CN105003118B - A kind of pole for assembling power transmission tower - Google Patents
A kind of pole for assembling power transmission tower Download PDFInfo
- Publication number
- CN105003118B CN105003118B CN201510445829.7A CN201510445829A CN105003118B CN 105003118 B CN105003118 B CN 105003118B CN 201510445829 A CN201510445829 A CN 201510445829A CN 105003118 B CN105003118 B CN 105003118B
- Authority
- CN
- China
- Prior art keywords
- pole
- tower
- lifting
- power transmission
- strut
- 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.)
- Active
Links
Classifications
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Electric Cable Installation (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The present invention relates to a kind of poles for assembling power transmission tower, the power transmission tower includes vertically arranged tower body and the cross-arm that is horizontally installed on the tower body, the pole is made of upper end segment, standard knot and the lower end segment set gradually from top to bottom, and the pole is equipped with the bracing wire being connect with the power transmission tower；It is connected with rectangle connector between the upper end segment, standard knot and lower end segment, the section of the standard knot is as the rectangle rack being made of inclined tube adjacent between vertically arranged supervisor and the supervisor；The bracing wire extends to tower body from the pole top, is supported therebetween with the horizontally arranged strut in power transmission tower.Technical solution provided by the invention had not only solved the problems, such as that the landing bracing wire angle with horizontal plane of existing pole was excessive, but also had the advantages that light-weight, stable, easy carry.
Description
Technical field
The present invention relates to a kind of pole, in particular to a kind of poles for assembling power transmission tower.
Background technology
A kind of lifting gear used when pole is hanging device.Pole mainly has two kinds of tubular type and lattice, same
Lattice type pole is lighter than the dead weight of monomer pillar under bearing capacity, and longitudinal stability is good, and bending strength is big, and lateral deformation is small.So
Lattice type pole is applied compared with more extensively.
Existing lattice type pole material is generally using having steel standard knot and aluminum standard section.Steel density is big, uses
Its manufactured pole is heavier, is unfavorable for assembling and disassembling and carry, especially the peace in the mountain area of topography complexity and the area of bad environments
Dress and carrying are more difficult.Aluminium density is relatively small, and manufactured pole intensity is low, is easily damaged.And aluminium lattice is embraced
Bar needs and flanged joint, and weight, which increases, after connection is equally not easy to install and carry；With the progress of material science, glass fibers
It ties up reinforced resin based composites, that is, fiberglass and is gradually applied to pole, but fiberglass pole has the disadvantage that：
(1) elasticity modulus is low：The modular ratio steel of fiberglass is 5 times small, and rigidity is relatively low.
(2) the heatproof phase is short：Fiberglass cannot generally be used for a long time at high temperature, such as general of general purpose polyester fiberglass exists
100 DEG C used below；Universal fiber glass epoxy is only at 60 DEG C or more, and intensity is decreased obviously.
(3) easy to aging：Loss of properties on aging under the conditions ofs ultraviolet light, wind sand sleet, chemical mediator, mechanical stress etc..
For this reason, it may be necessary to a kind of pole for assembling power transmission tower is provided, it is stable, easy to reduce pole weight, enhancing structure
In transport, reduces manufacturing cost and improve use scope.
Invention content
The above problem to be solved is realized by following technical proposals：A kind of pole for assembling power transmission tower is provided,
The power transmission tower includes vertically arranged tower body and the cross-arm that is horizontally installed on the tower body, and the pole is by from top to bottom
Upper end segment, standard knot and lower end segment composition, the pole set gradually is equipped with the bracing wire being connect with the power transmission tower；
Connected with rectangle connector between the upper end segment, standard knot and lower end segment, the section of the standard knot as by
The rectangle rack of adjacent inclined tube composition between vertically arranged supervisor and the supervisor；
The bracing wire extends to tower body from the pole top, is supported therebetween with the horizontally arranged strut in power transmission tower.
The rectangle connector includes horizontally arranged rectangular base and is arranged in the rectangular base corner
Vertically arranged intubation, the rectangle connector are equipped with the bolt hole of connection adjacent segments body.
It is connected with connector between the supervisor and intubation or is glued with epoxy resin；
The upper end segment, standard knot and lower end are saved carbon fiber enhancement resin base composite material and are made.
The strut both ends are respectively equipped with the bottom for connecting top connection gold utensil with the bracing wire and being connect with the power transmission tower
Portion's connection gold utensil；
The top connection gold utensil is the circular cylindrical cavity of one end open, and the circular cylindrical cavity other end axis is equipped with
The cross pulling plate of two orthogonal triangular plate compositions, the cross pulling plate are equipped with using cross pulling plate axis as symmetry axis
Symmetrically arranged four connecting holes；The connecting hole is respectively connected to the bracing wire at the top and bottom of the power transmission tower.
