CN106193781A - Mechanical type device for erecting pole - Google Patents
Mechanical type device for erecting pole Download PDFInfo
- Publication number
- CN106193781A CN106193781A CN201610724761.0A CN201610724761A CN106193781A CN 106193781 A CN106193781 A CN 106193781A CN 201610724761 A CN201610724761 A CN 201610724761A CN 106193781 A CN106193781 A CN 106193781A
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- CN
- China
- Prior art keywords
- shaft tower
- vertical columns
- base
- type device
- mechanical type
- 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.)
- Granted
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/34—Arrangements for erecting or lowering towers, masts, poles, chimney stacks, or the like
Abstract
A kind of mechanical type device for erecting pole that the present invention relates to, it includes base, two vertical columns it are provided with on base, it is provided with adjusting screw rod on described vertical columns, the lower drive shaft being longitudinally arranged it is provided with between the hypomere of two vertical columns, the leading portion of lower drive shaft and back segment are connected with adjusting screw rod by the decelerator of worm and gear respectively, the top of described adjusting screw rod is provided with lifting platform, the upper power transmission shaft being longitudinally arranged it is provided with between two lifting platforms, the whorl brace rod of lateral arrangement it is provided with on lifting platform, the leading portion of upper power transmission shaft and back segment are connected with whorl brace rod by the decelerator of worm and gear respectively, whorl brace rod engages with turbine below, the outfan of turbine is towards inside vertical columns, the outfan of turbine connects to the left movable arms, at least two standard sets shaft tower fixture it is provided with between two movable arms.Mechanical type device for erecting pole of the present invention has installation rapid and convenient, labor-saving advantage.
Description
Technical field
The present invention relates to a kind of mechanical type device for erecting pole.
Background technology
In recent years, due to reasons such as EI Nino phenomena, the natural disaster such as various icing, accumulated snow, mud-rock flow, Super Typhoon
Frequently occur, the productive life of people is created strong influence.For power system, these serious natural disasters
Often result in transmission line of electricity and fall the major accidents such as tower (bar), broken string, the safe operation of serious threat electrical network.Nearly more than 50 years both at home and abroad
Thousand of times of all kinds of natural disaster accidents that electrical network occurs, cause huge loss, with the southern ice and snow sleet calamities of 2008 as allusion quotation
Type.Big snow disaster in the middle and lower reach of Yangtze River caused transmission line of electricity large area disastrous accident at that time, brought huge to national economy
Loss, 169 counties have a power failure, and because ice damage, snow disaster cause transmission line of electricity main grid structure on a large scale that the event of falling tower occurs in succession, fault adds up
6767, stoppage in transit circuit, causes transformer station to stop transport 831.
Electrical network salvaging is very urgent, but the carrying of the repairing material such as shaft tower has become the bottleneck of repairing.Therefore one is sought
Kind quality is little, intensity is high, convenient transportation, good weatherability, the power construction of adaptation mountain area Novel electric pole particularly important, thus come more
Mend the problems such as reinforced concrete pole build heaviness, transport difficult, tower material burn into shaft crack, trip-out rate height.
Summary of the invention
It is an object of the invention to overcome above-mentioned deficiency, it is provided that a kind of installation rapid and convenient, labor-saving mechanical type stands
Lever apparatus.
The object of the present invention is achieved like this:
A kind of mechanical type device for erecting pole, it includes base, and base is provided with two vertical columns being front and back vertically arranged, two
It is provided with pre-buried shaft tower anchor ear between the hypomere of vertical columns, described vertical columns is provided with the adjusting screw rod being vertically arranged,
Being provided with the lower drive shaft being longitudinally arranged between the hypomere of two vertical columns, lower drive shaft stretches out the two ends of vertical columns and arranges
Having lower handwheel, the leading portion of lower drive shaft and back segment are connected with adjusting screw rod by the decelerator of worm and gear respectively, described regulation
The top of screw rod is provided with lifting platform, is provided with the upper power transmission shaft being longitudinally arranged between two lifting platforms, and upper power transmission shaft stretches out liter
The two ends of fall platform are provided with handwheel, and lifting platform is provided with the whorl brace rod of lateral arrangement, the leading portion of upper power transmission shaft and after
Section is connected with whorl brace rod by the decelerator of worm and gear respectively, and whorl brace rod engages with turbine below, turbine
Outfan towards inside vertical columns, the outfan of turbine connects to the left movable arms, arranges between two movable arms
There is at least two standard sets shaft tower fixture;
The trundle of folding it is provided with on described base.
