CN104773654A - Concrete electric pole arrangement device - Google Patents

Concrete electric pole arrangement device Download PDF

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Publication number
CN104773654A
CN104773654A CN201510169441.9A CN201510169441A CN104773654A CN 104773654 A CN104773654 A CN 104773654A CN 201510169441 A CN201510169441 A CN 201510169441A CN 104773654 A CN104773654 A CN 104773654A
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CN
China
Prior art keywords
electric pole
ground nail
strut bar
rod
pole
Prior art date
Application number
CN201510169441.9A
Other languages
Chinese (zh)
Other versions
CN104773654B (en
Inventor
邬涛
帅红毅
颜东
贺煦光
周明
彭怡
李继东
孙曙光
苏兴燕
唐萌
陈玉琴
管小凤
Original Assignee
国网重庆云阳县供电有限责任公司
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 国网重庆云阳县供电有限责任公司 filed Critical 国网重庆云阳县供电有限责任公司
Priority to CN201510169441.9A priority Critical patent/CN104773654B/en
Publication of CN104773654A publication Critical patent/CN104773654A/en
Application granted granted Critical
Publication of CN104773654B publication Critical patent/CN104773654B/en

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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C17/00Overhead travelling cranes comprising one or more substantially horizontal girders the ends of which are directly supported by wheels or rollers running on tracks carried by spaced supports
    • B66C17/04Overhead travelling cranes comprising one or more substantially horizontal girders the ends of which are directly supported by wheels or rollers running on tracks carried by spaced supports with lifting beams, e.g. slewable beams, carrying load-engaging elements, e.g. magnets, hooks
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C1/00Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
    • B66C1/10Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
    • B66C1/12Slings comprising chains, wires, ropes, or bands; Nets
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C13/00Other constructional features or details
    • B66C13/04Auxiliary devices for controlling movements of suspended loads, or preventing cable slack
    • B66C13/08Auxiliary devices for controlling movements of suspended loads, or preventing cable slack for depositing loads in desired attitudes or positions
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C17/00Overhead travelling cranes comprising one or more substantially horizontal girders the ends of which are directly supported by wheels or rollers running on tracks carried by spaced supports
    • B66C17/06Overhead travelling cranes comprising one or more substantially horizontal girders the ends of which are directly supported by wheels or rollers running on tracks carried by spaced supports specially adapted for particular purposes, e.g. in foundries, forges; combined with auxiliary apparatus serving particular purposes
    • B66C17/20Overhead travelling cranes comprising one or more substantially horizontal girders the ends of which are directly supported by wheels or rollers running on tracks carried by spaced supports specially adapted for particular purposes, e.g. in foundries, forges; combined with auxiliary apparatus serving particular purposes for hoisting or lowering heavy load carriers, e.g. freight containers, railway wagons

Abstract

The invention provides a concrete electric pole arrangement device. Two cross beams are arranged; each cross beam is supported and fixed by two support poles; the lower end of each support pole is provided with two support legs; the lower end of each support leg is connected with an adjustable land spike; the two cross beams are provided with horizontally bearing lifting pulleys; a lifting pole is lifted by the horizontal bearing lifting pulleys below the cross beams, and is provided with two longitudinal bearing lifting pulleys; the lower end of each longitudinal bearing lifting pulley is connected with a lever block; a steel wire rope below each lever block is connected with an electric pole claw. The device lifts the whole electric rods to the appropriate height, and adjusts the electric poles to move vertically, left and right and back and forth, so that the two electric poles are aligned tightly and welded; the problems that in the prior art, the labor and time are wasted, the application is limited, and the safety is poor, urban roads, environmental afforestation or farmland crops are damaged, and the like are solved; the concrete electric pole arrangement device can be applied to the pole arrangement for different construction fields, and is especially suitable for the hillside pole arrangement construction.

Description

A kind of cement electric pole press-rod apparatus

Technical field

The present invention relates to tier pole weldering bar field, be specifically related to a kind of cement electric pole press-rod apparatus.

Background technology

The erection of electric line is the part in power grid construction, and the tier pole of electric pole, docking are important production procedures in line construction with welding, and are also the important steps being related to whole engineering construction quality, construction speed.

