CN205976698U - Mechanical type pole setting device - Google Patents
Mechanical type pole setting device Download PDFInfo
- Publication number
- CN205976698U CN205976698U CN201620943070.5U CN201620943070U CN205976698U CN 205976698 U CN205976698 U CN 205976698U CN 201620943070 U CN201620943070 U CN 201620943070U CN 205976698 U CN205976698 U CN 205976698U
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- China
- Prior art keywords
- shaft tower
- base
- mechanical type
- adjusting screw
- turbine
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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
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Abstract
The utility model relates to a mechanical type pole setting device, it includes the base, is provided with two stationary mast on the base, the last adjusting screw that is provided with of stationary mast is provided with longitudinal arrangement's underdrive axle between two stationary mast's the hypomere, the anterior segment and the back end of underdrive axle are connected with adjusting screw through worm gear's reduction gear respectively, adjusting screw's top is provided with the elevating platform, be provided with longitudinal arrangement's last transmission shaft between two elevating platforms, be provided with transversal arrangement's threaded connecting rod on the elevating platform, it is connected with threaded connecting rod through worm gear's reduction gear respectively to go up the anterior segment and the back end of transmission shaft, threaded connecting rod is rather than the turbine meshing of below, the output of turbine is inboard towards stationary mast, the output of turbine is connected with movable support arm left, be provided with at least two sets of standard bar tower anchor clamps between two movable support arms. The utility model discloses it is convenient fast that mechanical type pole setting device has the installation, practices thrift the advantage of manpower.
Description
Technical field
This utility model is related 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, strong influence is created to the productive life of people.For power system, these serious natural disasters
Often result in transmission line of electricity and fall tower（Bar）, the major accident such as broken string, the serious safe operation threatening 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 calamity 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 lead to transmission line of electricity, main grid structure occurs the event of falling tower in succession on a large scale, and fault adds up
6767, stoppage in transit circuit, causes transformer station to stop transport 831.
Electrical network salvaging is very urgent, but the carrying that material rushed to repair by shaft tower etc. has become the bottleneck rushed to repair.Therefore seek one
Kind of quality is little, intensity is high, convenient transportation, good weatherability, adapt to mountain area power construction Novel electric pole particularly important, thus coming more
The problems such as benefit reinforced concrete pole build heaviness, transport difficult, tower material burn into shaft crack, trip-out rate are high.
Content of the invention
The purpose of this utility model is to overcome above-mentioned deficiency, provides a kind of installation rapid and convenient, labor-saving machinery
Formula device for erecting pole.
The purpose of this utility model is realized in：
A kind of mechanical type device for erecting pole, it includes base, and base is provided with two vertical columns being vertically arranged in front and back,
It is provided with pre-buried shaft tower anchor ear between the hypomere of two vertical columns, described vertical columns are provided with the regulation spiral shell being vertically arranged
Bar, is 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
It is provided with 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
The top of adjusting 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 is stretched
The two ends going out lifting 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
It is connected with whorl brace rod by the decelerator of worm and gear respectively with back segment, whorl brace rod is engaged with turbine below,
Towards inside vertical columns, the outfan of turbine is connected with movable arms to the outfan of turbine to the left, between two movable arms
It is provided with least two standard sets shaft tower fixture；
The trundle of folding is provided with 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 beneficial effects of the utility model are：
This utility model compound polyurethane material electric pole quality is little, intensity is high, can go up high mountain, can across valley, adapt to mountain area
The needs of power construction, compound polyurethane material electric pole, 12 meters of weight is only 200 kilograms about, and its fracture moment of flexure exceedes
280KNm, though therefore 60m/s Super Typhoon, wire icing thickness more than under the attached greatly ice operating mode of 70mm, also can deal with from
As a look of fear not.Compound polyurethane material electric pole is easily installed, and is suitable for mountain area area and uses；Compound polyurethane material electric pole
Even if in mountain area, as long as also 6 people achieve that carrying and install, the significantly cost-effective and time.Compound polyurethane material electric pole
Good All-around Property, can effectively resist the natural disasters such as Super Typhoon, big thickness icing, accumulated snow, mud-rock flow, can effectively carry
The normal operational support coefficient of high electrical network.This utility model mechanical type device for erecting pole has installation rapid and convenient, labor-saving excellent
Point.
Brief description
Fig. 1 is the structural representation of compound polyurethane material electric pole.
