CN105863362A - Deviation rectifying device for inclined transmission tower - Google Patents
Deviation rectifying device for inclined transmission tower Download PDFInfo
- Publication number
- CN105863362A CN105863362A CN201610226403.7A CN201610226403A CN105863362A CN 105863362 A CN105863362 A CN 105863362A CN 201610226403 A CN201610226403 A CN 201610226403A CN 105863362 A CN105863362 A CN 105863362A
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- CN
- China
- Prior art keywords
- wedge
- deviation rectifying
- spandrel girder
- hydraulic jack
- transmission tower
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
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Classifications
-
- 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
- E04H12/34—Arrangements for erecting or lowering towers, masts, poles, chimney stacks, or the like
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D35/00—Straightening, lifting, or lowering of foundation structures or of constructions erected on foundations
Abstract
The invention relates to a deviation rectifying device for an inclined transmission tower, in particular to inclination deviation rectifying of a transmission tower in a goaf of a coal mine. The deviation rectifying device for the inclined transmission tower comprises an adjusting beam, a bearing beam, jacking jacks, locking jacks, a tapered wedge mechanism and guide threaded rods. The bearing beam is arranged on the lower side of the adjusting beam. The jacking jacks and the locking jacks are connected with the bearing beam through bolts. Tapered wedges in the tapered wedge mechanism are arranged in guide grooves of the bearing beam. A sliding wedge is fixed to the two ends of the adjusting beam through bolts. The deviation rectifying device can achieve secondary leveling of the inclined transmission tower and secondary utilization of the jacking devices and the locking devices. Compared with the prior art, the deviation rectifying device has the advantages of being good in deviation rectifying effect, wide in application range and excellent in economy.
Description
Technical field
The present invention relates to a kind of deviation correcting device for tilting electric power pylon, be especially adapted for use in the inclination correction of coal mine gob electric power pylon.
Background technology
Along with increase and the development of extraction technique of national coal resources yield, the gob collapse problem in the whole nation increases the most year by year, and goaf transmission line of electricity is more and more affected, and has become as the major reason threatening power network safety operation.The most limited for the research of iron tower of power transmission line reinforcement and rectification at present, existing technology can only the most once be rectified a deviation, and huge for the control expense of goaf transmission line of electricity every year, how to work out a kind of effective resolution, oneself becomes an extremely urgent important process.
Summary of the invention
It is an object of the invention to the weak point for above-mentioned technology, it is provided that a kind of bearing capacity is big, simple to operate, degree of accuracy is high, good reliability be used for tilting the deviation correcting device of electric power pylon.
The present invention adopts the following technical scheme that realization: a kind of deviation correcting device for tilting electric power pylon, including spandrel girder, regulation beam, lifting body and retaining mechanism, wherein lifting body includes jacking hydraulic jack, retaining mechanism includes locking hydraulic jack and Wedge mechanism, Wedge mechanism includes sliding wedge and the wedge coordinated with sliding wedge, spandrel girder end face is provided with gathering sill, wedge is arranged in the gathering sill on spandrel girder end face, sliding wedge is fixed on the bottom surface of regulation beam, the base of jacking hydraulic jack is fixed on spandrel girder, the bottom surface of the end of piston rod and regulation beam connects, the base of locking hydraulic jack is fixed on the sidewall of spandrel girder, piston rod end and the wedge of locking hydraulic jack connect.
Above-mentioned a kind of deviation correcting device for tilting electric power pylon, is distributed pilot hole on regulation beam, and spandrel girder is provided with guide post, and guide post is inserted in pilot hole.
Above-mentioned a kind of deviation correcting device for tilting electric power pylon, wedge is provided with pressure transducer.
The invention has the beneficial effects as follows: be applicable to iron tower foundation and completed sedimentation and may continue to occur the steel tower of foundation deformation, it is mainly characterized by carry out secondary leveling according to iron tower foundation change, and after goaf settlement stability is reinforced, leveling can be withdrawn and locking device carries out secondary utilization.
Accompanying drawing explanation
Fig. 1 is the structural representation of invention.
Fig. 2 is the A-A direction view of Fig. 1.
In figure: 1-spandrel girder, 2-jacking hydraulic jack, 3-regulates beam, 4-electric power pylon, 5-screw rod, 6-sliding wedge, 7-wedge, and 8-locks hydraulic jack.
