CN108223539A - The steel tower that a kind of electric power pylon tilts correction bolt and its application continues deviation correcting device - Google Patents
The steel tower that a kind of electric power pylon tilts correction bolt and its application continues deviation correcting device Download PDFInfo
- Publication number
- CN108223539A CN108223539A CN201611129633.8A CN201611129633A CN108223539A CN 108223539 A CN108223539 A CN 108223539A CN 201611129633 A CN201611129633 A CN 201611129633A CN 108223539 A CN108223539 A CN 108223539A
- Authority
- CN
- China
- Prior art keywords
- bolt
- electric power
- steel tower
- correcting device
- correction
- 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.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 title claims description 20
- 239000010959 steel Substances 0.000 title claims description 20
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 14
- 230000002787 reinforcement Effects 0.000 claims description 12
- 229910052742 iron Inorganic materials 0.000 claims description 7
- 238000009434 installation Methods 0.000 abstract description 4
- 210000002683 foot Anatomy 0.000 description 10
- 238000010586 diagram Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000004062 sedimentation Methods 0.000 description 3
- 239000004568 cement Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 239000008141 laxative Substances 0.000 description 1
- 230000002475 laxative effect Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B35/00—Screw-bolts; Stay-bolts; Screw-threaded studs; Screws; Set screws
- F16B35/04—Screw-bolts; Stay-bolts; Screw-threaded studs; Screws; Set screws with specially-shaped head or shaft in order to fix the bolt on or in an object
- F16B35/06—Specially-shaped heads
-
- 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
A kind of electric power pylon tilts correction bolt, and including upper bolt portion and lower nut portion, the upper bolt portion is structure as a whole with lower nut portion, setting connector at the top of the upper bolt portion.Correction bolt integrated design, which is not only able to improve, to continue intensity, and need not consider limited space when mounted, and the installation quality for the deviation correcting device that makes to continue further improves.
Description
Technical field
The present invention relates to a kind of electric power pylon maintenance tool, more particularly to a kind of electric power pylon tilts correction bolt and its should
Steel tower continues deviation correcting device.
Background technology
Steel tower such as is widely used in transmitting electricity, communicate the fields, steel tower in use, it occur frequently that column foot sedimentation phenomenon,
Especially in mined out region, sedimentation phenomenon is particularly evident.If Iron tower incline angle is excessive, have to replace steel tower, and replace steel tower work
Journey amount is big, and steel tower is distributed in mountain area field more, not only big to difficulty of construction, and easily the production and living of local resident are caused
It influences.Existing column foot foundation bolt has certain length in reserve, but can only cope with and its small sedimentation, some foundation of iron tower
Oil cylinder is pre-set when mounted, is lifted when column foot is settled by oil cylinder, but installation oil cylinder cost is higher, it is long
Phase is in open air and is easily damaged, reveals, and stability can not ensure.When steel tower continues, since required connector is more, tight
Gu, adjustment when operation is often interfered due to limited space.
Invention content
In view of the deficiencies of the prior art, the present invention provides the steel tower that a kind of electric power pylon tilts rectify a deviation bolt and its application and connects
Continuous deviation correcting device.
The technical solution adopted by the present invention is：A kind of electric power pylon tilts correction bolt, including upper bolt portion and lower nut
Portion, the upper bolt portion are structure as a whole with lower nut portion, setting connector at the top of the upper bolt portion.
The steel tower that the electric power pylon tilts correction bolt continues deviation correcting device, it is characterized in that：Including upper flange plate, laxative remedy
Blue plate, correction bolt, the lower flange plate are installed on foundation of iron tower bolt, and the upper flange plate is installed on the bolt that continues
On, it is opened in the middle part of the upper and lower flanged plate and fills in hole.
The steel tower continues deviation correcting device, it is characterized in that：The bolt matching reinforcement screw that continues.
