CN202672832U - Rotatable seat double rocker arm and inner/outer stay wire suspension mixed derrick - Google Patents
Rotatable seat double rocker arm and inner/outer stay wire suspension mixed derrick Download PDFInfo
- Publication number
- CN202672832U CN202672832U CN2011203878927U CN201120387892U CN202672832U CN 202672832 U CN202672832 U CN 202672832U CN 2011203878927 U CN2011203878927 U CN 2011203878927U CN 201120387892 U CN201120387892 U CN 201120387892U CN 202672832 U CN202672832 U CN 202672832U
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- arms
- derrick
- pole
- rotatable seat
- backguy
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Abstract
A rotatable seat double rocker arm and inner/outer stay wire suspension mixed derrick comprises a main mast, rocker arms, a main column, a rotary system, a hoisting system, and a luffing system. The derrick body is grounded, a rotary bearing is disposed in the middle part of the derrick, the connecting sequence of the above parts is the main column-a four-way section-a main mast. The upper part of a rotary disc can rotate by 360 degrees; the mast and the main column are connected with the rocker arms via the four-way section, the rocker arms are provided with the luffing system and the hoisting system; a hoisting rope and a hoisting pulley form the hoisting system via the internal of the main column, the internal of the rocker arms, and the top guiding pulley; a luffing rope and a luffing pulley form the luffing system via the internal of the main column and the top guiding pulley; the main mast and the iron tower body are provided with inner/outer stay wires to form a hinge support structure. The rocker arm derrick can be dismounted to be a suspension derrick in filed; inner/outer stay wires can be used for the suspension derrick. The rotatable seat double rocker arm and inner/outer stay wire suspension mixed derrick is advantaged by flexible dismounting, and larger hoisting and higher efficient with the same material cross section, and is suitable for superhigh and ultrahigh voltage power transmission line engineering pole tower hoisting assembly in the construction field of power transmission and transformation engineering power transmission lines.
Description
Technical field
The utility model relates to power system project of transmitting and converting electricity transmission line construction field, especially super-pressure, UHV transmission line engineering shaft tower lifting group is vertical.
Background technology
Because each shaft tower type is different, landform, geological condition, transport routes and unit in charge of construction's actual conditions around the group vertical rod tower are different, and the tower erection method can be divided into: integral body is stood up and the vertical two large classes of minute system of solutions.And steel tower is because physical features and weight factor adopt minute system of solutions cube formulas more.For highly high, weight is large, and is with a varied topography, and root is opened large steel tower, should adopt the rocker pole group vertical.
Rocker pole is the crane gear that is formed by combining by rocking arm, mainmast and shaft principal post, the pole position generally is positioned at the steel tower center; rocking arm is used arm of when lifting; what the rocker pole arm was different with general tower crane is that rocking arm is the variation of finishing the amplitude of hanging piece by the changing-breadth system of arm end, and swinging up and down of arm is defined as rocking arm.
Backguy rocker pole in more rocker pole adopts and suspend in the present stage line construction adds revolution and supports between mainmast and pole shaft principal post, can 360 ° of rotations.This type of pole advantage is: convenient, to rotate flexibly during lifting, and the lifting scope is wide, and efficient is high, can be one-sided, bilateral lifts by crane simultaneously, and compare with the instrument such as tower crane, greatly reduce the expense that produces in the assembling process, economical rationality.But this pole shortcoming is: (1) is suspended, the restriction of interior backguy, belongs to the pin-ended type in the mechanics of materials, length factor μ=1, and lift heavy is light.When running into the large steel tower of weight, can only strengthen main material, strengthen the pole cross section, virtually increase expense, workload and difficulty when increasing construction; (2) during the vertical steel tower of group, hoisting weight is by heavy gradually light, when steel tower height during far above the pole overall length, because such pole dead weight is large, promotes difficulty, wastes time and energy.
Summary of the invention
In order to overcome the defective that existing rocker pole lift heavy is not enough, promote difficulty, design under a kind of equivalent material specification, lift heavy is large, can be in group tower process with highly increasing, and become at any time the mixing pole of suspended holding pole by the rocker pole dismounting.
