CN101463667A - Reinforcing means for power transmission iron tower - Google Patents
Reinforcing means for power transmission iron tower Download PDFInfo
- Publication number
- CN101463667A CN101463667A CNA2009100677124A CN200910067712A CN101463667A CN 101463667 A CN101463667 A CN 101463667A CN A2009100677124 A CNA2009100677124 A CN A2009100677124A CN 200910067712 A CN200910067712 A CN 200910067712A CN 101463667 A CN101463667 A CN 101463667A
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- electric power
- power pylon
- reinforcing
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Abstract
The invention belongs to a method for reinforcing an electric power pylon, comprising the following steps: (1) two connection angle steels are respectively fixedly arranged by node bolts back to back on the two facades outside of each gusset plate which is fixedly arranged on principal by the node bolts; (2) binding bolts are adopted to fix a reinforcing angle steel which is in parallel with the principal between the two connection angle steels respectively; a transverse plate is fixedly arranged at the intersecting point of the transom or diagonal member of two adjacent node plates and the principal by the bolt of the original intersecting point, and the other end of the transverse plate is fixedly arranged on the reinforcing angle steel by a binding bolt; (4) the bottom end of the reinforcing angle steel is fixedly arranged at the tower corner to reinforce the electric power pylon. The invention effectively improves the reinforcing property of the electric power pylon and has the advantages of low cost, simple construction and short construction period, thereby being capable of being applied to the existing electric power pylon.
Description
Technical field
The invention belongs to the electric power pylon field, especially a kind of reinforcement means of electric power pylon.
Background technology
Electric power pylon is the visual plant in the electric power transfer engineering.In order to guarantee the operate as normal of electric power transfer, electric power pylon should fix on the ground with being stabilized, and has requirements such as certain wind resistance, anti-ice cover.But the electric power pylon that uses much comes fabrication and installation according to old version standard now, and its performance indications can not adapt to more and more rugged environment needs.For example, the strong sleet freezing weather of China's southern area just causes a lot of electric power pylons because the icing accidents such as causing electric grid large area power cut of collapsing at the beginning of 2008.In order to improve the steadiness of electric power pylon, can adopt two kinds of methods to realize usually: a kind of method is to use more firm electric power pylon to replace existing electric power pylon, and there are problems such as expense height, construction is complicated, the replacement cycle is long in this method; Another kind method is that existing electric power pylon is reinforced, promptly on the main material of electric power pylon, make installing hole and use bolt will reinforce sheet material and be installed on the main material, the problem that this method exists is: make the installing hole constructional difficulties on main material, owing to make the structure that installing hole has destroyed main material on main material, its reinforcement performance is difficult to guarantee simultaneously.
Summary of the invention
The objective of the invention is to overcome the deficiencies in the prior art, a kind of reinforcement means of with low cost, method is simple and reinforcement performance is high electric power pylon is provided.
The present invention solves its technical problem and takes following technical scheme to realize:
A kind of reinforcement means of electric power pylon may further comprise the steps:
(1). two facades in each gusset plate outside that installs mutually by node bolt with main material use this node bolt back-to-back to install two connecting angles respectively;
(2). between above-mentioned two connecting angles, adopt fastening bolt to fix a reinforcing angle parallel respectively with main material;
(3). the intersection point place of the horizontal material between two adjacent gusset plates or oblique material and main material utilizes former intersection point bolt to install a transverse slat, and the other end of this transverse slat installs by fastening bolt and reinforcing angle;
(4). the bottom of reinforcing angle is packed on the tower angle, promptly finishes reinforcing electric power pylon.
And the bottom of described reinforcing angle is packed on the tower angle by welding manner.
And described reinforcing angle is identical with the material of main material.
And described electric power pylon is the 110ZGu2 electric power pylon.
Advantage of the present invention and good effect are:
1. this reinforcement means makes full use of the installing hole on the existing main material, at a pair of connecting angle of each gusset plate back-to-back installation in the outside, transverse slat is installed at the intersection point place of the horizontal material between two adjacent gusset plates or oblique material and main material, using fastening bolt that reinforcing angle is parallel to main material is installed on the connecting angle, be about to main material, connecting angle, transverse slat and reinforcing angle are installed together, thereby realize reinforcing function to electric power pylon, this reinforcement means has made full use of the installing hole on the main material, do not need to punch again and reinforcing angle and main material can be solidly installed, guaranteed the reinforcement performance of electric power pylon at main material.
2. this reinforcement means only need use original installing hole installation reinforcing angle on the main material, and it is with low cost, construction is simple, the duration is short, has solved problems such as the expense height that the integral replacing electric power pylon brings, construction is complicated, the replacement cycle is long.