Fig. 2 is the front view of mechanical type device for erecting pole when movable arms are horizontally disposed.
Fig. 3 is the top view of mechanical type device for erecting pole when movable arms are horizontally disposed.
The side view of mechanical type device for erecting pole when Fig. 4 is vertically arranged for movable arms.
Fig. 5 is intended to schematic diagram when holding standard shaft tower tightly for standard shaft tower fixture.
Schematic diagram when standard shaft tower is held tightly by Fig. 6 for standard shaft tower fixture.
Fig. 7 is schematic diagram when standard shaft tower is connected with standard shaft tower fixture during mechanical type device for erecting pole operation.
Fig. 8 is the schematic diagram of standard shaft tower transverse state during mechanical type device for erecting pole operation.
Fig. 9 is the standard shaft tower oblique schematic diagram lifting during mechanical type device for erecting pole operation.
Figure 10 is the schematic diagram of standard shaft tower kinestate straight down during mechanical type device for erecting pole operation.
Figure 11 is the schematic diagram that during mechanical type device for erecting pole operation, standard shaft tower moves downwardly to 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
3.5th, 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, activity
Arm 3.12, standard shaft tower fixture 3.13.
Specific embodiment
Referring to Fig. 1, a kind of compound polyurethane material electric pole 1 that this utility model is related to, it include 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 goes up greatly little cone cylinder structure, described pre-buried bar
The lower semisection of tower 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, mark
Both are fastened by multiple bolts 1.4 in both socket places by quasi- shaft tower 1.2 with pre-buried shaft tower 1.1, standard shaft tower 1.2 interior
Wall is filled with bonding agent with the outer wall of pre-buried shaft tower 1.1 in both socket places.The hollow position suitable for reading of pre-buried shaft tower 1.1 is provided with
Universal level-metre, Universal level-metre is used for detecting the perpendicularity of pre-buried shaft tower 1.1.
A kind of mounting structure of compound polyurethane material electric pole, the earth's surface in installation place digs the hole of deep 2000mm, in hole
Pour basis 1.3, basis 1.3 is provided with the deep plug-in opening of 1500mm, the lower mouth chi of the bore of plug-in opening and pre-buried shaft tower 1.1
Very little consistent, plug 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-
Bury 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 preferably pre-buried shaft tower 1.1 height of one kind 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, plug pre-buried shaft tower in basis
Pre-buried shaft tower is inserted in basis, carries out the regulation of perpendicularity by the Universal level-metre on pre-buried shaft tower, adopt
With inserts, the gap between pre-buried shaft tower and basis is filled with it is ensured that the perpendicularity of pre-buried shaft tower；
Step 3, in the sheathed standard shaft tower in pre-buried shaft tower upper end
Standard shaft tower is vertically lifted using mechanical type device for erecting pole 3, then the lower end of standard shaft tower is sheathed on pre-buried
Shaft tower upper end, sheathed front elder generation coats bonding agent in pre-buried shaft tower upper end outer wall, then puts down standard shaft tower, until standard shaft tower
Contact consolidation with pre-buried shaft tower, finally by multiple bolts, pre-buried shaft tower and standard shaft tower are fastened.
Referring to 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
The trundle that can fold is provided with 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 coincide with pre-buried shaft tower profile half
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 3.3 hypomere, described vertical columns 3.3 are provided with the adjusting screw rod 3.4 being vertically arranged,
It is provided with the lower drive shaft 3.5 being longitudinally arranged, lower drive shaft 3.5 stretches out vertical columns between the hypomere of two vertical columns 3.3
3.3 two ends 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, thus setting about by the decelerator of worm and gear respectively
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
It is provided with the whorl brace rod 3.10 of lateral arrangement, the leading portion of upper power transmission shaft 3.8 and back segment pass through worm and gear respectively on 3.7
Decelerator is connected with whorl brace rod 3.10, and whorl brace rod 3.10 is engaged with turbine 3.11 below, turbine 3.11 defeated
Go out end towards inside vertical columns 3.3, the outfan of turbine 3.11 is connected with movable arms 3.12, two movable arms to the left
It is provided with least two standard sets shaft tower fixture 3.13 between 3.12.