The bottom connection gold utensil is the circular cylindrical cavity of one end open, and the other end is fixed with cylindrical cavity body axis pair
Claim two fixed plates of setting；The fixed plate is equipped with through-hole of the opening direction perpendicular to the cylindrical cavity body axis；Institute
Through-hole is stated with power transmission tower to be connected.
Described method includes following steps：
The first step is integrally stood up pole, and the pole is made to be arranged with ground inclination；
Second step is connected with the pulley of lifting rope in pole both ends setting, the lifting rope both ends respectively be twisted machine and tower leg
It is connected, tower leg is lifted on iron tower foundation；Tower seat is assembled according to the method described above；
Third step is more than at 6 meters downwards in tower seat upper end and the tower seat top axial respectively is arranged girdle ring；
Pole lower end described in 4th step is equipped with the fixing piece of bearing rope, and the bearing rope other end is by being arranged on tower seat
The pulley at lower both ends is connected with the machine of being twisted；
Strut installation part is arranged in 5th step on the outside of the tower seat；
After 6th step is twisted machine driving bearing rope lifting pole and strut arrival designated position described in, by the strut
The bottom connection gold utensil of lower end is connected with strut installation part；
7th successive step pole makes it be tilted to lifting face；The lifting work of tower body is completed using lifting assemblies；
At 8th step lifting pole to 16 meters of tower top and adjusting the pole makes it tilt 0.4 to 0.6 meter to lifting face；Make
Earth wire support is lifted with lifting assemblies；
Pulley is arranged in 9th step on the earth wire support, passes through the earth wire support using the driving rope on lifting assemblies
On pulley lifting cross-arm；
After tenth step steel tower rigging out, drive bearing rope adjustment pole that it is made to be vertically arranged by the machine that is twisted, and
In pole root, drawstring is set；The drawstring other end is connected with the motor of setting on the ground；
After rising by pulling equipment lifting pole, pass through the pole lifting group after removing bearing rope, bracing wire and pulley
After part declines pole, strut is removed；Drawstring is tensed, pole is drawn into tower body.
In the third step, the girdle ring is the rectangular frame that vertex is equipped with the connecting plate axially vertical with the pole；
The connecting plate be equipped with the vertically disposed hole in its surface, equipped with the rope being connected with the tower seat in the hole,
It is equipped with and the fixed connector of the pole in the rectangular frame.
In the 5th step, the strut installation part include annulus fixing piece, setting annulus fixing piece side and with
The vertical yoke plate in its cross section；
It is equipped in the annulus fixing piece and coordinates fixed connector with the tower seat；
The yoke plate is equipped with and the vertically disposed Hollow Cylindrical Shaft in its surface；The Hollow Cylindrical Shaft passes through with bottom connection gold utensil
Stud is fixed.
The annulus fixing piece is bolted by two semicircle connectors；Two semicircle connector connection punishment
Connecting plate that She You be not vertical with its cross section, the connecting plate are bolted.
The strut installation part is arranged on four sides of tower seat and at downward 1.5 meters of its top axial.
In the 6th step, the pole remains that plumbness and its height are higher by 19-20 meters of the tower seat height degree；
The pole fixed is not more than 45 degree with bearing rope angle；The angle of the strut and horizontal plane is 10 to 15
Between degree.
In the 6th step to the 9th step, the lifting assemblies include the machine that is twisted, are twisted driving rope that machine is connected with described, set
Set the rope sling of the pulley and fixed hanging piece in the steel tower lower end and pole top.
Compared with the latest prior art, technical solution provided by the invention has the advantages that：
1, pole provided by the present application uses carbon fiber enhancement resin base composite material, has light-weight, mechanical property more
Well, the advantages of operating temperature range.
2, strut provided by the present application uses monomer pillar, more simply, stablize, highly practical, reduces wind load to steady
Qualitatively influence.
3, pole and strut provided by the present application are used cooperatively, and solve the problems, such as that extreme terrain group tower construction is difficult.
4, strut provided by the present application is smooth cylindrical, does not protrude obstacle, promotion is smooth, easy to produce to be removed with live
Fortune improves construction efficiency.
5, its ground bracing wire angle with horizontal plane of pole provided by the present application is not more than 45 °, can change greatly in difference of height
Mountainous region, halfway up the hill even precipitous cliff area use.
