CN206329604U - 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
- CN206329604U CN206329604U CN201621349671.XU CN201621349671U CN206329604U CN 206329604 U CN206329604 U CN 206329604U CN 201621349671 U CN201621349671 U CN 201621349671U CN 206329604 U CN206329604 U CN 206329604U
- Authority
- CN
- China
- Prior art keywords
- bolt
- electric power
- correction
- steel tower
- correcting device
- 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.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 title claims description 19
- 239000010959 steel Substances 0.000 title claims description 19
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 16
- 230000002787 reinforcement Effects 0.000 claims description 12
- 229910052742 iron Inorganic materials 0.000 claims description 8
- 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
- 230000000694 effects 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
Landscapes
- Electric Cable Installation (AREA)
Abstract
A kind of electric power pylon tilts correction bolt, including upper bolt portion and lower nut portion, and the upper bolt portion is structure as a whole with lower nut portion, and connector is set at the top of the upper bolt portion.Correction bolt integrated design is not only able to raising and continued intensity, and need not consider limited space when mounted, and the installation quality for the deviation correcting device that makes to continue further is improved.
Description
Technical field
The utility model is related to a kind of electric power pylon maintenance tool, more particularly to a kind of electric power pylon tilt correction bolt and
Its steel tower applied continues deviation correcting device.
Background technology
Steel tower such as is widely used in transmitting electricity, communicated the field, 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 change steel tower, and change steel tower work
Journey amount is big, and mountain area field is distributed in steel tower more, not only big to difficulty of construction, and easily the production and living to local resident are caused
Influence.Existing column foot foundation bolt has certain length in reserve, but can only tackle and its small sedimentation, some foundation of iron tower
Oil cylinder is pre-set when mounted, and lifting is carried out by oil cylinder when column foot is settled, 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, because required connector is more, tight
Gu, adjustment when operation is often hindered because of limited space.
The content of the invention
In view of the shortcomings of the prior art, the utility model provides a kind of electric power pylon and tilts correction bolt and its iron of application
Tower continues deviation correcting device.
The technical solution adopted in the utility model is：A kind of electric power pylon tilts correction bolt, including upper bolt portion is with
Nut portions, the upper bolt portion is structure as a whole with lower nut portion, and connector is set 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, opened in the middle part of the upper and lower flanged plate and fill in hole.
Described steel tower continues deviation correcting device, it is characterized in that：The bolt matching reinforcement screw that continues.
The utility model is further extended by the foundation bolt for enabling itself to expand limited length, increases foundation of iron tower
Hoisting depth, be particularly suitable for use in tilt steel tower correction, especially goaf steel tower correction, reduce difficulty of construction, contract
Short construction period, saves a large amount of manpower and materials.Correction bolt integrated design is not only able to raising and continued intensity, and in peace
Limited space need not be considered during dress, the installation quality for the deviation correcting device that makes to continue further is improved.
Brief description of the drawings
Fig. 1 is that the utility model electric power pylon tilts correction bolt main structure diagram；
Fig. 2 is that the utility model electric power pylon tilts correction bolt left view structural representation；
Fig. 3 is that the utility model electric power pylon tilts correction bolt overlooking the structure diagram；
Fig. 4 continues deviation correcting device main structure diagram for the utility model steel tower；
Fig. 5 continues deviation correcting device overlooking the structure diagram for the utility model steel tower.
In figure：Fixing nut under 1- upper flange plates, 2- lower flange plates, 3- foundation bolts, 4- correction bolts, 5- column foots, 6-,
The upper levelling nuts of 7-, the upper fixing nuts of 8-, 9- reinforcement screws, 10- reinforcement nuts, 11- is filled under hole, the upper bolt portions of 41-, 42-
Nut portions, 43- connectors.
Embodiment
As shown in Figures 1 to 3, a kind of electric power pylon tilts correction bolt, is that upper bolt portion 41 and the one of lower nut portion 42 are tied
Structure, the upper top of bolt portion 41 sets connector 43, and the shape of connector 43 can be that the in-line in figure is raised, or cross
Shape, it is square etc., also can be groove, it act as being connected with the torque tool such as spanner, screwdriver.Bolt is in use, lower nut portion
42 connection foundation of iron tower bolts, upper bolt portion 41 is connected with foundation of iron tower, so as to play the correction effect 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, 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 arranged on foundation bolt 3, two 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 is arranged in the upper bolt portion of correction bolt 4, and the bottom of upper flange plate 1 sets upper levelling
Nut 7, top to set and be evenly equipped with four reinforcement screws 9, reinforcement screw 9 around fixing nut 8 on a pair, each correction bolt 4
It is fixed on by reinforcement nut 10 on upper and lower flanged plate.