Referring to Fig. 7 ~ Figure 11, step 3 adopts the job step of mechanical type device for erecting pole 3 as follows：
1st, open the trundle of folding, by mobile for mechanical type device for erecting pole to pre-buried shaft tower, the base breach of base with
The outer wall para-position of pre-buried shaft tower, then pre-buried shaft tower anchor ear pre-buried shaft tower is held tightly, steel is squeezed into by location hole prefabricated on base
Pricker is thus firm banking；
2nd, referring to Fig. 7, adjust lower handwheel and make lifting platform be in low level, in regulation, handwheel makes movable arms be in lodging
State, is fixed on the lower end of standard shaft tower to be installed in two movable arms by standard shaft tower fixture；
3rd, referring to Fig. 8 ~ Figure 10, in regulation, handwheel makes movable arms be in vertical state, and now standard shaft tower is located in advance
Bury directly over shaft tower, coat bonding agent in pre-buried shaft tower upper end outer wall, referring to Figure 11, then adjust lower handwheel, lifting platform declines,
Movable arms are vertically lowered so that standard shaft tower lower end is sheathed on pre-buried shaft tower upper end, release the standard shaft tower on standard shaft tower
The constraint of fixture, standard shaft tower is fallen and relies on deadweight to be tightly sleeved with pre-buried shaft tower, finally by multiple bolts by pre-buried shaft tower
With the fastening of standard shaft tower；
4th, adjusting lower handwheel makes lifting platform be in low level, and in regulation, handwheel makes movable arms be in lodging state, tears open
Except the constraint of pre-buried shaft tower fixture, act the fixing drill rod of base plate, pack up base.
Claims (3)
1. a kind of mechanical type device for erecting pole is it is characterised in that it includes base（3.1）, base（3.1）On be provided with before and after vertical
Two vertical columns of arrangement（3.3）, two vertical columns（3.3）Hypomere between be provided with pre-buried shaft tower anchor ear, described solid
Determine column（3.3）On be provided with the adjusting screw rod being vertically arranged（3.4）, two vertical columns（3.3）Hypomere between be provided with
The lower drive shaft being longitudinally arranged（3.5）, lower drive shaft（3.5）Stretch out vertical columns（3.3）Two ends be provided with lower handwheel
（3.6）, lower drive shaft（3.5）Leading portion and back segment respectively by the decelerator of worm and gear and adjusting screw rod（3.4）Connect, institute
State adjusting screw rod（3.4）Top be provided with lifting platform（3.7）, two lifting platforms（3.7）Between be provided be longitudinally arranged upper
Power transmission shaft（3.8）, upper power transmission shaft（3.8）Stretch out lifting platform（3.7）Two ends be provided with handwheel（3.9）, lifting platform（3.7）On
It is provided with the whorl brace rod of lateral arrangement（3.10）, upper power transmission shaft（3.8）Leading portion and back segment pass through worm and gear respectively
Decelerator and whorl brace rod（3.10）Connect, whorl brace rod（3.10）With turbine below（3.11）Engagement, turbine
（3.11）Outfan towards vertical columns（3.3）Inner side, turbine（3.11）Outfan be connected with movable arms to the left
（3.12）, two movable arms（3.12）Between be provided with least two standard sets shaft tower fixture（3.13）.
2. a kind of mechanical type device for erecting pole according to claim 1 it is characterised in that：Described base（3.1）On be provided with
The trundle folding.
3. a kind of mechanical type device for erecting pole according to claim 1 it is characterised in that：Described base（3.1）Middle part open
It is provided with base breach（3.2）, base breach（3.2）Extend to base to the left（3.1）Left hand edge, base breach（3.2）The right side
Edge shape is the semicircle coincideing with pre-buried shaft tower profile.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620943070.5U CN205976698U (en) | 2016-08-25 | 2016-08-25 | Mechanical type pole setting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620943070.5U CN205976698U (en) | 2016-08-25 | 2016-08-25 | Mechanical type pole setting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205976698U true CN205976698U (en) | 2017-02-22 |
Family
ID=58035148
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620943070.5U Expired - Fee Related CN205976698U (en) | 2016-08-25 | 2016-08-25 | Mechanical type pole setting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205976698U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193781A (en) * | 2016-08-25 | 2016-12-07 | 无锡市同腾复合材料有限公司 | Mechanical type device for erecting pole |
-
2016
- 2016-08-25 CN CN201620943070.5U patent/CN205976698U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193781A (en) * | 2016-08-25 | 2016-12-07 | 无锡市同腾复合材料有限公司 | Mechanical type device for erecting pole |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170222 Termination date: 20210825 |