bar shaped connecting hole, is provided with slide block in the bar hole.
The beneficial effects of the utility model: the iron tower rod member produces big stress after adapting to the subsidence area surface deformable taking place, and brittle fracture such as avoids taking place that node is torn, and also is applicable to the reinforcing of the original electric power pylon of above goaf.Can effectively increase the integral rigidity and the intensity of tower foundation, the subsidiary stress that sedimentation, inclination, curvature and the horizontal distortion on the opposing minery face of land produces on transmission tower, and the influence that can stand to adopt, guarantee the safety of transmission tower, its construction is simple, effective, have practicality widely.
Description of drawings
Fig. 1 is the utility model resistance to deformation transmission tower structural representation.
Fig. 2 (a) is a self adaptation distortion connected node amplification assumption diagram among Fig. 1.
Fig. 2 (b) is the lateral view of Fig. 2 (a).
Fig. 2 (c) is Fig. 2 (a) rod member connecting hole structural representation.
Among the figure: 1. iron tower pylon, 2. self adaptation resistance to deformation connected node, 3. resistance to deformation concrete integrated piece raft foundation, 4. backfill, 5. sand cushion, 6. basic short column, 2-1. iron tower rod member, the 2-2. bolt, 2-3. props up seat board, 2-4. slide block, 2-5. backing plate, 2-6. junction plate, 2-7. stone bolt.
The specific embodiment
The utility model will be further described below in conjunction with the embodiment in the accompanying drawing:
Shown in Figure 1, the resistance to deformation transmission tower mainly is made up of iron tower pylon 1, self adaptation resistance to deformation connected node 2 and resistance to deformation concrete mass-type foundation 3.Resistance to deformation mat foundation 3 is located in the ground under the iron tower pylon 1, and resistance to deformation mat foundation 3 is provided with and the corresponding basic short column 6 of iron tower pylon 1 leg number, is fixed with on the basic short column 6 and iron tower pylon 1 leg self adaptation distortion connected node 2.Shown in Fig. 2 (a), self adaptation distortion connected node 2 is by a seat board 2-3 who is fixed on the basic short column 6, be fastened on iron tower rod member 2-1 on the seat board 2-3 and the stone bolt 2-7 of fixed anchor plate 2-3 constitutes with high-strength bolt 2-2 double shear, shown in Fig. 2 (b), the double shear connection is made of the backing plate 2-5 and the junction plate 2-6 that are fixed on the seat board 2-3, shown in Fig. 2 (c), iron tower rod member 2-1 is provided with the bar shaped connecting hole, is provided with slide block 2-4 in the bar hole.All metalwork surfaces all adopt galvanizing to handle.After subsidence area excavation ground reaches projected depth, laying depth should not be lower than the sand cushion 5 of 500mm, and compaction in layers, construction reinforced bar concrete mat foundation 3 on sand cushion 5, resistance to deformation mat foundation 3 is the steel concrete mass-type foundation, and its top is filled with the backfill 4 that parallels with ground.Increase the integral rigidity and the intensity of tower foundation effectively, can resist the subsidiary stress that sedimentation, inclination, curvature and the horizontal distortion on the minery face of land produce on transmission tower, made its influence that can stand to adopt, guaranteed the safety of transmission tower.
Claims (4)
1. resistance to deformation transmission tower, comprise iron tower pylon (1), it is characterized in that: described iron tower pylon (1) has resistance to deformation mat foundation (3), resistance to deformation mat foundation (3) is provided with and iron tower pylon (1) the corresponding basic short column of leg (6), be fixed with on the basis short column (6) and iron tower pylon (1) leg self adaptation distortion connected node (2), resistance to deformation mat foundation (3) bottom is provided with sand cushion (5).
2. resistance to deformation transmission tower according to claim 1, it is characterized in that: described self adaptation distortion connected node (2) is by a seat board (2-3) that is fixed on the basic short column (6), is fastened on the iron tower rod member (2-1) on the seat board (2-3) and stone bolt (2-7) formation of fixed anchor plate (2-3) with high-strength bolt (2-2) double shear.
3. resistance to deformation transmission tower according to claim 2 is characterized in that: described double shear connects and comprises backing plate (2-5) and the junction plate (2-6) that is fixed on the seat board (2-3).