Overhead power line construction adopts cement pole, and the advantage of cement pole is that intensity is high, durable in use, takes up an area few.Especially the circuit of remote mountain areas 80%-90% sets up on mountain, adopts the rod construction of line dangerous, adopts the steel tower construction of line expensive, generally all adopts cement electric pole erection.

Because cement electric pole own wt is heavy and transportation problem, a base electric pole adopts two sections of cement poles to Site Welding, and high electric pole is by three joints, and even four joints form, and the quality of welding quality will directly have influence on electric power circuit safe operation.Two sections of electric poles, three sections of electric poles need be lined up yi word pattern during cement electric pole welding, port be alignd tight, ensure welding quality, on hillside, particularly look for one piece of vacant lot very difficult, say nothing of and look for smooth to carry out tier pole.Conventional method has soil-shifting method, sleeper method and crane method, soil-shifting method be hand excavation one is long and narrow on rugged place plane for tier pole, soil-shifting method is time-consuming, often can dig bad by the field bank of peasant, recover field bank pretty troublesome, and peasant easily produces contradiction; Sleeper method is the height and the level that are regulated cement electric pole by sleeper and contract type wooden unit, and the sleeper in the place that the discrepancy in elevation is large is many, and danger is very large; Crane method to be sling by cement pole leveling with crane, and method is simple, and facility are complicated, and costly, do not having the place of highway to construct, crane cannot arrive camp site.In sum, orthodox method exists time-consuming, and application has limitation, poor safety performance, downtown roads, greening environment or farmland, crop etc. is caused to the technical matterss such as comparatively havoc.This device utilizes self can freely regulated feature, is applicable to mountain area tier pole construction, also adapts to level land tier pole construction, solves time-consuming, limitation and uneasiness congruence problem simultaneously.

Summary of the invention

Whole section of electric pole, by providing a kind of cement electric pole press-rod apparatus, is hung suitable height by the application, can the moving forward and backward up and down of free adjustment whole section of electric pole, two sections of electric poles tightly can be alignd, weld.Solving prior art exists time-consuming, and application has limitation, poor safety performance, downtown roads, greening environment or farmland, crop etc. is caused to the technical matterss such as comparatively havoc, can adapt to the tier pole of different workyard, is especially applicable to the tier pole of mountain area electric pole.

For solving the problems of the technologies described above, the application is achieved by the following technical solutions:

A kind of cement electric pole press-rod apparatus, its key is, be provided with two crossbeams, every root crossbeam is fixed by two they sup-port, the lower end of every root strut bar is provided with two feets, the lower end of each described feet is connected with a ground nail, described two crossbeams are provided with horizontal load-bearing Hanging roller, a suspension rod is lifted with by described horizontal load-bearing Hanging roller in the below of described two crossbeams, described suspension rod is provided with two longitudinal load-bearing Hanging rollers, the lower end of each described longitudinal load-bearing Hanging roller is connected with a Lever Blocks, steel rope below each described Lever Blocks is connected with an electric pole pawl.Wherein, two crossbeams hang described suspension rod by horizontal load-bearing Hanging roller, make suspension rod can sway; Utilize on suspension rod two longitudinal load-bearing Hanging rollers to hang two Lever Blocks, whole section of electric pole of can slinging also can move forward and backward.

Further, described strut bar is divided into three sections, strut bar epimere and strut bar hypomere are the steel pipe with internal thread Acme thread, strut bar interlude is the screw mandrel with two-way Acme thread, the centre of this screw mandrel is provided with spanner regulating mechanism, the steel pipe of two sections and the screw mandrel of interlude are threaded connection, by rotating the height of described spanner regulator site this strut bar adjustable.

Further, described two feets are made up of the steel pipe with internal thread Acme thread, two feets of same strut bar lower end are arranged to a shape, the lower end of described ground nail is nail tip, the centre of ground nail is provided with spanner regulating mechanism, the upper end of ground nail, with Acme thread, is connected and fixed by Acme thread between ground nail and described feet.Adjustably follow closely middle spanner regulating mechanism to adapt to uneven ground, by the nail tip of ground nail lower end nail on the ground, to ensure that whole press-rod apparatus does not firmly move; All screw threads all adopt Acme thread structure, can improve its weight capacity.

