CN204753659U - Steel pylons deviation correcting device - Google Patents
Steel pylons deviation correcting device Download PDFInfo
- Publication number
- CN204753659U CN204753659U CN201520531330.3U CN201520531330U CN204753659U CN 204753659 U CN204753659 U CN 204753659U CN 201520531330 U CN201520531330 U CN 201520531330U CN 204753659 U CN204753659 U CN 204753659U
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- CN
- China
- Prior art keywords
- column foot
- jack
- electric power
- power pylon
- steel pylons
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- 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.)
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Abstract
The utility model discloses a steel pylons deviation correcting device, including the steel pylons support, steel pylons support bottom is equipped with first column foot, one side that the steel pylons support was kept away from to first column foot is equipped with the circular slot, be equipped with the bulb in the circular slot, the bulb is connected with the ejector pin, the ejector pin is connected with the jack, the jack is equipped with threely at least. The base of jack is connected with the second column foot, the jack is equipped with four. The utility model discloses take place to subside when arousing the steel pylons slope when the ground at steel pylons place, adjust the inclination of first column foot through adjusting the jack, rectify to steel pylons, is connected through the bulb between ejector pin and the first column foot, rotate in a flexible way between ejector pin and the first column foot, can realize the multiple angle modulation between ejector pin and the first column foot, after being adapted to the emergence of second column foot and subsiding and the multiple inclination of first column foot production.
Description
Technical field
The utility model relates to electric power pylon technical field, specifically, relates to electric power pylon deviation correcting device.
Background technology
Foundation settlement refers to that the foundation surface that foundation soil causes under subsidiary stress effect sinks.Excessive sedimentation, particularly differential settlement, can make the above building of ground or electric power pylon run-off the straight, there is the selfweight stress caused by soil body self gravitation in ground already.Electric power pylon load on ground passes to ground by the bottom surface of basis or embankment, the original stress state of natural soil layer is changed, under additional three-dimensional stress component effect, create vertical, side direction and shear strain in ground, cause the vertical of each point and lateral displacement.The vertical deformation of foundation surface is called foundation settlement, or foundation settlement.Due to object different loading on ground and the reason such as ground is uneven, the sedimentation of ground each several part is always uneven, makes corresponding earth's surface among superstructure or road structure produce extra static stress and distortion.Uneven settlement of foundation has exceeded certain limit, by the cracking of the building or facility that cause more than ground, tilt even to damage, there is crack in such as brick wall, card rail appears in crane wheel or slide rail, inclinations of towering building, rotary shaft of machine deflection, and building connecting pipe to rupture and bridge departs from pier, beam face or pavement cracking etc.Electric power pylon ground causes electric power pylon to tilt once there is sedimentation, and electric power pylon inclination transmission line of electricity transmission of electricity interruption gently then occurs, the heavy then security of the lives and property of crisis pedestrian.
Utility model content
The purpose of this utility model is the weak point overcoming above-mentioned conventional art, provides electric power pylon deviation correcting device.
For solving the problem, the technical scheme that the utility model adopts is:
Electric power pylon deviation correcting device, comprise electric power pylon support, described electric power pylon frame bottom is provided with the first column foot, described first column foot is provided with circular groove away from the side of electric power pylon support, bulb is provided with in described circular groove, described bulb is connected with push rod, and described push rod is connected with jack, and described jack is provided with four.The base of described jack is connected with the second column foot.
One as technique scheme is improved:
Described bulb welds with push rod.
Owing to have employed technique scheme, compared with prior art, jack is located at the below of electric power pylon first column foot by the utility model, when the second column foot generation sedimentation at electric power pylon place causes electric power pylon to tilt time, by the angle of inclination regulating jack to regulate the first column foot, first column foot is restored balance, electric power pylon is rectified a deviation, be connected by bulb between push rod with the first column foot, rotate flexibly between push rod and the first column foot, the multiple angles that can realize between push rod and the first column foot regulates, the multiple angle of inclination produced with the first column foot after being adapted to the second column foot generation sedimentation.
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
Accompanying drawing explanation
Fig. 1 is the configuration diagram of the utility model electric power pylon deviation correcting device;
Fig. 2 is the partial sectional view of the utility model electric power pylon deviation correcting device.
In figure: 1-electric power pylon support; 2-first column foot; 3-jack; 4-push rod; 5-bulb; 6-circular groove; 7 second column foots.
