CN105971367A - Anti-seismic ultra-high voltage power transmission tower - Google Patents
Anti-seismic ultra-high voltage power transmission tower Download PDFInfo
- Publication number
- CN105971367A CN105971367A CN201610337156.8A CN201610337156A CN105971367A CN 105971367 A CN105971367 A CN 105971367A CN 201610337156 A CN201610337156 A CN 201610337156A CN 105971367 A CN105971367 A CN 105971367A
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- Prior art keywords
- tower
- king
- steel
- fixing
- bearing
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/02—Structures made of specified materials
- E04H12/08—Structures made of specified materials of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/22—Sockets or holders for poles or posts
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Materials Engineering (AREA)
- Wood Science & Technology (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The invention discloses an anti-seismic ultra-high voltage power transmission tower which comprises a concrete base and two locating grooves symmetrically formed in the inner side of the concrete base. A locating column is arranged between the two locating grooves. A tower support is arranged inside each locating groove, and the width of each tower support is smaller than that of the corresponding locating groove. High-strength springs are arranged on the side walls of the two sides of each tower support, and a fixing hole is formed in the middle of each tower support. A first main tower body and a second main tower body are arranged on the tower supports correspondingly, and the lower end of the first main tower body and the lower end of the second main tower body are inserted into the fixing holes of the corresponding tower supports. The tower supports are adopted, the first main tower body and the second main tower body are inserted into the corresponding tower supports, and concrete locating rings are adopted for fixation, so that installation is convenient, and reliability is high.
Description
Technical field
The present invention relates to a kind of antidetonation UHV transmission steel tower.
Background technology
UHV transmission technology is capable of the long-distance sand transport of electric energy, has that reliability is high, motility strong and the feature of good economy performance.Existing iron tower structure by using xoncrete structure to be embedded in subsurface, structural instability, and, inconvenience is installed.
Summary of the invention
It is an object of the invention to provide a kind of antidetonation UHV transmission steel tower, the problem that prior art exists can be improved, by using steel tower bearing, first king-tower and the second king-tower are plugged on inside steel tower bearing respectively, can conveniently install, use concrete centring ring to realize fixing simultaneously, simple in construction, comparing existing structure, easy for installation, reliability is high.
The present invention is achieved through the following technical solutions:
nullA kind of antidetonation UHV transmission steel tower，Including concrete bed and be arranged on the locating slot inside described concrete bed，Described locating slot is symmetrically arranged 2，It is provided with locating dowel between 2 described locating slots，Steel tower bearing it is provided with inside described locating slot，The width of described steel tower bearing is less than the width of described locating slot，Described steel tower bearing both sides sidewall is provided with high strong spring，Described high-strength spring one end is fixedly connected on the sidewall of described steel tower bearing，The described high strong spring other end is fixedly connected on the sidewall of described locating slot，It is provided with fixing hole in the middle part of described steel tower bearing，The first king-tower and the second king-tower it is respectively arranged with above described steel tower bearing，The first described king-tower and the second described king-tower lower end are plugged in the fixing hole of corresponding described steel tower bearing respectively，The first described king-tower and the second described king-tower sidewall are respectively arranged with angle steel，Described angle steel be around the first described king-tower and the second described king-tower sidewall be equally circumferentially spaced at least 2，Described angle steel one end is welded on the first described king-tower and the second described king-tower，The described angle steel other end is free end，It is respectively installed with concrete ring for fixing outside the first described king-tower and the second described king-tower，It is respectively arranged with limiting section inside described concrete ring for fixing upper surface，The internal diameter of described limiting section is less than described angle steel maximum outer circumference diameter，Described concrete ring for fixing lower end is plugged on inside described locating slot，Described concrete ring for fixing outer wall is provided with agnail，Described agnail one end is fixedly connected on described concrete ring for fixing outer wall，The described agnail other end tilts upward，Described concrete ring for fixing is provided with through hole，It is provided with stud in described through hole，Described through hole is run through in described stud upper end，Described stud lower end is threaded on described steel tower bearing，It is set with locking nut in described stud upper end.
Further, for the present invention is better achieved, being provided with through hole on described limiting section, be provided with bolt, the described through hole described in bolt-through on described angle steel, described bolt end is provided with locking nut.
Further, for the present invention is better achieved, between the first described king-tower and the second described king-tower end face in opposite directions, it is provided with crossbeam.
Further, for the present invention is better achieved, arch upward upward in the middle part of described crossbeam.
Further, for the present invention is better achieved, the first described king-tower and the second described king-tower are provided with mounting groove, described mounting groove is groove, it is provided with trave lling girder in described mounting groove, described trave lling girder upper and lower end face is respectively arranged with screwed hole, the first described king-tower and the second described king-tower outer wall are respectively arranged with angle steel, one end face of described angle steel is bolted to connection respectively on the first described king-tower and the second described king-tower sidewall, another end face of described angle steel is bolted to connection on described trave lling girder.