As the preferred technical scheme of one, tier pole is carried out in the workyard soft in soil property, parallels block can be set below described ground nail, parallels block can be square, circular or other shapes, for increasing the contact surface with ground, the circular hole mated with described ground nail lower end size is provided with, for fixing described ground nail in the centre of parallels block.

As the preferred technical scheme of one, described electric pole pawl is tong-like, and the holding part camber of described electric pole pawl lower end, is provided with rubber pad inside two holding parts, and described steel rope becomes Y shape to be connected with described electric pole pawl upper end.The electric pole pawl of said structure utilizes lever principle, and electric pole pawl is larger to upper pulling force, and the grip of electric pole pawl is also larger.In order to increase friction coefficient, rubber pad can be provided with inside two holding parts.

Compared with prior art, the technical scheme that the application provides, the technique effect had or advantage are: save a large amount of manpower and materials, overcome application limitation, improve leveling efficiency, different workyard can be adapted to and carry out tier pole, especially rugged hillside.

Accompanying drawing explanation

Fig. 1 is structural representation of the present invention;

Fig. 2 is the structural representation of electric pole pawl.

Detailed description of the invention

Whole section of electric pole, by providing a kind of cement electric pole press-rod apparatus, is hung suitable height by the embodiment of the present application, can the moving forward and backward up and down of free adjustment whole section of electric pole, two sections of electric poles tightly can be alignd, weld.Solving prior art exists time-consuming, and application has limitation, poor safety performance, downtown roads, greening environment or farmland, crop etc. is caused to the technical matterss such as comparatively havoc, can adapt to the tier pole of different workyard, is especially applicable to the tier pole of mountain area electric pole.

In order to better understand technique scheme, below in conjunction with Figure of description and concrete embodiment, technique scheme is described in detail.

Embodiment

A kind of cement electric pole press-rod apparatus, as shown in Figure 1, be provided with two crossbeams 1, every root crossbeam 1 supports fixing by two strut bars 2, the lower end of every root strut bar 2 is provided with two feets 3, the lower end of each described feet 3 is connected with a ground nail 4, described two crossbeams 1 are provided with horizontal load-bearing Hanging roller 5, a suspension rod 6 is lifted with by described horizontal load-bearing Hanging roller 5 in the below of described two crossbeams 1, described suspension rod 6 is provided with two longitudinal load-bearing Hanging rollers 7, the lower end of each described longitudinal load-bearing Hanging roller 7 is connected with a Lever Blocks 8, steel rope below each described Lever Blocks 8 is connected with an electric pole pawl 9.Wherein, two steel pipe crossbeams 1 hang described suspension rod 6 by the horizontal load-bearing Hanging roller 5 of load-bearing, make suspension rod 6 can sway; The longitudinal load-bearing Hanging roller 7 utilizing on suspension rod 6 two to weigh hangs two Lever Blocks 8, and whole section of electric pole 11 of can slinging also can move forward and backward.

As the preferred technical scheme of one, described strut bar 2 is divided into three sections, strut bar epimere and strut bar hypomere are the steel pipe with internal thread Acme thread, strut bar interlude is the screw mandrel with two-way Acme thread, the centre of this screw mandrel is provided with spanner regulating mechanism, the steel pipe of two sections and the screw mandrel of interlude are threaded connection, by rotating the height of described spanner regulator site this strut bar 2 adjustable.

As the preferred technical scheme of one, described two feets 3 are made up of the steel pipe with internal thread Acme thread, two feets 3 of same strut bar 2 lower end are arranged to a shape, the lower end of described ground nail 4 is nail tip, the centre of ground nail 4 is provided with spanner regulating mechanism, the upper end of ground nail 4, with Acme thread, is connected and fixed by Acme thread between ground nail 4 and described feet 3.Adjustably follow closely middle spanner regulating mechanism to adapt to uneven ground, by the nail tip of ground nail lower end nail on the ground, to ensure that whole press-rod apparatus does not firmly move; All screw threads all adopt Acme thread structure, can improve its weight capacity.