The technical scheme that its technical problem that solves the utility model adopts is:
The two rocking arms in a kind of rotatable seat ground, the inside/outside backguy suspended mixture bar of filling the span of a man's arms comprises mainmast, rocking arm, principal post, rotary system, tackling system, changing-breadth system, and wherein: the following principal post of rotary system lower end is the chassis, can make whole pole main body base ground; Pivoting support is arranged on the pole middle part, the following part shaft of pivoting support seat ground, and the above part order of connection of pivoting support is: principal post-four-way section (connecting rocker arm)-mainmast.The pole rotating disk adopts the pivoting support structure, and the above part of rotating disk can 360 ° of rotations, and during rotation, backguy is motionless; By four-way section connecting rocker arm, rocking arm all arranges changing-breadth system and tackling system between mainmast, principal post, can about, left and right adjusting, front 1/3 place of rocking arm is provided with anticollision device, collision-prevention device, it is detachable that this puts collision device; Lifting rope forms tackling system by principal post is inner, rocking arm is inner and the fairlead at top jointly with the lifting tackle pulley; The luffing rope is inner by principal post, the fairlead of mast top, jointly forms changing-breadth system with the luffing tackle pulley; The mainmast top is rotation holding pole head, plays the inside/outside backguy with the body of the tower of the vertical steel tower of group and forms hinged structure; When pole seat ground used, the utility model was that an end is fixed an end hinged structure in mechanics of materials pressure bar stabilization, length factor μ=0.7, and mostly be middle flexibility bar, promoted greatly the lifting capacity of pole; Because pole has adopted rocking arm, efficiently solve the lifting problem that large of steel tower base section is opened member simultaneously.
Along with the tower erection height increases, pole institute lift heavy amount is gradually light, and the lifting amplitude is gradually little, at this moment, can extract the punching axle that pole is connected with rocking arm out under the pole Light Condition, by the pole corner block rocking arm is unloaded to ground; Remove simultaneously pivoting support and following part rod body section, the bottom connects support system, sets four groups of bearing ropes, and the top is rotary holding pole head, namely can be assembled into inside/outside backguy suspended holding pole, is easy to lifting, and lift heavy, lifting amplitude are fit to, and be convenient, flexible.
Described utility model main body is Q345;
Described utility model main body adopts welding procedure;
With bolts between the described utility model body of rod and the body of rod;
Described mainmast top is provided with rotary system;
Described rotary system adopts 360 ° of pivoting supports;
Described rocking arm is partly established tackling system and changing-breadth system;
The punching shaft type is adopted in described rocking arm and pole coupling part;
Described rocking arm for preventing and the pole collision, adds anticollision device (detachably) at the rocking arm front end when luffing;
The beneficial effects of the utility model are during construction, when not increasing dead weight, to increase the lift heavy amount that risen, and rotate flexibly; After tower erection reach a certain height, detachable became the suspended holding pole form again, has reduced deadweight, and according to lift heavy light actual conditions gradually, lifting is convenient.The engineering tower erections such as the 1000kV UHV transmission line construction of implementing for China provides another effectively new the selection.
Description of drawings
Below in conjunction with accompanying drawing the utility model is further specified.
Fig. 1 is the building block principle figure of the utility model seat ground rocker pole.
Fig. 2 is the building block principle figure of the utility model inside/outside backguy suspended holding pole.
Fig. 3 is the utility model seat ground rocker pole lifting embodiment.
Fig. 4 is the utility model inside/outside backguy suspended holding pole lifting embodiment.
Fig. 5 is that the utility model rocking arm is removed embodiment.
1. rotary holding pole heads among the figure, 2. mainmast, 3. four-way section, 4. rocking arm, 5. rocking arm top tackle pulley, 6. principal post, 7. rotating disk, 8. chassis, 9. suspended holding pole hypomere, 10. support, 11. earth anchor, 12. lifting tackle pulley, 13. steel towers, 14. the strand mill, the 15. principal post sections of turning to, 16. hoisting wireropes, 17. bearing rope, 18. anticollison blocks, 19. single-wheel rings are driven coaster.
The specific embodiment
In Fig. 1, from top to bottom, rotary holding pole head 1, mainmast 2, four-way section 3, principal post 6, rotating disk 7, principal post hypomere, chassis 8 bolt that uses in order connects, and the root section of Rocker arm 4 links to each other with the vertically-displacable pivot pin with the four-way section, thus assembled formation.
In Fig. 2, from top to bottom, rotary holding pole head 1, mainmast 2, four-way section 3, principal post 6, suspended holding pole hypomere 9, support 10 bolt that uses in order connects, and namely is assembled into inside/outside backguy suspended holding pole.