4. resistance to deformation transmission tower according to claim 2 is characterized in that: described iron tower rod member (2-1) is provided with the bar shaped connecting hole, is provided with slide block (2-4) in the bar hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200381889U CN201232194Y (en) | 2008-06-13 | 2008-06-13 | Anti-deformation power transmission tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200381889U CN201232194Y (en) | 2008-06-13 | 2008-06-13 | Anti-deformation power transmission tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201232194Y true CN201232194Y (en) | 2009-05-06 |
Family
ID=40618568
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008200381889U Expired - Fee Related CN201232194Y (en) | 2008-06-13 | 2008-06-13 | Anti-deformation power transmission tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201232194Y (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101956479A (en) * | 2010-09-20 | 2011-01-26 | 中国矿业大学(北京) | Device arranged on original foundation of high voltage transmission tower and capable of hoisting height of tower and preventing mining-induced deformation |
| CN101956478A (en) * | 2010-09-20 | 2011-01-26 | 中国矿业大学(北京) | Enhancement-able mining deformation resistance device of high-voltage line tower with externally expanded base |
| CN102900093A (en) * | 2012-10-11 | 2013-01-30 | 甘肃省电力公司电力经济技术研究院 | Plate-type double-cable foundation structure of transmission tower |
| CN103015454A (en) * | 2012-12-28 | 2013-04-03 | 浙江省电力设计院 | Combined raft foundation of outdoor framework and GIS equipment in transformer substation |
| CN106368236A (en) * | 2016-10-14 | 2017-02-01 | 国网山西省电力公司晋城供电公司 | Device and method for goaf self-adaptive adjustment basis |
| CN106760876A (en) * | 2016-12-20 | 2017-05-31 | 中国矿业大学 | Minery electric power pylon slidably transform node device and its method for designing |
| CN110080599A (en) * | 2019-04-24 | 2019-08-02 | 四川南充电力设计有限公司 | The electric power pylon used based on power Transmission |
-
2008
- 2008-06-13 CN CNU2008200381889U patent/CN201232194Y/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101956479A (en) * | 2010-09-20 | 2011-01-26 | 中国矿业大学(北京) | Device arranged on original foundation of high voltage transmission tower and capable of hoisting height of tower and preventing mining-induced deformation |
| CN101956478A (en) * | 2010-09-20 | 2011-01-26 | 中国矿业大学(北京) | Enhancement-able mining deformation resistance device of high-voltage line tower with externally expanded base |
| CN101956479B (en) * | 2010-09-20 | 2012-01-04 | 中国矿业大学(北京) | Device arranged on original foundation of high voltage transmission tower and capable of hoisting height of tower and preventing mining-induced deformation |
| CN102900093A (en) * | 2012-10-11 | 2013-01-30 | 甘肃省电力公司电力经济技术研究院 | Plate-type double-cable foundation structure of transmission tower |
| CN102900093B (en) * | 2012-10-11 | 2015-03-04 | 甘肃省电力公司电力经济技术研究院 | Plate-type double-cable foundation structure of transmission tower |
| CN103015454A (en) * | 2012-12-28 | 2013-04-03 | 浙江省电力设计院 | Combined raft foundation of outdoor framework and GIS equipment in transformer substation |
| CN103015454B (en) * | 2012-12-28 | 2015-02-11 | 浙江省电力设计院 | Combined raft foundation of outdoor framework and GIS equipment in transformer substation |
| CN106368236A (en) * | 2016-10-14 | 2017-02-01 | 国网山西省电力公司晋城供电公司 | Device and method for goaf self-adaptive adjustment basis |
| CN106760876A (en) * | 2016-12-20 | 2017-05-31 | 中国矿业大学 | Minery electric power pylon slidably transform node device and its method for designing |
| CN106760876B (en) * | 2016-12-20 | 2019-05-07 | 中国矿业大学 | Minery electric power pylon slidably transform node device and its design method |
| CN110080599A (en) * | 2019-04-24 | 2019-08-02 | 四川南充电力设计有限公司 | The electric power pylon used based on power Transmission |
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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: 20090506 Termination date: 20110613 |