Detailed description of the invention
The invention will be further described below in conjunction with the accompanying drawings.
nullAs depicted in figs. 1 and 2: a kind of deviation correcting device for tilting electric power pylon，Including spandrel girder 1、Regulation beam 3、Lifting body and retaining mechanism，Wherein lifting body includes four groups of jacking hydraulic jack 2，Retaining mechanism includes four groups of locking hydraulic jack 8 and Wedge mechanism，Wedge mechanism includes sliding wedge 6 and the wedge 7 coordinated with sliding wedge 6，Regulation beam 3 is to coagulate soil cross beam by reinforcing bar the basis that the four of steel tower independent is connected as an entirety，Symmetrical at the two ends of cross beam it is dispersed with four pilot holes，Spandrel girder 1 is arranged at the lower section of regulation beam 3，Spandrel girder 1 can be reinforced concrete structure can also be steel construction，Spandrel girder has four guide posts，Described guide post is long bolt 5，It is embedded in armored concrete or is threadedly attached on steel construction，Long bolt 5 fixed position is identical with pilot hole and forms cooperation，Guide effect is played during leveling，Being distributed on spandrel girder 1 of jacking hydraulic jack 2 symmetry，The piston rod of jacking hydraulic jack 2 is fixed on the bottom surface of regulation beam 3，Locking hydraulic jack 8 is connected in the sidewall of spandrel girder by bolt，Sliding wedge 6 is reinforced column，It is connected with regulation beam 3 by stay bolt，Wedge 7 is armored concrete skewback，It is placed in the gathering sill on spandrel girder.
The present invention combines with jack-block by the basis of electric power pylon is carried out strengthening reconstruction, it is achieved the correction of electric power pylon.Electric power pylon strengthening of foundation is transformed, and is to coagulate soil cross beam by reinforcing bar the basis that the four of steel tower independent is connected as an entirety, and arranges supporting course i.e. spandrel girder below cross beam.Jack-block is realized by hydraulic jack jacking regulation beam, and locking hydraulic jack promotes wedge to lock simultaneously.
Claims (3)
- null1. the deviation correcting device being used for tilting electric power pylon，It is characterized in that including spandrel girder (1)、Regulation beam (3)、Lifting body and retaining mechanism，Wherein lifting body includes jacking hydraulic jack (2)，Retaining mechanism includes locking hydraulic jack (8) and Wedge mechanism，Wedge mechanism includes sliding wedge (6) and the wedge (7) coordinated with sliding wedge (6)，Spandrel girder (1) end face is provided with gathering sill，Wedge (7) is arranged in the gathering sill on spandrel girder (1) end face，Sliding wedge (6) is fixed on the bottom surface of regulation beam (3)，The base of jacking hydraulic jack (2) is fixed on spandrel girder (1)，The bottom surface of the end of piston rod and regulation beam (3) connects，The base of locking hydraulic jack (8) is fixed on the sidewall of spandrel girder (1)，The piston rod end of locking hydraulic jack (8) and wedge (7) connect.
- A kind of deviation correcting device for tilting electric power pylon the most according to claim 1, it is characterised in that pilot hole being distributed in regulation beam (3), spandrel girder (1) is provided with guide post, and guide post is inserted in pilot hole.