By the present invention in that the foundation bolt that itself expands limited length can further extend, increase carrying for foundation of iron tower
Rise, the correction of correction, especially goaf steel tower especially suitable for tilting steel tower, reduces difficulty of construction, shortens
Construction period saves a large amount of manpower and materials.Correction bolt integrated design is not only able to improve the intensity that continues, and when mounted
It need not consider limited space, the installation quality for the deviation correcting device that makes to continue further improves.
Description of the drawings
Fig. 1 tilts correction bolt main structure diagram for electric power pylon of the present invention；
Fig. 2 tilts correction bolt left view structural representation for electric power pylon of the present invention；
Fig. 3 tilts correction bolt overlooking the structure diagram for electric power pylon of the present invention；
Fig. 4 continues deviation correcting device main structure diagram for steel tower of the present invention；
Fig. 5 continues deviation correcting device overlooking the structure diagram for steel tower of the present invention.
In figure：1- upper flange plates, 2- lower flange plates, 3- foundation bolts, 4- correction bolts, 5- column foots, fixing nut under 6-,
The upper levelling nuts of 7-, the upper fixing nuts of 8-, 9- reinforcement screws, 10- reinforcement nuts, 11- fill in hole, the upper bolt portions of 41-, under 42-
Nut portions, 43- connectors.
Specific embodiment
As shown in Figures 1 to 3, a kind of electric power pylon tilts correction bolt, is tied for upper bolt portion 41 and 42 one of lower nut portion
Structure, upper 41 top setting connector 43 of bolt portion, 43 shape of connector can be the linear type protrusion in figure, or cross
Shape, rectangular etc., also can be groove, it acts as connect with torque tools such as spanner, screwdrivers.Bolt is in use, lower nut portion
42 connection foundation of iron tower bolts, upper bolt portion 41 is connect with foundation of iron tower, so as to play the role of the correction that continues.
As shown in Figure 4,5, a kind of steel tower continues deviation correcting device, including upper flange plate 1, lower flange plate 2, and bolt 4 of rectifying a deviation, under
Fixing nut 6, upper levelling nut 7, upper fixing nut 8, reinforcement screw 9, reinforcement nut 10.As shown in Figure 3,4, column foot 5 has 4
Foundation bolt 3, lower flange plate is set on foundation bolt 3, both ends are fixed by lower fixing nut 6, the lower nut portion for bolt 4 of rectifying a deviation
42 connection foundation bolts 3, upper flange plate 1 are set in the upper bolt portion of correction bolt 4, and the setting of 1 bottom of upper flange plate is upper levelling
Nut 7, a pair of upper fixing nut 8 of top setting, each uniformly distributed around correction bolt 4 there are four reinforcement screw 9, reinforcement screws 9
It is fixed on upper and lower flanged plate by reinforcement nut 10.
During connecting operation, first column foot is detached with column foot, is lifted steel tower column foot using lifting apparatus.According in the present embodiment
Connection mode will include upper flange plate 1, lower flange plate 2, bolt 4 of rectifying a deviation, lower fixing nut 6, upper levelling nut 7, upper fixed spiral shell
Mother 8, reinforcement screw 9, reinforcement nut 10 installs, and column foot is fixedly clamped by upper fixing nut 8.In installation process, entangle
After inclined bolt 4 is connect with foundation bolt, spanner can be used to be fastened and adjusted by the connector of linear type protrusion in such as figure,
It is adjusted without being fastened by lower nut portion, avoids the interference of surrounding reinforcement screw, the different shape of connector matches different works
Tool carries out fastening adjustment to correction bolt.After mounting and adjusting, simultaneously cement injection, perfusion finish installation mold outside device
Afterwards, mold is removed, you can fix column foot again righting.
Claims (3)
1. a kind of electric power pylon tilts correction bolt, it is characterized in that：Including upper bolt portion（41）With lower nut portion（42）, it is described on
Bolt portion is structure as a whole with lower nut portion, setting connector at the top of the upper bolt portion（43）.