Further, for the present invention is better achieved, at the first described king-tower and the second described king-tower outside side wall, described concrete bed upper surface support is provided with traction steel wire.
Further, for the present invention is better achieved, being provided with pre-embedded bolt on described concrete bed, be provided with high strong spring on described pre-embedded bolt, described high strong spring is connected away from described pre-embedded bolt one end and described traction steel wire are fixing.
Further, for the present invention is better achieved, being provided with agnail on described concrete bed outside side wall, described agnail one end is fixedly connected on described concrete bed, and the described agnail other end tilts upward.
The present invention compared with prior art, has the advantages that
The present invention is by being plugged on respectively below the first king-tower and the second king-tower inside corresponding steel tower bearing, can conveniently install, use concrete ring for fixing to realize the first king-tower and the second king-tower are fixed simultaneously, owing to being provided with high strong spring between steel tower bearing and locating slot, steel tower bearing is made to have more preferable shock resistance, make it when by External Force Acting, it is not easy to damage.
Accompanying drawing explanation
In order to be illustrated more clearly that the technical scheme of the embodiment of the present invention, the accompanying drawing used required in embodiment will be briefly described below, it is to be understood that, the following drawings illustrate only certain embodiments of the present invention, therefore the restriction to scope it is not construed as, for those of ordinary skill in the art, on the premise of not paying creative work, it is also possible to obtain other relevant accompanying drawings according to these accompanying drawings.
Fig. 1 is overall structure schematic diagram of the present invention.
Wherein: 1. concrete bed, 2. locating slot, 3. locating dowel, 4. steel tower bearing, the highest strong spring, 6. the first king-tower, 7. the second king-tower, 8. angle steel, 9. concrete ring for fixing, 10. agnail, 11. limiting sections, 12. studs, 13. locking nuts, 14. crossbeams, 15. mounting grooves, 16. trave lling girders, 17. traction steel wires, 18. pre-embedded bolts.
Detailed description of the invention
Below in conjunction with specific embodiment, the present invention is described in further detail, but embodiments of the present invention are not limited to this.
Embodiment 1:
nullAs shown in Figure 1，A kind of antidetonation UHV transmission steel tower，Including concrete bed 1 and be arranged on the locating slot 2 inside described concrete bed，Described locating slot is symmetrically arranged 2，Locating dowel 3 it is provided with between 2 described locating slots，Steel tower bearing 4 it is provided with inside described locating slot，The width of described steel tower bearing is less than the width of described locating slot，Described steel tower bearing both sides sidewall is provided with high strong spring 5，Described high-strength spring one end is fixedly connected on the sidewall of described steel tower bearing，The described high strong spring other end is fixedly connected on the sidewall of described locating slot，It is provided with fixing hole in the middle part of described steel tower bearing，The first king-tower 6 and the second king-tower 7 it is respectively arranged with above described steel tower bearing，The first described king-tower and the second described king-tower lower end are plugged in the fixing hole of corresponding described steel tower bearing respectively，The first described king-tower and the second described king-tower sidewall are respectively arranged with angle steel 8，Described angle steel be around the first described king-tower and the second described king-tower sidewall be equally circumferentially spaced at least 2，Described angle steel one end is welded on the first described king-tower and the second described king-tower，The described angle steel other end is free end，It is respectively installed with concrete ring for fixing 9 outside the first described king-tower and the second described king-tower，It is respectively arranged with limiting section 11 inside described concrete ring for fixing upper surface，The internal diameter of described limiting section is less than described angle steel maximum outer circumference diameter，Described concrete ring for fixing lower end is plugged on inside described locating slot，Described concrete ring for fixing outer wall is provided with agnail 10，Described agnail one end is fixedly connected on described concrete ring for fixing outer wall，The described agnail other end tilts upward，Described concrete ring for fixing is provided with through hole，Stud 12 it is provided with in described through hole，Described through hole is run through in described stud upper end，Described stud lower end is threaded on described steel tower bearing，It is set with locking nut 13 in described stud upper end.
In the present embodiment, by arranging high strong spring between steel tower bearing sidewall and locating slot, make steel tower bearing when by active force in horizontal direction, the relative movement in horizontal direction can be produced, under the effect of high strong spring, it is possible to reset, due to the effect of high strong spring, the steel tower bearing made is when by active force in horizontal direction, it is not easy to damage due to impulsive force；The present invention is by arranging concrete ring for fixing, it is possible to realize being fixed on steel tower bearing the first king-tower and the second king-tower, and, due to angle steel and the interaction of limiting section so that the first king-tower and the second king-tower are more stable, it is not easy to unnecessary movement occur；In the present invention, utilize and be arranged on the agnail outside concrete ring for fixing, be capable of being relatively fixed between concrete ring for fixing relative localization groove inwall so that concrete ring for fixing be not easy from locating slot removal so that the first king-tower and the second king-tower are the most stable.