3. the present invention has improved the reinforcement performance of electric power pylon effectively, has advantages such as with low cost, that construction is simple, the duration is short, can be widely used on the existing electric power pylon.
Description of drawings
Fig. 1 is a front view of the present invention;
Fig. 2 is the partial enlarged drawing that the I of Fig. 1 is ordered;
Fig. 3 is the A-A phase cross sectional view of Fig. 2;
Fig. 4 is the partial enlarged drawing that the II of Fig. 1 is ordered.
The specific embodiment
Below in conjunction with accompanying drawing the embodiment of the invention is further described:
A kind of reinforcement means of electric power pylon is that existing electric power pylon is reinforced.Be that the example explanation is illustrated with the 110ZGu2 electric power pylon below.
Existing electric power pylon is made of pedestal 8, tower angle 7, body of the tower, cat head 1 and cross-arm 2, body of the tower is the tower frame structure that four main materials 6 and the horizontal material 3 therebetween that interlocks, oblique material 4 are constituted, the a plurality of nodes place that is constituted at main material, horizontal material and oblique material joint all is equipped with gusset plate 9, adopt bolt to be installed together above-mentioned three by this gusset plate, every main material constitutes by the multistage angle steel and is packed in the gusset plate inboard.Main material and horizontal material, main material install by the intersection point bolt with the intersection point of oblique material.The bottom of body of the tower is packed on the pedestal in four tower angles, and the top of body of the tower is cat head, and level is installed several cross-arms between cat head and body of the tower.This reinforcement means mainly is to use original installing hole on the main material reinforcing angle 5 to be installed in abreast the outside of main material, that is: use node bolt that a pair of connecting angle 10,12 back-to-back is installed in each gusset plate outside, re-using fastening bolt 11,13 is installed in reinforcing angle between two connecting angles, the intersection point place of the horizontal material between two adjacent gusset plates or oblique material and main material uses on the former intersection point bolt transverse slat 15 is installed, and is installed together by the middle part of fastening bolt 14,16 with this transverse slat plate and reinforcing angle again.
Describe with the 110ZGu2 electric power pylon below, before reinforcing, need to prepare out required connecting angle, reinforcing angle and transverse slat:
Prepare the connecting angle that quantity is the gusset plate twice, each connecting angle is provided with the installing hole relative with gusset plate, this connecting angle uses the material identical with main material, owing on each gusset plate, need to install two blocks of connecting angles, so the quantity of connecting angle is the twice of gusset plate quantity.
Prepare with upper and lower gusset plate between horizontal material and the identical transverse slat of intersection point quantity of main material and oblique material and main material, each transverse slat is provided with two installing holes, this transverse slat uses the material identical with main material.
Prepare and the identical reinforcing angle of main material quantity, each reinforcing angle two ends is provided with the installing hole relative with connecting angle, and the middle part of each reinforcing angle is provided with the installing hole relative with transverse slat; This reinforcing angle uses the material identical with main material, uses identical material can guarantee reinforcement performance most effectively.
Reinforcement means of the present invention may further comprise the steps:
(1). two facades in each gusset plate outside that installs mutually by node bolt with main material use this node bolt back-to-back to install two connecting angles respectively;
(2). between above-mentioned two connecting angles, adopt fastening bolt to fix a reinforcing angle parallel respectively with main material;
(3). the intersection point place of the horizontal material between two adjacent gusset plates or oblique material and main material utilizes former intersection point bolt to install a transverse slat, and the other end of this transverse slat installs by fastening bolt and reinforcing angle;
(4). the bottom of reinforcing angle is packed on the tower angle, finishes in the main material outside and install the process of reinforcing angle, thereby realize reinforcing electric power pylon.
In step (4), the bottom of reinforcing angle is welded on reinforcing angle, main material, oblique material on the tower angle by welding manner.
It is emphasized that; embodiment of the present invention is illustrative; rather than it is determinate; therefore the present invention is not limited to the embodiment described in the specific embodiment; every other embodiments that drawn by those skilled in the art's technical scheme according to the present invention belong to the scope of protection of the invention equally.
Claims (4)
1. the reinforcement means of an electric power pylon is characterized in that: may further comprise the steps:
(1). two facades in each gusset plate outside that installs mutually by node bolt with main material use this node bolt back-to-back to install two connecting angles respectively;
(2). between above-mentioned two connecting angles, adopt fastening bolt to fix a reinforcing angle parallel respectively with main material;
(3). the intersection point place of the horizontal material between two adjacent gusset plates or oblique material and main material utilizes former intersection point bolt to install a transverse slat, and the other end of this transverse slat installs by fastening bolt and reinforcing angle;
(4). the bottom of reinforcing angle is packed on the tower angle, promptly finishes reinforcing electric power pylon.