The middle part of described base offers base breach, and base breach extends to the left hand edge of base, base breach to the left
Right hand edge be shaped as with pre-buried shaft tower profile coincide semicircle.
Compared with prior art, the invention has the beneficial effects as follows:
Compound polyurethane material electric pole quality of the present invention is little, intensity is high, can go up high mountain, can across valley, adapt to mountain area power construction
Needs, compound polyurethane material electric pole, the weight of 12 meters is only about 200 kilograms, and its fracture moment of flexure is more than 280KNm, because of
Even if this more than under the big attached ice operating mode of 70mm at 60m/s Super Typhoon, wire icing thickness, also can handle a situation with ease, not fear
Color.Compound polyurethane material electric pole is easily installed, and is suitable for area, mountain area and uses;Even if compound polyurethane material electric pole is on mountain
District, as long as also 6 people achieve that carrying and install, the most cost-effective and time.The excellence of compound polyurethane material electric pole is combined
Close performance, can effectively resist the natural disasters such as Super Typhoon, big thickness icing, accumulated snow, mud-rock flow, electrical network can be effectively improved just
Often operational support coefficient.Mechanical type device for erecting pole of the present invention has installation rapid and convenient, labor-saving advantage.
Accompanying drawing explanation
Fig. 1 is the structural representation of compound polyurethane material electric pole.
Fig. 2 be movable arms horizontally disposed time mechanical type device for erecting pole front view.
Fig. 3 be movable arms horizontally disposed time mechanical type device for erecting pole top view.
Fig. 4 is movable arms side view of mechanical type device for erecting pole when being vertically arranged.
Fig. 5 is that standard shaft tower fixture is intended to schematic diagram when being held tightly by standard shaft tower.
Fig. 6 is standard shaft tower fixture schematic diagram when being held tightly by standard shaft tower.
Schematic diagram when standard shaft tower is connected with standard shaft tower fixture when Fig. 7 is mechanical type device for erecting pole operation.
The schematic diagram of standard shaft tower transverse state when Fig. 8 is mechanical type device for erecting pole operation.
The standard shaft tower oblique schematic diagram lifted when Fig. 9 is mechanical type device for erecting pole operation.
The schematic diagram of standard shaft tower kinestate straight down when Figure 10 is mechanical type device for erecting pole operation.
When Figure 11 is mechanical type device for erecting pole operation, standard shaft tower moves downwardly to the schematic diagram of lowest part.
Wherein:
Compound polyurethane material electric pole 1, pre-buried shaft tower 1.1, standard shaft tower 1.2, basis 1.3, bolt 1.4
Mechanical type device for erecting pole 3, base 3.1, base breach 3.2, vertical columns 3.3, adjusting screw rod 3.4, lower drive shaft 3.5,
Lower handwheel 3.6, lifting platform 3.7, upper power transmission shaft 3.8, upper handwheel 3.9, whorl brace rod 3.10, turbine 3.11, movable arms
3.12, standard shaft tower fixture 3.13.