When two sections of electric poles need to weld on hillside, first one section of electric pole is set level fixing, then use this device to sling another section of electric pole, by regulating the position, top to bottom, left and right, front and rear of electric pole, two sections of electric poles tightly being alignd, welds.

As the preferred technical scheme of one, tier pole is carried out in the workyard soft in soil property, parallels block 10 can be set below described ground nail 4, parallels block 10 can be square, circular or other shapes, for increasing the contact surface with ground, the circular hole 101 mated with described ground nail lower end size is provided with, for fixing ground nail 4 in the centre of parallels block 10.

Be illustrated in figure 2 the structural representation of electric pole pawl, described electric pole pawl 9 is tong-like, and the holding part camber of described electric pole pawl 9 lower end, is provided with rubber pad 91 inside two holding parts, and described steel rope 12 one-tenth Y shape is connected with the upper end of described electric pole pawl 9.The electric pole pawl of said structure utilizes lever principle, and electric pole pawl is larger to upper pulling force, and the grip of electric pole pawl is also larger.In order to increase friction coefficient, rubber pad can be provided with inside two holding parts.

In above-described embodiment of the application, by providing a kind of cement electric pole press-rod apparatus whole section of electric pole to be hung suitable height, can the moving forward and backward up and down of free adjustment whole section of electric pole, two sections of electric poles tightly can be alignd, weld.Solving prior art exists time-consuming, and application has limitation, poor safety performance, downtown roads, greening environment or farmland, crop etc. is caused to the technical matterss such as comparatively havoc, can adapt to the tier pole of different workyard, is especially applicable to the tier pole of mountain area electric pole.

It should be noted that; above-mentioned explanation is not limitation of the present invention; the present invention is also not limited in above-mentioned citing, the change that those skilled in the art make in essential scope of the present invention, modification, interpolation or replacement, also should belong to protection scope of the present invention.

Claims (5)

1. a cement electric pole press-rod apparatus, it is characterized in that, be provided with two crossbeams (1), every root crossbeam (1) supports fixing by two strut bars (2), the lower end of every root strut bar (2) is provided with two feets (3), the lower end of each described feet (3) is connected with a ground nail (4), described two crossbeams (1) are provided with horizontal load-bearing Hanging roller (5), a suspension rod (6) is lifted with by described horizontal load-bearing Hanging roller (5) in the below of described two crossbeams (1), described suspension rod (6) is provided with two longitudinal load-bearing Hanging rollers (7), the lower end of each described longitudinal load-bearing Hanging roller (7) is connected with a Lever Blocks (8), the steel rope (12) of each described Lever Blocks (8) below is connected with an electric pole pawl (9).
2. a kind of cement electric pole press-rod apparatus according to claim 1, it is characterized in that, described strut bar (2) is divided into three sections, strut bar epimere and strut bar hypomere are the steel pipe with internal thread Acme thread, strut bar interlude is the screw mandrel with two-way Acme thread, the centre of this screw mandrel is provided with spanner regulating mechanism, and the steel pipe of two sections and the screw mandrel of interlude are threaded connection, by rotating the height of adjustable this strut bar (2) of described spanner regulator site.
3. a kind of cement electric pole press-rod apparatus according to claim 1, it is characterized in that, described two feets (3) are made up of the steel pipe with internal thread Acme thread, two feets (3) of same strut bar (2) lower end are arranged to a shape, the lower end of described ground nail (4) is nail tip, the centre of ground nail (4) is provided with spanner regulating mechanism, the upper end of ground nail (4), with Acme thread, is connected and fixed by Acme thread between ground nail (4) and described feet (3).
4. a kind of cement electric pole press-rod apparatus according to claim 1, it is characterized in that, parallels block (10) is also provided with below described ground nail (4), the circular hole (101) mated with described ground nail lower end size is provided with, for fixing described ground nail (4) in the centre of parallels block (10).
5. a kind of cement electric pole press-rod apparatus according to claim 1, it is characterized in that, described electric pole pawl (9) is tong-like, the holding part camber of described electric pole pawl (9) lower end, inside two holding parts, be provided with rubber pad (91), described steel rope (12) becomes Y shape to be connected with described electric pole pawl (9) upper end.
CN201510169441.9A 2015-04-10 2015-04-10 A kind of cement electric pole press-rod apparatus CN104773654B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510169441.9A CN104773654B (en) 2015-04-10 2015-04-10 A kind of cement electric pole press-rod apparatus