2. the reinforcement means of electric power pylon according to claim 1, it is characterized in that: the bottom of described reinforcing angle is packed on the tower angle by welding manner.
3. the reinforcement means of electric power pylon according to claim 1, it is characterized in that: described reinforcing angle is identical with the material of main material.
4. the reinforcement means of electric power pylon according to claim 1, it is characterized in that: described electric power pylon is the 110ZGu2 electric power pylon.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2009100677124A CN101463667A (en) | 2009-01-16 | 2009-01-16 | Reinforcing means for power transmission iron tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2009100677124A CN101463667A (en) | 2009-01-16 | 2009-01-16 | Reinforcing means for power transmission iron tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101463667A true CN101463667A (en) | 2009-06-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2009100677124A Pending CN101463667A (en) | 2009-01-16 | 2009-01-16 | Reinforcing means for power transmission iron tower |
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Cited By (22)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101781937A (en) * | 2010-03-11 | 2010-07-21 | 同济大学 | Ice-resisting and strengthening reconstruction method of existing power transmission tower |
| CN101806151A (en) * | 2010-03-19 | 2010-08-18 | 四川电力送变电建设公司 | Iron tower main material replacing device |
| CN101832051A (en) * | 2010-04-18 | 2010-09-15 | 山西省电力公司太原供电分公司 | High-voltage power transmission iron tower with tower neck |
| CN101852034A (en) * | 2010-05-10 | 2010-10-06 | 中国电力科学研究院 | Dual-arc steel section structure design method |
| CN101852022A (en) * | 2010-05-10 | 2010-10-06 | 中国电力科学研究院 | Method for reinforcing transmission angle steel tower |
| CN101906896A (en) * | 2010-07-23 | 2010-12-08 | 中国电力工程顾问集团华北电力设计院工程有限公司 | 750KV power-transformation framework structure |
| CN102242570A (en) * | 2010-05-13 | 2011-11-16 | 中国电力科学研究院 | Method for reinforcing transmission line iron tower |
| CN102296869A (en) * | 2011-06-08 | 2011-12-28 | 中国电力科学研究院 | Plugboard connection assembly and transmission line steel tube tower |
| CN102322170A (en) * | 2011-06-08 | 2012-01-18 | 中国电力科学研究院 | Inserted plate connection assembly and power transmission line steel pipe tower |
| CN103255946A (en) * | 2012-02-20 | 2013-08-21 | 中国电力科学研究院 | Cross inserting plate for power transmission line steel tube tower |
| CN105370085A (en) * | 2015-11-24 | 2016-03-02 | 中国电力科学研究院 | Transmission tower |
| CN105952239A (en) * | 2016-06-21 | 2016-09-21 | 山东大学 | Reinforcement device for preventing flexural-torsional buckling of angle steel for iron towers |
| CN106378579A (en) * | 2016-11-30 | 2017-02-08 | 国网山东省电力公司电力科学研究院 | Reinforcement and strengthening method for corrosion damage of tower foot of power transmission angle-steel tower |
| CN106677591A (en) * | 2017-03-10 | 2017-05-17 | 广东电网有限责任公司电力科学研究院 | Anti-buckling reinforcing device for angle steel of power transmission tower |
| WO2017118362A1 (en) * | 2016-01-07 | 2017-07-13 | 中兴通讯股份有限公司 | Telecommunication tower |
| CN108798057A (en) * | 2018-06-07 | 2018-11-13 | 广东省输变电工程有限公司 | Cross reinforcing device for power transmission tower |
| CN108843107A (en) * | 2018-08-29 | 2018-11-20 | 国网江苏省电力有限公司 | Steel tower combines reinforcement structure |
| CN110284748A (en) * | 2019-08-13 | 2019-09-27 | 中国电建集团贵州电力设计研究院有限公司 | A kind of electric power pylon conducting wire cross-arm lower planes main material connection structure and method |
| CN110528904A (en) * | 2019-08-13 | 2019-12-03 | 浙江工业大学 | A kind of power transmission tower angle steel reinforcing device |
| CN113374329A (en) * | 2021-07-08 | 2021-09-10 | 重庆科技学院 | Cross oblique material double-limb connecting node and power transmission tower angle steel connecting structure |
| CN114016803A (en) * | 2021-11-12 | 2022-02-08 | 贵州电网有限责任公司 | Reinforcing method for improving net section strength of outer-veneer-type old line iron tower |