Detailed description of the invention
Seeing Fig. 1, a kind of compound polyurethane material electric pole 1 that the present invention relates to, it includes pre-buried shaft tower 1.1 and standard
Shaft tower 1.2, described pre-buried shaft tower 1.1 and standard shaft tower 1.2 are lower big little cone cylinder structure, described pre-buried shaft tower
The lower semisection of 1.1 is embedded in basis 1.3, and the lower end of described standard shaft tower 1.2 is sheathed on the upper end of pre-buried shaft tower 1.1, standard
Both are fastened by multiple bolts 1.4 at both socket places by shaft tower 1.2 with pre-buried shaft tower 1.1, the inwall of standard shaft tower 1.2
It is filled with bonding agent at both socket places with the outer wall of pre-buried shaft tower 1.1.The hollow position suitable for reading of pre-buried shaft tower 1.1 is provided with ten thousand
To level indicator, Universal level-metre is for detecting the perpendicularity of pre-buried shaft tower 1.1.
The mounting structure of a kind of compound polyurethane material electric pole, digs the hole of deep 2000mm on the earth's surface of installation place, in hole
Pour basis 1.3, basis 1.3 is provided with the end opening chi of the deep plug-in opening of 1500mm, the bore of plug-in opening and pre-buried shaft tower 1.1
Very little unanimously plugging pre-buried shaft tower 1.1 in plug-in opening, the lower semisection of described pre-buried shaft tower 1.1 is embedded in basis 1.3, described pre-
Burying lower semisection on shaft tower 1.1 to stretch out above basis 1.3, the lower end of described standard shaft tower 1.2 is sheathed on the upper of pre-buried shaft tower 1.1
End, standard shaft tower 1.2 is 500mm with the socket place height of pre-buried shaft tower 1.1, as one preferred pre-buried shaft tower 1.1 height is
3000mm, standard shaft tower 1.2 height is 12000 ~ 15000mm.
A kind of mechanical pole type installation method of compound polyurethane material electric pole:
Step one, digging pit pours basis
Step 2, in basis, plug pre-buried shaft tower
Being inserted in basis by pre-buried shaft tower, carried out the regulation of perpendicularity by the Universal level-metre on pre-buried shaft tower, employing is filled out
Gap between pre-buried shaft tower and basis is filled with by charge, it is ensured that the perpendicularity of pre-buried shaft tower;
Step 3, at pre-buried shaft tower upper end sheathed standard shaft tower
Standard shaft tower employing mechanical type device for erecting pole 3 is vertically lifted, then the lower end of standard shaft tower is sheathed on pre-buried shaft tower
Upper end, sheathed before first coat bonding agent at pre-buried shaft tower upper end outer wall, then standard shaft tower is put down, until standard shaft tower is with pre-
Bury shaft tower contact consolidation, finally by multiple bolts, pre-buried shaft tower and standard shaft tower are fastened.
Seeing Fig. 2 ~ Fig. 6, described mechanical type device for erecting pole 3 includes base 3.1, and described base 3.1 is rectangular configuration, described
Being provided with the trundle that can fold on base 3.1, the middle part of described base 3.1 offers base breach 3.2, base breach
3.2 left hand edges extending to base 3.1 to the left, the right hand edge of base breach 3.2 is shaped as half coincide with pre-buried shaft tower profile
Circle, the base 3.1 of base breach 3.2 fore-and-aft direction is provided with the vertical columns 3.3 being vertically arranged, two vertical columns
It is provided with pre-buried shaft tower anchor ear between the hypomere of 3.3, described vertical columns 3.3 is provided with the adjusting screw rod 3.4 being vertically arranged,
Being provided with the lower drive shaft 3.5 being longitudinally arranged between the hypomere of two vertical columns 3.3, lower drive shaft 3.5 stretches out vertical columns
The two ends of 3.3 are provided with lower handwheel 3.6, and the leading portion of lower drive shaft 3.5 and back segment are arranged at the step of vertical columns 3.3
On, the leading portion of lower drive shaft 3.5 and back segment are connected with adjusting screw rod 3.4 by the decelerator of worm and gear respectively, thus set about
The power of wheel 3.6 passes to adjusting screw rod 3.4 through lower drive shaft 3.5.The top of described adjusting screw rod 3.4 is provided with lifting platform
3.7, it is provided with the upper power transmission shaft 3.8 being longitudinally arranged between two lifting platforms 3.7, upper power transmission shaft 3.8 stretches out the two of lifting platform 3.7
End is provided with handwheel 3.9, and the leading portion of upper power transmission shaft 3.8 and back segment are arranged on the top chock of lifting platform 3.7, lifting platform
Being provided with the whorl brace rod 3.10 of lateral arrangement on 3.7, the leading portion of upper power transmission shaft 3.8 and back segment are respectively by worm and gear
Decelerator is connected with whorl brace rod 3.10, and whorl brace rod 3.10 engages with turbine 3.11 below, turbine 3.11 defeated
Going out to hold inside vertical columns 3.3, the outfan of turbine 3.11 connects to the left movable arms 3.12, two movable arms
At least two standard sets shaft tower fixture 3.13 it is provided with between 3.12.