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Application Number Priority Date Filing Date Title
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CN104773654B CN104773654B (en) 2017-03-08

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105776002A (en) * 2016-04-07 2016-07-20 国网山东省电力公司青州市供电公司 Pole hoisting device
CN106115468A (en) * 2016-08-31 2016-11-16 浙江金洲管道科技股份有限公司 A kind of steel pipe coating line workpiece erecting by overhang
CN107697791A (en) * 2017-09-27 2018-02-16 云南建投第二安装工程公司 A kind of limited large-scale component of lifting condition pushes away certainly without anchor point hangs sliding method for carrying
CN108529526A (en) * 2018-06-25 2018-09-14 海洋石油工程(青岛)有限公司 Extra large work module tilt lacing wire lifts technique in place

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003201087A (en) * 2002-01-11 2003-07-15 Notsu Unso Kk Reversing machine for drainage ditch
CN201560046U (en) * 2009-12-09 2010-08-25 河南省电力公司鹤壁供电公司 Tool for hoisting electric pole
CN202296851U (en) * 2011-10-24 2012-07-04 湖北省秭归县电力公司 Concrete pole assembling and disassembling rack
CN102649206A (en) * 2012-06-05 2012-08-29 柘城县供电有限责任公司 Equipment for arranging and welding poles
CN202670992U (en) * 2012-06-12 2013-01-16 河南省电力公司焦作供电公司 Rod hoisting device
CN103350967A (en) * 2013-05-30 2013-10-16 河南省电力公司信阳供电公司 Electric pole hosting apparatus
CN104045014A (en) * 2014-06-14 2014-09-17 国家电网公司 Pole arraying frame for pole welding
CN204529148U (en) * 2015-04-10 2015-08-05 国网重庆云阳县供电有限责任公司 Cement electric pole press-rod apparatus

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003201087A (en) * 2002-01-11 2003-07-15 Notsu Unso Kk Reversing machine for drainage ditch
CN201560046U (en) * 2009-12-09 2010-08-25 河南省电力公司鹤壁供电公司 Tool for hoisting electric pole
CN202296851U (en) * 2011-10-24 2012-07-04 湖北省秭归县电力公司 Concrete pole assembling and disassembling rack
CN102649206A (en) * 2012-06-05 2012-08-29 柘城县供电有限责任公司 Equipment for arranging and welding poles
CN202670992U (en) * 2012-06-12 2013-01-16 河南省电力公司焦作供电公司 Rod hoisting device
CN103350967A (en) * 2013-05-30 2013-10-16 河南省电力公司信阳供电公司 Electric pole hosting apparatus
CN104045014A (en) * 2014-06-14 2014-09-17 国家电网公司 Pole arraying frame for pole welding
CN204529148U (en) * 2015-04-10 2015-08-05 国网重庆云阳县供电有限责任公司 Cement electric pole press-rod apparatus

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105776002A (en) * 2016-04-07 2016-07-20 国网山东省电力公司青州市供电公司 Pole hoisting device
CN106115468A (en) * 2016-08-31 2016-11-16 浙江金洲管道科技股份有限公司 A kind of steel pipe coating line workpiece erecting by overhang
CN107697791A (en) * 2017-09-27 2018-02-16 云南建投第二安装工程公司 A kind of limited large-scale component of lifting condition pushes away certainly without anchor point hangs sliding method for carrying
CN107697791B (en) * 2017-09-27 2019-04-19 云南建投第二安装工程公司 A kind of limited large-scale component of lifting condition hangs sliding method for carrying from pushing away without anchor point
CN108529526A (en) * 2018-06-25 2018-09-14 海洋石油工程(青岛)有限公司 Extra large work module tilt lacing wire lifts technique in place

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