In the embodiment shown in fig. 3, play earthward backguy from rotation holding pole head 1, connect earth anchor 11, pole stability when lifting by crane to increase; The tackle pulley of mainmast 2 top sections and rocking arm top tackle pulley 5 form changing-breadth system, but the up-down adjustment rocking arm; The hoisting wirerope that connects strand mill 14 passes the fairlead at chassis 8, the principal post section of turning to 15, four-way section 3, tackle pulley 5 inside, rocking arm top and top, with the lifting tackle pulley 12 common tackling systems that form, wherein wire rope is from top to bottom through after the principal post section of turning to 15, walk the pole outside and be connected to the chassis fairlead, be convenient to the upside-down mounting of pole; During lift heavy, lifting tackle pulley 12 hangs weight, and strand mill 14 is opened, and along with the strand mill constantly tightens up, hoisting heavy is sling slowly to proper height.Other end rocking arm lifting tackle pulley is connected to tower leg, and tail rope is connected to the strand mill, and the principal post that causes with the lifting of balance lift heavy end tilts.
In the embodiment shown in fig. 4, during external cable, play earthward backguy from rotation holding pole head 1, connect earth anchor 11 (during interior backguy, 13 dozens of backguys from rotation holding pole head 1 to steel tower connect the steel tower shank).Rotating disk among Fig. 1 part below 7 is after (containing rotating disk) pull down, and principal post 6 connects suspended holding pole hypomeres 9, and suspended holding pole hypomere 9 lower ends connect support 10, and support 10 connects the steel tower leg to 13 dozens of bearing ropes 17 of steel tower, forms suspended holding pole.During lift heavy, hoisting wirerope 16 is by the leading block group of rotary holding pole head 1, and an end is connected to strand mill 14, one end is connected to lifting tackle pulley 12, forms tackling system, and lifting tackle pulley 12 hangs weight, strand mill 14 is opened, and along with the strand mill constantly tightens up, hoisting heavy is sling slowly.
In the embodiment shown in fig. 5, finish or during rocker pole repacking suspended holding pole, need remove rocking arm aloft when tower erection.Before the dismounting, with changing-breadth system Rocker arm 4 is tightened up first, this moment, the rocking arm epimere installed anticollison block 18 additional in order to prevent that Rocker arm 4 and mainmast 2 from colliding mutually.Hoisting wirerope 16 1 ends are fixed on the rocking arm, and fairlead, the single-wheel ring that wire rope 16 other ends pass rotary holding pole head 1 driven the fairlead of coaster 19 (preventing the friction of wire rope and pole principal post), base 8, is connected to strand mill 14.Along with strand mill 14 tightens up, the pivot pin that the Rocker arm 4 of dismantling is connected with four-way section 3 twists slowly unwrapping wire of mill 14 this moment, and rocking arm slowly drops down onto ground.
Claims (6)
1. the two rocking arms in rotatable seat ground, inside/outside backguy suspended mixture bar of filling the span of a man's arms, comprise mainmast, rocking arm, principal post, rotary system, tackling system, changing-breadth system, rotary system is positioned in the middle of the principal post, the following principal post of rotary system lower end is the chassis, it is characterized in that: the above part of rotating disk can 360 ° of rotations, and backguy is motionless during rotation; By four-way section connecting rocker arm, rocking arm all arranges changing-breadth system and tackling system between mainmast, principal post; Lifting rope forms tackling system by principal post is inner, rocking arm is inner and the fairlead at top jointly with the lifting tackle pulley; The luffing rope is inner by principal post, the fairlead of mast top, jointly forms changing-breadth system with the luffing tackle pulley; The mainmast top is rotation holding pole head; Rocker pole at the scene dismounting forms suspended holding pole; Suspended holding pole adopts inside/outside backguy form all can.
2. the two rocking arms in rotatable seat ground according to claim 1, the inside/outside backguy suspended mixture bar of filling the span of a man's arms is characterized in that whole pole main body base ground.
3. the two rocking arms in rotatable seat ground according to claim 1, the inside/outside backguy suspended mixture bar of filling the span of a man's arms is characterized in that rotating disk adopts the pivoting support structure.