- A kind of deviation correcting device for tilting electric power pylon the most according to claim 1 and 2, it is characterised in that wedge (7) is provided with pressure transducer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610226403.7A CN105863362B (en) | 2016-04-13 | 2016-04-13 | A kind of deviation correcting device for being used to tilt electric power pylon |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610226403.7A CN105863362B (en) | 2016-04-13 | 2016-04-13 | A kind of deviation correcting device for being used to tilt electric power pylon |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105863362A true CN105863362A (en) | 2016-08-17 |
| CN105863362B CN105863362B (en) | 2017-11-14 |
Family
ID=56637596
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610226403.7A Expired - Fee Related CN105863362B (en) | 2016-04-13 | 2016-04-13 | A kind of deviation correcting device for being used to tilt electric power pylon |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105863362B (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108217521A (en) * | 2016-12-09 | 2018-06-29 | 国家电网公司 | A kind of steel tower hydraulic lifting apparatus |
| CN108396758A (en) * | 2016-11-17 | 2018-08-14 | 叶香雄 | Open caisson deviation rectification construction method |
| CN108426664A (en) * | 2018-05-10 | 2018-08-21 | 张阳生 | A kind of transmission line of electricity corner steel tower electrification jacking tensile test system and method |
| CN108999225A (en) * | 2018-07-24 | 2018-12-14 | 山东建筑大学 | Rotation displacement building with brick-concrete structure correcting method |
| CN109057499A (en) * | 2018-09-07 | 2018-12-21 | 温州大学瓯江学院 | A kind of firm anemometer tower |
| CN110029857A (en) * | 2019-03-13 | 2019-07-19 | 农军 | A kind of landscape communication tower |
| CN111608461A (en) * | 2020-05-06 | 2020-09-01 | 陈远 | Weather-resistant steel transmission tower |
| CN112282423A (en) * | 2020-10-15 | 2021-01-29 | 深圳市众安工程技术有限公司 | Building translation quantitative deviation correcting device |
| CN113187305A (en) * | 2021-05-26 | 2021-07-30 | 新余学院 | Electronic information engineering communication tower connecting device |
| CN114908820A (en) * | 2021-12-29 | 2022-08-16 | 中国化学工程第四建设有限公司 | Rectifying and correcting method for tower frame |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4371018A (en) * | 1980-05-20 | 1983-02-01 | Victor Arnold | Device for repairing poles for supporting electric power transmission lines and the like |
| GB2375792A (en) * | 2001-04-11 | 2002-11-27 | Rodger Ellis Flude | Replacement post and method of replacement |
| CN201891127U (en) * | 2010-11-23 | 2011-07-06 | 中国矿业大学 | Deformation-resistant main transformer foundation for step-down station of power transmission station in coal subsidence area |
| CN102454168A (en) * | 2010-10-15 | 2012-05-16 | 汤跃超 | Integral continuously-adjustable foundation for power transmission and transformation pole tower |
| CN203247598U (en) * | 2013-04-10 | 2013-10-23 | 山西晋城煤业集团勘察设计院有限公司 | Deformation-resisting building foundation in gob area |
-
2016
- 2016-04-13 CN CN201610226403.7A patent/CN105863362B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4371018A (en) * | 1980-05-20 | 1983-02-01 | Victor Arnold | Device for repairing poles for supporting electric power transmission lines and the like |
| GB2375792A (en) * | 2001-04-11 | 2002-11-27 | Rodger Ellis Flude | Replacement post and method of replacement |
| CN102454168A (en) * | 2010-10-15 | 2012-05-16 | 汤跃超 | Integral continuously-adjustable foundation for power transmission and transformation pole tower |
| CN201891127U (en) * | 2010-11-23 | 2011-07-06 | 中国矿业大学 | Deformation-resistant main transformer foundation for step-down station of power transmission station in coal subsidence area |
| CN203247598U (en) * | 2013-04-10 | 2013-10-23 | 山西晋城煤业集团勘察设计院有限公司 | Deformation-resisting building foundation in gob area |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108396758A (en) * | 2016-11-17 | 2018-08-14 | 叶香雄 | Open caisson deviation rectification construction method |
| CN108217521A (en) * | 2016-12-09 | 2018-06-29 | 国家电网公司 | A kind of steel tower hydraulic lifting apparatus |
| CN108426664A (en) * | 2018-05-10 | 2018-08-21 | 张阳生 | A kind of transmission line of electricity corner steel tower electrification jacking tensile test system and method |
| CN108999225A (en) * | 2018-07-24 | 2018-12-14 | 山东建筑大学 | Rotation displacement building with brick-concrete structure correcting method |
| CN109057499A (en) * | 2018-09-07 | 2018-12-21 | 温州大学瓯江学院 | A kind of firm anemometer tower |
| CN110029857A (en) * | 2019-03-13 | 2019-07-19 | 农军 | A kind of landscape communication tower |
| CN111608461A (en) * | 2020-05-06 | 2020-09-01 | 陈远 | Weather-resistant steel transmission tower |
| CN112282423A (en) * | 2020-10-15 | 2021-01-29 | 深圳市众安工程技术有限公司 | Building translation quantitative deviation correcting device |
| CN113187305A (en) * | 2021-05-26 | 2021-07-30 | 新余学院 | Electronic information engineering communication tower connecting device |
| CN114908820A (en) * | 2021-12-29 | 2022-08-16 | 中国化学工程第四建设有限公司 | Rectifying and correcting method for tower frame |
| CN114908820B (en) * | 2021-12-29 | 2023-07-14 | 中国化学工程第四建设有限公司 | Tower deviation correcting method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105863362B (en) | 2017-11-14 |
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