Seeing Fig. 7 ~ Figure 11, the job step of step 3 employing mechanical type device for erecting pole 3 is as follows:
1, opening the trundle of folding, moved to pre-buried shaft tower by mechanical type device for erecting pole, the base breach of base is with pre-buried
The outer wall para-position of shaft tower, pre-buried shaft tower held tightly by the most pre-buried shaft tower anchor ear, by hole, prefabricated location on base squeeze into drill rod from
And firm banking;
2, seeing Fig. 7, the lower handwheel of regulation makes lifting platform be in low level, and in regulation, handwheel makes movable arms be in lodging shape
State, is fixed on the lower end of standard shaft tower to be installed in two movable arms by standard shaft tower fixture;
3, seeing Fig. 8 ~ Figure 10, in regulation, handwheel makes movable arms be in vertical state, and now standard shaft tower is positioned at pre-buried bar
Directly over tower, coating bonding agent at pre-buried shaft tower upper end outer wall, see Figure 11, then the lower handwheel of regulation, lifting platform declines, movable
Support arm is vertically lowered so that standard shaft tower lower end is sheathed on pre-buried shaft tower upper end, releases the standard shaft tower fixture on standard shaft tower
Constraint, standard shaft tower fall rely on deadweight be tightly sleeved with pre-buried shaft tower, finally by multiple bolts by pre-buried shaft tower and mark
Quasi-shaft tower fastens;
4, the lower handwheel of regulation makes lifting platform be in low level, and in regulation, handwheel makes movable arms be in lodging state, removes pre-
Bury the constraint of shaft tower fixture, trip out the fixing drill rod of base plate, pack up base.
Claims (3)
1. a mechanical type device for erecting pole, it is characterised in that it includes base (3.1), vertical before and after base (3.1) is provided with
Two vertical columns (3.3) arranged, are provided with pre-buried shaft tower anchor ear between the hypomere of two vertical columns (3.3), described solid
Determine on column (3.3), to be provided with the adjusting screw rod (3.4) being vertically arranged, be provided with between the hypomere of two vertical columns (3.3)
The lower drive shaft (3.5) being longitudinally arranged, lower drive shaft (3.5) stretches out the two ends of vertical columns (3.3) and is provided with lower handwheel
(3.6), the leading portion of lower drive shaft (3.5) and back segment are connected with adjusting screw rod (3.4) by the decelerator of worm and gear respectively, institute
The top stating adjusting screw rod (3.4) is provided with lifting platform (3.7), is provided be longitudinally arranged upper between two lifting platforms (3.7)
Power transmission shaft (3.8), upper power transmission shaft (3.8) stretches out the two ends of lifting platform (3.7) and is provided with handwheel (3.9), on lifting platform (3.7)
Being provided with the whorl brace rod (3.10) of lateral arrangement, the leading portion of upper power transmission shaft (3.8) and back segment are respectively by worm and gear
Decelerator is connected with whorl brace rod (3.10), and whorl brace rod (3.10) engages with turbine (3.11) below, turbine
(3.11) outfan is towards vertical columns (3.3) inner side, and the outfan of turbine (3.11) connects to the left movable arms
(3.12), it is provided with at least two standard sets shaft tower fixture (3.13) between two movable arms (3.12).