Detailed description of the invention
Embodiment:
As shown in Figure 1 and Figure 2, electric power pylon deviation correcting device, comprise electric power pylon support 1, the first column foot 2 is provided with bottom described electric power pylon support 1, described first column foot 2 is provided with circular groove 6 away from the side of electric power pylon support 1, is provided with bulb 5 in described circular groove 6, and described bulb 5 is connected with push rod 4, described push rod 4 is connected with jack 3, and described jack 3 is provided with four.The base of described jack 3 is connected with the second column foot 7.
Described bulb 5 welds with push rod 4.
When sedimentation occurs the second column foot 7 time, electric power pylon support 1 run-off the straight, by regulating jack 3, rectify a deviation to electric power pylon support 1, be connected between push rod 4 with the first column foot 2 by bulb 5, bulb 5 rotates flexibly in circular groove 6, adjustable extent is large, adapts to the adjustment of multiple angles.
Claims (2)
1. electric power pylon deviation correcting device, comprise electric power pylon support (1), it is characterized in that: described electric power pylon support (1) bottom is provided with the first column foot (2), described first column foot (2) is provided with circular groove (6) away from the side of electric power pylon support (1), bulb (5) is provided with in described circular groove (6), described bulb (5) is connected with push rod (4), described push rod (4) is connected with jack (3), and described jack (3) is provided with four.The base of described jack (3) is connected with the second column foot (7).
2. electric power pylon deviation correcting device according to claim 1, is characterized in that: described bulb (5) welds with push rod (4).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520531330.3U CN204753659U (en) | 2015-07-16 | 2015-07-16 | Steel pylons deviation correcting device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520531330.3U CN204753659U (en) | 2015-07-16 | 2015-07-16 | Steel pylons deviation correcting device |
Publications (1)
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CN204753659U true CN204753659U (en) | 2015-11-11 |
Family
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Family Applications (1)
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CN201520531330.3U Expired - Fee Related CN204753659U (en) | 2015-07-16 | 2015-07-16 | Steel pylons deviation correcting device |
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108396766A (en) * | 2018-05-21 | 2018-08-14 | 河南理工大学 | A kind of goaf place high voltage power transmission tower can rectify a deviation basis and its method for correcting error |
CN109162306A (en) * | 2018-10-31 | 2019-01-08 | 青岛正为能源科技有限公司 | A kind of communication steel tower differential settlement deviation correcting device and its application method |
CN111236286A (en) * | 2020-01-22 | 2020-06-05 | 代建波 | Anti-settling device and anti-settling method for large-span building |
CN112900954A (en) * | 2021-01-20 | 2021-06-04 | 云南电网有限责任公司电力科学研究院 | Device for adjusting angle of iron tower and power transmission iron tower |
CN115075647A (en) * | 2022-06-24 | 2022-09-20 | 山西吉瑞科技发展有限公司 | Power transmission tower deviation rectifying device and deviation rectifying method thereof |
-
2015
- 2015-07-16 CN CN201520531330.3U patent/CN204753659U/en not_active Expired - Fee Related
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108396766A (en) * | 2018-05-21 | 2018-08-14 | 河南理工大学 | A kind of goaf place high voltage power transmission tower can rectify a deviation basis and its method for correcting error |
CN109162306A (en) * | 2018-10-31 | 2019-01-08 | 青岛正为能源科技有限公司 | A kind of communication steel tower differential settlement deviation correcting device and its application method |
CN109162306B (en) * | 2018-10-31 | 2020-11-13 | 青岛正为能源科技有限公司 | Uneven settlement correcting device for communication iron tower and using method thereof |
CN111236286A (en) * | 2020-01-22 | 2020-06-05 | 代建波 | Anti-settling device and anti-settling method for large-span building |
CN111236286B (en) * | 2020-01-22 | 2021-08-31 | 代建波 | Anti-settling device and anti-settling method for large-span building |
CN112900954A (en) * | 2021-01-20 | 2021-06-04 | 云南电网有限责任公司电力科学研究院 | Device for adjusting angle of iron tower and power transmission iron tower |
CN115075647A (en) * | 2022-06-24 | 2022-09-20 | 山西吉瑞科技发展有限公司 | Power transmission tower deviation rectifying device and deviation rectifying method thereof |
CN115075647B (en) * | 2022-06-24 | 2024-02-02 | 山西吉瑞科技发展有限公司 | Power transmission tower deviation correcting device and deviation correcting method thereof |
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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: 20151111 Termination date: 20170716 |