During connecting operation, first column foot is separated with column foot, is lifted steel tower column foot using lifting apparatus.According in the present embodiment
Connected mode will include upper flange plate 1, lower flange plate 2, rectify a deviation bolt 4, lower fixing nut 6, upper levelling nut 7, upper fixed spiral shell
Mother 8, reinforcement screw 9, reinforcement nut 10 is installed, and column foot is fixedly clamped by upper fixing nut 8.In installation process, entangle
After inclined bolt 4 is connected with foundation bolt, spanner can be used to be fastened and adjusted by the raised connector of in-line in such as figure,
Adjusted without being fastened by lower nut portion, it is to avoid the interference of surrounding reinforcement screw, the different work of the different form fit of connector
Tool carries out fastening adjustment to correction bolt.After mounting and adjusting is finished, installation mold and cement injection outside device, perfusion are finished
Afterwards, mould 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, and connector is set at the top of the upper bolt portion（43）.
The deviation correcting device 2. steel tower of electric power pylon inclination correction bolt described in a kind of utilization claim 1 continues, it is characterized in that：Bag
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 on bolt described in being installed on, and 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 |
|---|---|---|---|
| CN201621349671.XU CN206329604U (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 |
|---|---|---|---|
| CN201621349671.XU CN206329604U (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 |
|---|---|
| CN206329604U true CN206329604U (en) | 2017-07-14 |
Family
ID=59290451
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621349671.XU Active CN206329604U (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) | CN206329604U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108223539A (en) * | 2016-12-09 | 2018-06-29 | 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 CN201621349671.XU patent/CN206329604U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108223539A (en) * | 2016-12-09 | 2018-06-29 | 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 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206428956U (en) | Driven hanging basket and its fixing device | |
| CN206329604U (en) | The steel tower that a kind of electric power pylon tilts correction bolt and its application continues deviation correcting device | |
| CN105887590A (en) | Height direction adjusting system and method after railway foundation subsidence | |
| CN112195957B (en) | Reinforced connecting structure of fan tower and foundation and construction method | |
| CN206128106U (en) | Bloated tight column foot of quick installation | |
| CN108223539A (en) | The steel tower that a kind of electric power pylon tilts correction bolt and its application continues deviation correcting device | |
| CN206784605U (en) | A kind of wall extends embedded iron parts installation structure | |
| CN207142794U (en) | A kind of municipal well lid lid arrangement | |
| CN202519621U (en) | Steel hoop used for suspending support system | |
| CN206328788U (en) | A kind of electric power pylon foundation bolt continues deviation correcting device | |
| CN207513167U (en) | The template system of the convex template component of arcuate building, concave template component and its composition | |
| CN203807946U (en) | Track beam erecting device | |
| CN211007872U (en) | Electric iron tower reinforcing apparatus convenient to installation | |
| CN209367674U (en) | A kind of dedicated anchoring rod device of large-tonnage bridge floor crane | |
| CN209469540U (en) | The lower tower segments of concrete tower and concrete tower with it | |
| CN204475854U (en) | Reserved opening hangs die device | |
| CN106639610A (en) | Iron tower tail edge continuous leveling method | |
| CN108457294B (en) | Composite material foundation capable of preventing pole tower from overturning and implementation method thereof | |
| CN206398190U (en) | A kind of Hu shaddock ped extract solution prepares and uses chemical industry equipment tube support arrangement | |
| CN206694047U (en) | The device of wire netting is supported in a kind of tunnel shotcrete rock bolt wire mesh support | |
| CN206308705U (en) | A kind of concrete assembled basis | |
| CN211338704U (en) | Lifting device with counter weight | |
| CN104251014A (en) | Connecting structure of concrete bent frame column and roof steel beam | |
| CN206883868U (en) | Cable channel cover plate processing mold | |
| CN204353746U (en) | A kind of Large circular conic crusher adjusting sleeve erecting tools |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |