CN206128814U - Iron tower is salvageed chevron shape and is embraced pole - Google Patents

Iron tower is salvageed chevron shape and is embraced pole Download PDF

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Publication number
CN206128814U
CN206128814U CN201621077597.0U CN201621077597U CN206128814U CN 206128814 U CN206128814 U CN 206128814U CN 201621077597 U CN201621077597 U CN 201621077597U CN 206128814 U CN206128814 U CN 206128814U
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CN
China
Prior art keywords
base
support
steel tower
leading screw
lead screw
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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.)
Expired - Fee Related
Application number
CN201621077597.0U
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Chinese (zh)
Inventor
王刚
王健
王斌
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hanzhoung Hanfeng Electric Power Co Ltd
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Hanzhoung Hanfeng Electric Power Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Hanzhoung Hanfeng Electric Power Co Ltd filed Critical Hanzhoung Hanfeng Electric Power Co Ltd
Priority to CN201621077597.0U priority Critical patent/CN206128814U/en
Application granted granted Critical
Publication of CN206128814U publication Critical patent/CN206128814U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses an iron tower is salvageed chevron shape and is embraced pole comprises two the same bracing pieces, jacking lead screw, horizontal lead screw, " V " font angle steel anchor clamps and base, the upper end of two spinal branch vaulting poles articulates the both ends at an articulated shaft through the round pin axle respectively, the bracing piece includes upper strut pipe and lower part stay tube, and the upper strut pipe is a lesson at least, and the lower part stay tube is two segment structures, is equipped with the internal thread that matches with the jacking lead screw in two sections lower part stay tubes, and the jacking lead screw is installed between two sections lower part stay tubes, and horizontal lead screw is installed between two lower part stay tubes, " V " font angle steel anchor clamps include the punch holder and the lower plate of intussusception and connect the fastening bolt of two splint, and the bottom of lower plate is fixed with an axle sleeve, and this axle sleeve suit is on the articulated shaft, the base is universal base, is equipped with ground anchor eye and pull ring on the base. The utility model has the advantages of simple structure, installation labour saving and time saving, operation safe and reliable are particularly suitable for various electric power or communication tower and salvage and maintain.

Description

Steel tower rushes to repair herringbone pole
Technical field
This utility model belongs to power maintenance tool, and in particular to a kind of steel tower rushes to repair herringbone pole.
Background technology
The main material of electric power or communication steel tower is often subject to natural agent or artificial destruction, when serious steel tower can occur it is crooked, Now need immediately to keep in repair it, during maintenance, righting steel tower is obtained first, part is then changed again.Existing dimension The means for repairing steel tower are typically, the setting support first on tower side, then by the top bracing mechanism on support by steel tower righting, so After change part.Prior art exist defect be:1st, field is with a varied topography, and the strong point that support needs is more, and overall huge, It is difficult to build;2nd, support is not enough to the support degree of top bracing mechanism, built on the sand, not safe enough;3rd, support adopts steel pipe to build Material, transport difficulty is big;4th, top bracing mechanism is to recover the original height of steel tower later putting up support using jack, its construction Difficulty is big, righting effect is poor.Single Maintenance is carried out to steel tower with existing means generally needs the staff of more than 20, uses 7- 8 hours could put up on support.It follows that the means of existing maintenance steel tower were both laborious and time-consuming, not meeting repairing will Ask.
Utility model content
In view of this, this utility model provides a kind of steel tower and rushes to repair herringbone pole, with simple structure, operates the province that saves time Power, it is safe and reliable the characteristics of.
The technical solution of the utility model is that a kind of steel tower rushes to repair herringbone pole, it is characterised in that:It is identical by two Support bar, jacking leading screw, horizontal leading screw, " V " font angle steel fixture and base composition;The support bar is high-strength aluminum alloy Pipe, the upper end of two support bars passes through respectively axle of the hinge in the two ends of a jointed shaft, two bearing pins and jointed shaft Line is vertical;The support bar includes upper support pipe and lower support pipe, and the upper support pipe is at least a section, the bottom Support tube is two-stage structure, and the female thread matched with the jacking leading screw, the jacking leading screw are provided with two pars infrasegmentalis support tubes Between the two pars infrasegmentalises support tube, the two ends of the horizontal leading screw respectively with lower support Guan Lian of two support bars Connect;" V " the font angle steel fixture includes the fastening bolt of two clamping plates of the train wheel bridge and lower plate of intussusception and connection, lower plate Bottom be fixed with an axle sleeve, the axle sleeve is sleeved on the jointed shaft;The base be gimballed base, the center hinge of base The bottom of support bar is connected on, base is provided with anchor hole and draw ring.
Further, the upper support pipe has more than two sections, with flange arrangement connection between Guan Yuguan.
Further, upper and lower corresponding bar hole is respectively equipped with two inclined-planes of the train wheel bridge and lower plate, it is described tight Fixing bolt is plugged in bar hole.
Further, the corresponding surface of the train wheel bridge and lower plate is provided with anti-skid rubber cushion.
Further, the main body of the base is rectangular flat, and an anchor hole, four sides are respectively provided with four angles of flat board On be respectively provided with a draw ring.
The utility model has the advantages that:1st, the pole main body as righting steel tower is two support bars, and support bar It is that more piece is knockdown, therefore, substantially reduce the number equipment and its cost of transportation used by repairing steel tower and artificial;2nd, two supports Bar can form herringbone, and angle is adjustable, therefore with more pressing from both sides " V " font angle steel that firm support 3, post upper is arranged Fixture is adapted to the tower material of Multiple Type, and can conveniently, steadily clamp tower material;4th, base can be steady with guiding principle pricker and rope Solid be positioned at it is any complexity ground on;4th, " V " font angle steel fixture and base are hinged with support bar, thus support bar Support angle degree can be adjusted arbitrarily.In practice, do a steel tower repairing with this utility model or keep in repair, it is only necessary to three workmans, used time 1-2 hours can be completed, and safe and reliable.From the foregoing, simple structure of the present utility model, install it is time saving and energy saving, behaviour Make safe and reliable, be particularly suitable for various electric power or the repairing of communication steel tower and safeguard.
Description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation of " V " font angle steel fixture in this utility model.
Fig. 3 is the structural representation of base in this utility model.
In figure:1. " V " font angle steel fixture, 1-1. train wheel bridges, 1-2. lower plates, 1-3. fastening bolts, 1-4. bar holes, 2. support bar, 2-1. flanges, 2-2. jacking leading screws, 3. base, 3-1. anchor holes, 3-2. draw rings, 4. jointed shaft, 5. bearing pin, 6. Horizontal leading screw, 7. axle sleeve.
Specific embodiment
In order that those skilled in the art more fully understands the technical solution of the utility model, below in conjunction with the accompanying drawings and tool The utility model is described in further detail for body embodiment.
As shown in Figure 1, 2, a kind of steel tower rushes to repair herringbone pole, be by two identical support bars 2, jacking leading screw 2-2, Horizontal leading screw 6, " V " font angle steel fixture 1 and base 3 are constituted.In order that the intensity increase of support bar 2, weight saving and side Just transport, so support bar 2 adopts High-strength aluminum alloy round pipe.The upper end of two support bars 2 is hinged on one by bearing pin 5 respectively The two ends of root jointed shaft 4 form herringbone, and two bearing pins 5 are vertical with the axis of jointed shaft 4.Due to two structure phases of support bar 2 Together, so existing be specifically described with the structure of a support bar 2:Support bar 2 includes upper support pipe and lower support pipe, on Portion's support tube is at least a section.If upper support pipe is more than two sections, with the connection of flange 2-1 structures between Guan Yuguan.So prop up The length of strut 2 can arbitrarily extend, to adapt to the iron tower main material replacing of differing heights.And lower support pipe be two-stage structure, two The female thread matched with jacking leading screw 2-2, the two pars infrasegmentalis support tubes that jacking leading screw 2-2 is arranged on are provided with pars infrasegmentalis support tube Between.When jacking leading screw 2-2 is rotated forward, extend can support bar 2, until steel tower righting, and jacking leading screw 2-2 are had The effect of accurate construction.Because two support bars 2 constitute herringbone, so the folding angle in order to stablize angle, therefore two Horizontal leading screw 6 is connected between the lower support pipe of root support bar 2, the height that horizontal leading screw 6 is arranged is stood in standing It is easy to the height for operating to be defined in ground.When leading screw 6 is rotated forward, lambdoid angle increase;When leading screw 6 is rotated backward, The angle of herringbone shape reduces.The bottom of " V " font angle steel fixture 1 is fixed with an axle sleeve 7, and the axle sleeve 7 is sleeved on jointed shaft 4 On.It should be noted that the folding direction of two support bars 2 is vertical with the rotation direction of " V " font angle steel fixture 1.Support bar 2 Bottom be then hinged with the center of base 3, base 3 be gimballed base.Because the upper and lower ends of support bar 2 are using the company being hinged Binding structure, so support bar 2 with iron tower main material when being connected, the herringbone pole that two support bars 2 can be formed as needed Angle of inclination arbitrarily adjusted.
As shown in Fig. 2 " V " font angle steel fixture 1 includes that the train wheel bridge 1-1 and lower plate 1-2 of intussusception and connection two are pressed from both sides Fastening bolt 1-3 of plate.The bottom of lower plate 1-2 is fixed with an axle sleeve 7, and the axle sleeve 7 is sleeved on jointed shaft 4.Steel tower master Material is clamped between train wheel bridge 1-1 and lower plate 1-2.In order that iron tower main material will not skid in clamped maintenance process, Therefore it is provided with anti-skid rubber cushion on the corresponding surface of train wheel bridge 1-1 and lower plate 1-2.It should be noted that due to iron tower main material Size is different with specification, in order that " V " font angle steel fixture 1 can do adapt, therefore in train wheel bridge 1-1 and lower plate 1- Upper and lower corresponding bar hole 1-4 is respectively equipped with 2 two inclined-planes, fastening bolt 1-3 is plugged in bar hole 1-4.It is provided with bar It is ∠ 80- ∠ 240 that " V " font angle steel fixture 1 of shape hole 1-4 adapts to iron tower main material specification.
As shown in figure 3, base 3 is provided with anchor hole 3-1 and draw ring 3-2.Specifically the main body of base 3 is set to into rectangle to put down Plate, is respectively provided with an anchor hole 3-1 on four angles of flat board, a draw ring 3-2 is respectively provided with four sides.Work as ground even, can By squeezing into drill rod in anchor hole 3-1, base 3 is fixed on into ground, when ground environment complexity, it is impossible to only with drill rod or completely When cannot make earth anchor, then draw ring 3-2 can be connected come firm banking 3 with peripheric fixture body by rope.
During construction, this utility model is positioned at into Iron tower incline or impaired side, diverges two support bars 2, and by horizontal stroke Fork angle is adjusted to leading screw 6, " V " font angle steel fixture of upper end is clamped into iron tower main material, then rotated forward simultaneously Jacking leading screw, you can by steel tower righting, then impaired tower material is changed or steel tower is keeped in repair.This utility model structure Simply, it is time saving and energy saving to operate, it is only necessary to which 3 one hour staff's used times can complete the connection of this utility model and iron tower main material And steel tower righting can be effectively improved efficiency of construction, and it is safe and reliable, it is widely used in various electric power or communicates robbing for steel tower class Repair and safeguard.

Claims (5)

1. a kind of steel tower rushes to repair herringbone pole, it is characterised in that:It is by two identical support bars, jacking leading screw, transverse wire Thick stick, " V " font angle steel fixture and base composition;The support bar is High-strength aluminum alloy round pipe, and the upper end of two support bars is divided Not Tong Guo hinge at the two ends of a jointed shaft, two bearing pins are vertical with the axis of jointed shaft;The support bar includes upper Portion's support tube and lower support pipe, the upper support pipe is at least a section, and the lower support pipe is two-stage structure, under two sections The female thread matched with the jacking leading screw is provided with portion's support tube, the jacking leading screw is arranged on the two pars infrasegmentalises support tube Between, the two ends of the horizontal leading screw are connected respectively with the lower support pipe of two support bars;" V " the font angle steel fixture bag The train wheel bridge and lower plate of intussusception and the fastening bolt of two clamping plates of connection are included, the bottom of lower plate is fixed with an axle sleeve, should Axle sleeve is sleeved on the jointed shaft;The base is gimballed base, and the center of base is hinged on the bottom of support bar, on base It is provided with anchor hole and draw ring.
2. according to the steel tower repairing herringbone pole described in claim 1, it is characterised in that:The upper support pipe have two sections with On, with flange arrangement connection between Guan Yuguan.
3. according to the steel tower repairing herringbone pole described in claim 1, it is characterised in that:The two of the train wheel bridge and lower plate Upper and lower corresponding bar hole is respectively equipped with individual inclined-plane, the fastening bolt is plugged in bar hole.
4. according to the steel tower repairing herringbone pole described in claim 1, it is characterised in that:The train wheel bridge and lower plate it is right Face is answered to be provided with anti-skid rubber cushion.
5. according to the steel tower repairing herringbone pole described in claim 1, it is characterised in that:The main body of the base is flat for rectangle Plate, is respectively provided with an anchor hole on four angles of flat board, a draw ring is respectively provided with four sides.
CN201621077597.0U 2016-09-18 2016-09-18 Iron tower is salvageed chevron shape and is embraced pole Expired - Fee Related CN206128814U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621077597.0U CN206128814U (en) 2016-09-18 2016-09-18 Iron tower is salvageed chevron shape and is embraced pole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621077597.0U CN206128814U (en) 2016-09-18 2016-09-18 Iron tower is salvageed chevron shape and is embraced pole

Publications (1)

Publication Number Publication Date
CN206128814U true CN206128814U (en) 2017-04-26

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CN201621077597.0U Expired - Fee Related CN206128814U (en) 2016-09-18 2016-09-18 Iron tower is salvageed chevron shape and is embraced pole

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108999459A (en) * 2018-08-31 2018-12-14 国网山东省电力公司电力科学研究院 A kind of power transmission tower inclination erection device
CN109138577A (en) * 2018-07-11 2019-01-04 云南电网有限责任公司曲靖供电局 Adjusting rod and herringbone holding pole
CN109944493A (en) * 2019-04-08 2019-06-28 江苏健雄电气安装工程有限公司 Holding pole device is used in a kind of installation of assembly type electric pole

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109138577A (en) * 2018-07-11 2019-01-04 云南电网有限责任公司曲靖供电局 Adjusting rod and herringbone holding pole
CN108999459A (en) * 2018-08-31 2018-12-14 国网山东省电力公司电力科学研究院 A kind of power transmission tower inclination erection device
CN109944493A (en) * 2019-04-08 2019-06-28 江苏健雄电气安装工程有限公司 Holding pole device is used in a kind of installation of assembly type electric pole

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Granted publication date: 20170426