The deviation correcting device 2. a kind of steel tower that bolt of rectifying a deviation is tilted using electric power pylon described in claim 1 is continued, it is characterized in that：Packet
Include upper flange plate（1）, lower flange plate（2）, correction bolt（4）, the lower flange plate is installed on foundation of iron tower bolt, it is described on
Flanged plate continues described in being installed on bolt, is opened in the middle part of the upper and lower flanged plate and fills in hole（11）.
The deviation correcting device 3. steel tower according to claim 2 continues, it is characterized in that：The bolt matching reinforcement screw that continues
（9）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611129633.8A CN108223539A (en) | 2016-12-09 | 2016-12-09 | The steel tower that a kind of electric power pylon tilts correction bolt and its application continues deviation correcting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611129633.8A CN108223539A (en) | 2016-12-09 | 2016-12-09 | The steel tower that a kind of electric power pylon tilts correction bolt and its application continues deviation correcting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108223539A true CN108223539A (en) | 2018-06-29 |
Family
ID=62638664
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611129633.8A Pending CN108223539A (en) | 2016-12-09 | 2016-12-09 | The steel tower that a kind of electric power pylon tilts correction bolt and its application continues deviation correcting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108223539A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110397335A (en) * | 2019-05-24 | 2019-11-01 | 广东顺德电力设计院有限公司 | A kind of self-supporting tower tower seat method for correcting error |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE473375C (en) * | 1929-03-14 | Albert Schnellpressen | Screw for tightening and adjusting two machine parts with an eccentric head | |
| JP2002147063A (en) * | 2000-11-10 | 2002-05-22 | Kaihatsu Denki Kk | Device and method for raising steel tower intermediate part |
| KR20060132389A (en) * | 2005-06-18 | 2006-12-21 | 현대모비스 주식회사 | Detent member and structure of assembling ball joint in use with the same |
| CN201902417U (en) * | 2010-12-26 | 2011-07-20 | 宁夏电力公司吴忠供电局 | Lengthening bolt for tilt correction of power transmission line tower |
| CN203214542U (en) * | 2013-03-21 | 2013-09-25 | 泗阳县秀本金属材料有限公司 | High-performance bolt |
| CN203924098U (en) * | 2014-07-07 | 2014-11-05 | 闵怡红 | Hang adjustable type prestressing force crab-bolt cage |
| CA2946357A1 (en) * | 2014-06-26 | 2015-12-30 | Rbs Sprl | Fastener for construction element |
| CN206329604U (en) * | 2016-12-09 | 2017-07-14 | 国家电网公司 | The steel tower that a kind of electric power pylon tilts correction bolt and its application continues deviation correcting device |
-
2016
- 2016-12-09 CN CN201611129633.8A patent/CN108223539A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE473375C (en) * | 1929-03-14 | Albert Schnellpressen | Screw for tightening and adjusting two machine parts with an eccentric head | |
| JP2002147063A (en) * | 2000-11-10 | 2002-05-22 | Kaihatsu Denki Kk | Device and method for raising steel tower intermediate part |
| KR20060132389A (en) * | 2005-06-18 | 2006-12-21 | 현대모비스 주식회사 | Detent member and structure of assembling ball joint in use with the same |
| CN201902417U (en) * | 2010-12-26 | 2011-07-20 | 宁夏电力公司吴忠供电局 | Lengthening bolt for tilt correction of power transmission line tower |
| CN203214542U (en) * | 2013-03-21 | 2013-09-25 | 泗阳县秀本金属材料有限公司 | High-performance bolt |
| CA2946357A1 (en) * | 2014-06-26 | 2015-12-30 | Rbs Sprl | Fastener for construction element |
| CN203924098U (en) * | 2014-07-07 | 2014-11-05 | 闵怡红 | Hang adjustable type prestressing force crab-bolt cage |
| CN206329604U (en) * | 2016-12-09 | 2017-07-14 | 国家电网公司 | The steel tower that a kind of electric power pylon tilts correction bolt and its application continues deviation correcting device |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110397335A (en) * | 2019-05-24 | 2019-11-01 | 广东顺德电力设计院有限公司 | A kind of self-supporting tower tower seat method for correcting error |
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| PB01 | Publication | ||
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