4. the two rocking arms in rotatable seat ground according to claim 1, the inside/outside backguy suspended mixture bar of filling the span of a man's arms is characterized in that rotation holding pole head plays the inside/outside backguy with the body of the tower of the vertical steel tower of group and form hinged structure.
5. the two rocking arms in rotatable seat ground according to claim 1, the inside/outside backguy suspended mixture bar of filling the span of a man's arms, it is characterized in that rocking arm can about, left and right adjusting, front 1/3 place is provided with anticollision device, collision-prevention device, this anticollision device, collision-prevention device is detachable.
6. the two rocking arms in rotatable seat ground according to claim 1, the inside/outside backguy suspended mixture bar of filling the span of a man's arms is characterized in that the suspended holding pole bottom that dismounting becomes connects support system, sets four groups of bearing ropes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203878927U CN202672832U (en) | 2011-10-12 | 2011-10-12 | Rotatable seat double rocker arm and inner/outer stay wire suspension mixed derrick |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203878927U CN202672832U (en) | 2011-10-12 | 2011-10-12 | Rotatable seat double rocker arm and inner/outer stay wire suspension mixed derrick |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202672832U true CN202672832U (en) | 2013-01-16 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011203878927U Expired - Fee Related CN202672832U (en) | 2011-10-12 | 2011-10-12 | Rotatable seat double rocker arm and inner/outer stay wire suspension mixed derrick |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202672832U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103407901A (en) * | 2013-08-22 | 2013-11-27 | 国网河南省电力公司焦作供电公司 | Crane for electric power tower |
| CN103967321A (en) * | 2013-01-31 | 2014-08-06 | 张启富 | Airborneworkbench |
| CN104120913A (en) * | 2014-08-08 | 2014-10-29 | 宝鸡市银光电力机具有限责任公司 | Double-rocker-arm electric control rotation derrick |
| CN104265056A (en) * | 2014-08-27 | 2015-01-07 | 国家电网公司 | Ground mounted derrick |
| CN104276515A (en) * | 2013-07-01 | 2015-01-14 | 国家电网公司 | Mast type crane |
| CN104276514A (en) * | 2014-07-18 | 2015-01-14 | 国家电网公司 | Flooring self-balance wrapping rod and mounting and use method thereof |
| CN104925672A (en) * | 2015-06-19 | 2015-09-23 | 王文让 | Full-hydraulic self-climbing suspended double-sided tower crane |
| CN106629435A (en) * | 2016-12-20 | 2017-05-10 | 成都佰思汇信科技有限责任公司 | Novel holding pole |
-
2011
- 2011-10-12 CN CN2011203878927U patent/CN202672832U/en not_active Expired - Fee Related
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103967321A (en) * | 2013-01-31 | 2014-08-06 | 张启富 | Airborneworkbench |
| CN104276515A (en) * | 2013-07-01 | 2015-01-14 | 国家电网公司 | Mast type crane |
| CN103407901A (en) * | 2013-08-22 | 2013-11-27 | 国网河南省电力公司焦作供电公司 | Crane for electric power tower |
| CN103407901B (en) * | 2013-08-22 | 2015-08-19 | 国家电网公司 | A kind of crane for electric power tower |
| CN104276514A (en) * | 2014-07-18 | 2015-01-14 | 国家电网公司 | Flooring self-balance wrapping rod and mounting and use method thereof |
| CN105905815A (en) * | 2014-07-18 | 2016-08-31 | 国家电网公司 | Work method of seating-type self-balance holding pole |
| CN104120913A (en) * | 2014-08-08 | 2014-10-29 | 宝鸡市银光电力机具有限责任公司 | Double-rocker-arm electric control rotation derrick |
| CN104120913B (en) * | 2014-08-08 | 2017-02-15 | 宝鸡市银光电力机具有限责任公司 | Double-rocker-arm electric control rotation derrick |
| CN104265056A (en) * | 2014-08-27 | 2015-01-07 | 国家电网公司 | Ground mounted derrick |
| CN104265056B (en) * | 2014-08-27 | 2016-06-01 | 国家电网公司 | One lands pole |
| CN104925672A (en) * | 2015-06-19 | 2015-09-23 | 王文让 | Full-hydraulic self-climbing suspended double-sided tower crane |
| CN106629435A (en) * | 2016-12-20 | 2017-05-10 | 成都佰思汇信科技有限责任公司 | Novel holding pole |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130116 Termination date: 20131012 |