| CN114033235A (en) * | 2021-11-12 | 2022-02-11 | 贵州电网有限责任公司 | Reinforcing method for improving net section strength and stability of old iron tower through external back angle steel |
-
2009
- 2009-01-16 CN CNA2009100677124A patent/CN101463667A/en active Pending
Cited By (29)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101781937A (en) * | 2010-03-11 | 2010-07-21 | 同济大学 | Ice-resisting and strengthening reconstruction method of existing power transmission tower |
| CN101806151B (en) * | 2010-03-19 | 2011-11-09 | 四川电力送变电建设公司 | Iron tower main material replacing device |
| CN101806151A (en) * | 2010-03-19 | 2010-08-18 | 四川电力送变电建设公司 | Iron tower main material replacing device |
| CN101832051A (en) * | 2010-04-18 | 2010-09-15 | 山西省电力公司太原供电分公司 | High-voltage power transmission iron tower with tower neck |
| CN101832051B (en) * | 2010-04-18 | 2012-08-15 | 山西省电力公司太原供电分公司 | High-voltage power transmission iron tower with tower neck |
| CN101852034A (en) * | 2010-05-10 | 2010-10-06 | 中国电力科学研究院 | Dual-arc steel section structure design method |
| CN101852034B (en) * | 2010-05-10 | 2012-05-09 | 中国电力科学研究院 | Dual-arc steel section structure design method |
| CN101852022B (en) * | 2010-05-10 | 2012-07-18 | 中国电力科学研究院 | Method for reinforcing transmission angle steel tower |
| CN101852022A (en) * | 2010-05-10 | 2010-10-06 | 中国电力科学研究院 | Method for reinforcing transmission angle steel tower |
| CN102242570A (en) * | 2010-05-13 | 2011-11-16 | 中国电力科学研究院 | Method for reinforcing transmission line iron tower |
| CN102242570B (en) * | 2010-05-13 | 2013-03-13 | 中国电力科学研究院 | Method for reinforcing transmission line iron tower |
| CN101906896A (en) * | 2010-07-23 | 2010-12-08 | 中国电力工程顾问集团华北电力设计院工程有限公司 | 750KV power-transformation framework structure |
| CN102296869A (en) * | 2011-06-08 | 2011-12-28 | 中国电力科学研究院 | Plugboard connection assembly and transmission line steel tube tower |
| CN102322170A (en) * | 2011-06-08 | 2012-01-18 | 中国电力科学研究院 | Inserted plate connection assembly and power transmission line steel pipe tower |
| CN103255946A (en) * | 2012-02-20 | 2013-08-21 | 中国电力科学研究院 | Cross inserting plate for power transmission line steel tube tower |
| CN105370085A (en) * | 2015-11-24 | 2016-03-02 | 中国电力科学研究院 | Transmission tower |
| WO2017118362A1 (en) * | 2016-01-07 | 2017-07-13 | 中兴通讯股份有限公司 | Telecommunication tower |
| CN105952239A (en) * | 2016-06-21 | 2016-09-21 | 山东大学 | Reinforcement device for preventing flexural-torsional buckling of angle steel for iron towers |
| CN105952239B (en) * | 2016-06-21 | 2018-01-09 | 山东大学 | The anti-bending unstability bracing means of steel tower corner iron |
| CN106378579A (en) * | 2016-11-30 | 2017-02-08 | 国网山东省电力公司电力科学研究院 | Reinforcement and strengthening method for corrosion damage of tower foot of power transmission angle-steel tower |
| CN106677591A (en) * | 2017-03-10 | 2017-05-17 | 广东电网有限责任公司电力科学研究院 | Anti-buckling reinforcing device for angle steel of power transmission tower |
| CN108798057A (en) * | 2018-06-07 | 2018-11-13 | 广东省输变电工程有限公司 | Cross reinforcing device for power transmission tower |
| CN108843107A (en) * | 2018-08-29 | 2018-11-20 | 国网江苏省电力有限公司 | Steel tower combines reinforcement structure |
| CN110284748A (en) * | 2019-08-13 | 2019-09-27 | 中国电建集团贵州电力设计研究院有限公司 | A kind of electric power pylon conducting wire cross-arm lower planes main material connection structure and method |
| CN110528904A (en) * | 2019-08-13 | 2019-12-03 | 浙江工业大学 | A kind of power transmission tower angle steel reinforcing device |
| CN110528904B (en) * | 2019-08-13 | 2024-03-26 | 浙江工业大学 | Angle steel reinforcing and reinforcing device for power transmission tower |
| CN113374329A (en) * | 2021-07-08 | 2021-09-10 | 重庆科技学院 | Cross oblique material double-limb connecting node and power transmission tower angle steel connecting structure |
| CN114016803A (en) * | 2021-11-12 | 2022-02-08 | 贵州电网有限责任公司 | Reinforcing method for improving net section strength of outer-veneer-type old line iron tower |
| CN114033235A (en) * | 2021-11-12 | 2022-02-11 | 贵州电网有限责任公司 | Reinforcing method for improving net section strength and stability of old iron tower through external back angle steel |
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Open date: 20090624 |