Embodiment 2:
The present embodiment is on the basis of embodiment 1, in order to make limiting section and angle steel to be relatively fixed, in the present embodiment, preferably, described limiting section is provided with through hole, being provided with bolt, the described through hole described in bolt-through on described angle steel, described bolt end is provided with locking nut 13.
In order to improve the relative stability between the first king-tower and the second king-tower, in the present embodiment, it is preferable that be provided with crossbeam 14 between the first described king-tower and the second described king-tower end face in opposite directions.
It is further preferred that in order to improve the first king-tower and the anti-seismic performance of the second king-tower, in the present embodiment, arch upward upward in the middle part of described crossbeam.
Cable is installed for convenience, in the present embodiment, preferably, the first described king-tower and the second described king-tower are provided with mounting groove 15, described mounting groove is groove, trave lling girder 16 it is provided with in described mounting groove, described trave lling girder upper and lower end face is respectively arranged with screwed hole, the first described king-tower and the second described king-tower outer wall are respectively arranged with angle steel 8, one end face of described angle steel is bolted to connection respectively on the first described king-tower and the second described king-tower sidewall, another end face of described angle steel is bolted to connection on described trave lling girder.Cable is separately mounted on the trave lling girder on the first king-tower and the second king-tower, adjusts the position of trave lling girder as required, thus conveniently determine the distance between adjacent cable.
In order to improve the first king-tower and the stability of the second king-tower, in the present embodiment, it is preferable that at the first described king-tower and the second described king-tower outside side wall, described concrete bed upper surface support is provided with traction steel wire 17.Make traction steel wire from outer side-lining the first king-tower and the second king-tower so that it is to keep relative stability.
High in order to improve anti-seismic performance, in the present embodiment, it is preferable that be provided with pre-embedded bolt 18 on described concrete bed, being provided with high strong spring 5 on described pre-embedded bolt, described high strong spring is connected away from described pre-embedded bolt one end and described traction steel wire are fixing.
In order to make concrete bed be embedded under after, it is possible to more stable, in the present embodiment, preferably, being provided with agnail 10 on described concrete bed outside side wall, described agnail one end is fixedly connected on described concrete bed, and the described agnail other end tilts upward.By using barb structure, it is possible to when making concrete bed generation vertically move, it is possible to by bigger resistance, so that it is more stable, anti-seismic performance is more preferable.
The foregoing is only the preferred embodiments of the present invention, be not limited to the present invention, for a person skilled in the art, the present invention can have various modifications and variations.All within the spirit and principles in the present invention, any modification, equivalent substitution and improvement etc. made, should be included within the scope of the present invention.
Claims (8)
- null1. an antidetonation UHV transmission steel tower，It is characterized in that: include concrete bed and be arranged on the locating slot inside described concrete bed，Described locating slot is symmetrically arranged 2，It is provided with locating dowel between 2 described locating slots，Steel tower bearing it is provided with inside described locating slot，The width of described steel tower bearing is less than the width of described locating slot，Described steel tower bearing both sides sidewall is provided with high strong spring，Described high-strength spring one end is fixedly connected on the sidewall of described steel tower bearing，The described high strong spring other end is fixedly connected on the sidewall of described locating slot，It is provided with fixing hole in the middle part of described steel tower bearing，The first king-tower and the second king-tower it is respectively arranged with above described steel tower bearing，The first described king-tower and the second described king-tower lower end are plugged in the fixing hole of corresponding described steel tower bearing respectively，The first described king-tower and the second described king-tower sidewall are respectively arranged with angle steel，Described angle steel be around the first described king-tower and the second described king-tower sidewall be equally circumferentially spaced at least 2，Described angle steel one end is welded on the first described king-tower and the second described king-tower，The described angle steel other end is free end，It is respectively installed with concrete ring for fixing outside the first described king-tower and the second described king-tower，It is respectively arranged with limiting section inside described concrete ring for fixing upper surface，The internal diameter of described limiting section is less than described angle steel maximum outer circumference diameter，Described concrete ring for fixing lower end is plugged on inside described locating slot，Described concrete ring for fixing outer wall is provided with agnail，Described agnail one end is fixedly connected on described concrete ring for fixing outer wall，The described agnail other end tilts upward，Described concrete ring for fixing is provided with through hole，It is provided with stud in described through hole，Described through hole is run through in described stud upper end，Described stud lower end is threaded on described steel tower bearing，It is set with locking nut in described stud upper end.
- A kind of antidetonation UHV transmission steel tower the most according to claim 1, it is characterized in that: on described limiting section, be provided with through hole, being provided with bolt, the described through hole described in bolt-through on described angle steel, described bolt end is provided with locking nut.