A kind of mechanical type device for erecting pole the most according to claim 1, it is characterised in that: described base is provided with on (3.1)
The trundle folded.
A kind of mechanical type device for erecting pole the most according to claim 1, it is characterised in that: the middle part of described base (3.1) is opened
Being provided with base breach (3.2), base breach (3.2) extends to the left hand edge of base (3.1), the right side of base breach (3.2) to the left
Edge shape is the semicircle coincideing with pre-buried shaft tower profile.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610724761.0A CN106193781B (en) | 2016-08-25 | 2016-08-25 | Mechanical device for erecting pole |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610724761.0A CN106193781B (en) | 2016-08-25 | 2016-08-25 | Mechanical device for erecting pole |
Publications (2)
Publication Number | Publication Date |
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CN106193781A true CN106193781A (en) | 2016-12-07 |
CN106193781B CN106193781B (en) | 2018-05-29 |
Family
ID=57524636
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201610724761.0A Active CN106193781B (en) | 2016-08-25 | 2016-08-25 | Mechanical device for erecting pole |
Country Status (1)
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CN (1) | CN106193781B (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107248264A (en) * | 2017-06-28 | 2017-10-13 | 依塔科技有限公司 | A kind of debris flow early-warning device and method for early warning |
CN110984675A (en) * | 2019-12-19 | 2020-04-10 | 吴乾臻 | Pole erecting device for electric power laying and using method thereof |
Citations (6)
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GB190910639A (en) * | 1909-05-05 | 1909-12-23 | Seneca George Milton | Improvements in Pulling Machines. |
US5794387A (en) * | 1997-03-20 | 1998-08-18 | Musco Corporation | Device and method to lift and manipulate poles which are mounted onto a base |
WO2000063512A1 (en) * | 1999-04-20 | 2000-10-26 | Abacus Holdings Limited | Column counterbalancing apparatus |
CN105298207A (en) * | 2015-11-13 | 2016-02-03 | 高世龙 | Self-loading and unloading tool car for power grid telegraph pole erecting and construction method thereof |
CN105442931A (en) * | 2015-11-13 | 2016-03-30 | 熊达煜 | Power-grid telegraph-pole erecting self-loading-unloading device and construction method thereof |
CN205976698U (en) * | 2016-08-25 | 2017-02-22 | 无锡市同腾复合材料有限公司 | Mechanical type pole setting device |
-
2016
- 2016-08-25 CN CN201610724761.0A patent/CN106193781B/en active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB190910639A (en) * | 1909-05-05 | 1909-12-23 | Seneca George Milton | Improvements in Pulling Machines. |
US5794387A (en) * | 1997-03-20 | 1998-08-18 | Musco Corporation | Device and method to lift and manipulate poles which are mounted onto a base |
WO2000063512A1 (en) * | 1999-04-20 | 2000-10-26 | Abacus Holdings Limited | Column counterbalancing apparatus |
CN105298207A (en) * | 2015-11-13 | 2016-02-03 | 高世龙 | Self-loading and unloading tool car for power grid telegraph pole erecting and construction method thereof |
CN105442931A (en) * | 2015-11-13 | 2016-03-30 | 熊达煜 | Power-grid telegraph-pole erecting self-loading-unloading device and construction method thereof |
CN205976698U (en) * | 2016-08-25 | 2017-02-22 | 无锡市同腾复合材料有限公司 | Mechanical type pole setting device |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107248264A (en) * | 2017-06-28 | 2017-10-13 | 依塔科技有限公司 | A kind of debris flow early-warning device and method for early warning |
CN110984675A (en) * | 2019-12-19 | 2020-04-10 | 吴乾臻 | Pole erecting device for electric power laying and using method thereof |
CN110984675B (en) * | 2019-12-19 | 2020-12-22 | 吴乾臻 | Pole erecting device for electric power laying and using method thereof |
Also Published As
Publication number | Publication date |
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CN106193781B (en) | 2018-05-29 |
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