- A kind of antidetonation UHV transmission steel tower the most according to claim 1 and 2, it is characterised in that: between the first described king-tower and the second described king-tower end face in opposite directions, it is provided with crossbeam.
- A kind of antidetonation UHV transmission steel tower the most according to claim 3, it is characterised in that: arch upward upward in the middle part of described crossbeam.
- A kind of antidetonation UHV transmission ferrum tower the most according to claim 1 and 2, it is characterized in that: on the first described king-tower and the second described king-tower, be provided with mounting groove, described mounting groove is groove, it is provided with trave lling girder in described mounting groove, described trave lling girder upper and lower end face is respectively arranged with screwed hole, the first described king-tower and the second described king-tower outer wall are respectively arranged with angle steel, one end face of described angle steel is bolted to connection respectively on the first described king-tower and the second described king-tower sidewall, another end face of described angle steel is bolted to connection on described trave lling girder.
- A kind of antidetonation UHV transmission steel tower the most according to claim 1 and 2, it is characterised in that: at the first described king-tower and the second described king-tower outside side wall, described concrete bed upper surface support is provided with traction steel wire.
- A kind of antidetonation UHV transmission steel tower the most according to claim 6, it is characterized in that: on described concrete bed, be provided with pre-embedded bolt, being provided with high strong spring on described pre-embedded bolt, described high strong spring is connected away from described pre-embedded bolt one end and described traction steel wire are fixing.
- A kind of antidetonation UHV transmission steel tower the most according to claim 1 and 2, it is characterized in that: on described concrete bed outside side wall, be provided with agnail, described agnail one end is fixedly connected on described concrete bed, and the described agnail other end tilts upward.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610337156.8A CN105971367B (en) | 2016-05-21 | 2016-05-21 | A kind of antidetonation UHV transmission steel tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610337156.8A CN105971367B (en) | 2016-05-21 | 2016-05-21 | A kind of antidetonation UHV transmission steel tower |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105971367A true CN105971367A (en) | 2016-09-28 |
| CN105971367B CN105971367B (en) | 2018-08-21 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610337156.8A Expired - Fee Related CN105971367B (en) | 2016-05-21 | 2016-05-21 | A kind of antidetonation UHV transmission steel tower |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201447898U (en) * | 2009-07-08 | 2010-05-05 | 孙新红 | Windproof guardrail base |
| CN202194424U (en) * | 2011-07-22 | 2012-04-18 | 中铁第一勘察设计院集团有限公司 | Aeolation-prevention thin-wall centrifugal concrete steel pipe support for electric railway catenary |
| CN202500373U (en) * | 2011-12-13 | 2012-10-24 | 河南省电力勘测设计院 | Annular rod column base joint reinforcement mechanism |
| CN203835013U (en) * | 2014-05-09 | 2014-09-17 | 祁锦明 | Concrete combined rod with metal sleeve |
| KR20150055365A (en) * | 2013-11-13 | 2015-05-21 | 김상원 | Wire connecting link for a traffic light pillar using cylindrical pressing sleeve |
-
2016
- 2016-05-21 CN CN201610337156.8A patent/CN105971367B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201447898U (en) * | 2009-07-08 | 2010-05-05 | 孙新红 | Windproof guardrail base |
| CN202194424U (en) * | 2011-07-22 | 2012-04-18 | 中铁第一勘察设计院集团有限公司 | Aeolation-prevention thin-wall centrifugal concrete steel pipe support for electric railway catenary |
| CN202500373U (en) * | 2011-12-13 | 2012-10-24 | 河南省电力勘测设计院 | Annular rod column base joint reinforcement mechanism |
| KR20150055365A (en) * | 2013-11-13 | 2015-05-21 | 김상원 | Wire connecting link for a traffic light pillar using cylindrical pressing sleeve |
| CN203835013U (en) * | 2014-05-09 | 2014-09-17 | 祁锦明 | Concrete combined rod with metal sleeve |
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| CN105971367B (en) | 2018-08-21 |
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Inventor after: Li Hao Inventor after: Wang Mingxia Inventor after: Lu Enxu Inventor after: Liu Bingyan Inventor after: Liu Jinsheng Inventor after: Yang Jun Inventor after: Liu Chengguang Inventor after: Gong Shibing Inventor after: Li Yongbo Inventor after: Mu Xueping Inventor after: Wang Jun Inventor before: Zhang Shaoyu Inventor before: Tang Yunfu Inventor before: Gong Shibing Inventor before: Liu Bingyan Inventor before: Liu Chengguang Inventor before: Li Yongbo Inventor before: Mu Xueping Inventor before: Wang Xiangyu Inventor before: Wang Jun |
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Granted publication date: 20180821 Termination date: 20190521 |