Description of the drawings
Fig. 1 is holding pole structure schematic diagram provided by the invention；
Fig. 2 is rectangle connector attachment structure schematic diagram provided by the invention；
Fig. 3 is rectangle connecting-piece structure schematic diagram provided by the invention；
Fig. 4 is rectangle connector vertical view provided by the invention；
Fig. 5 is strut front view provided by the invention；
Fig. 6 is connection gold utensil left view in top provided by the invention；
Fig. 7 is connection gold utensil sectional view in bottom provided by the invention；
Fig. 8 is existing Transmission Tower schematic diagram；
Fig. 9 is provided by the invention using pole assembling tower leg schematic diagram；
Figure 10 is strut provided by the invention and tower seat connection diagram；
Figure 11 is tower body assembling schematic diagram provided by the invention；
Figure 12 is earth wire support assembling schematic diagram provided by the invention；
Figure 13 is cross-arm assembling schematic diagram provided by the invention；
Figure 14 is strut installation part structural schematic diagram provided by the invention；
Figure 15 is girdle ring vertical view provided by the invention；
Wherein, 1-upper end segment, 2-standard knots, 3-lower end segments, 4-rectangle connectors, 5-struts, 6-inclined tubes, 7-
Connection gold utensil, 8-rectangular bases, 9-intubations, 10-top connection gold utensils, 11-bottom connection gold utensils, 12-cross pulling plates,
13-fixed plates, 14-supervisors, 15-tower bodies, 16-cross-arms, 17-tower seats, 18-bracing wires, 19-bearing ropes, 20-struts peace
Piece installing, 21-lifting assemblies, 22-be twisted machine, 23-earth wire supports, 24-annulus fixing pieces, 25-yoke plates, 26-rope slings,
27-connecting plates, 28-girdle rings
Specific implementation mode
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation describes, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained every other without creative efforts
Embodiment shall fall within the protection scope of the present invention.
Embodiment 1：As shown in figure 8, a kind of for assembling the pole of power transmission tower, the power transmission tower includes vertically arranged tower
Body 15 and the cross-arm 16 being horizontally installed on the tower body 15, as shown in Figure 1, the pole by setting gradually from top to bottom
Upper end segment 1, standard knot 2 and lower end segment 3 composition, the pole are equipped with the bracing wire 18 being connect with the power transmission tower；
As shown in Figure 2, Figure 3 and Figure 4, connected with rectangle connector 4 between the upper end segment 1, standard knot 2 and lower end segment 3
It connects, the section of the standard knot 2 is as the rectangle being made of inclined tube 6 adjacent between vertically arranged supervisor 14 and the supervisor 14
Frame；
As shown in Figure 10, the bracing wire 18 extends to tower body from the pole top, therebetween with horizontally arranged in transmission of electricity
The strut 5 of tower supports.
As shown in Figure 3 and Figure 4, the rectangle connector 4 including horizontally arranged rectangular base 8 and is arranged in institute
The vertically arranged intubation 9 of rectangular base corner is stated, the rectangle connector 4 is equipped with the bolt hole of connection adjacent segments body.
It is connected with connector between the supervisor 14 and intubation 9 or is glued with epoxy resin；
The upper end segment 1, standard knot 2 and lower end segment 3 are made of carbon fiber enhancement resin base composite material.
5 both ends of the strut, which are respectively equipped with, to be connect top connection gold utensil 10 with the bracing wire 18 and is connect with the power transmission tower
Bottom connection gold utensil 11；
As shown in Figure 5 and Figure 6, the top connection gold utensil 10 is the circular cylindrical cavity of one end open, the cylindrical cavity
It is set on body other end axis there are two the cross pulling plate 12 of orthogonal triangular plate composition, the cross pulling plate 12 is equipped with
Using 12 axis of cross pulling plate as symmetrically arranged four connecting holes of symmetry axis；The connecting hole is respectively connected to the transmission of electricity
The bracing wire 18 of top of tower and bottom.
As shown in figure 5 and figure 7, the bottom connection gold utensil 11 is the circular cylindrical cavity of one end open, and the other end is fixed with
Two fixed plates 13 being arranged with circular cylindrical cavity axisymmetrical；The fixed plate 13 is equipped with opening direction perpendicular to the circle
The through-hole of cylindrical chamber axis；The through-hole is connected with power transmission tower.
A method of power transmission tower being assembled using claim 1-4 poles, method includes the following steps：
The first step is integrally stood up pole, and pole is made to be arranged with ground inclination；
As shown in figure 9, second step is connected with the pulley of lifting rope in the setting of pole both ends, lifting rope both ends respectively with the machine that is twisted 22 and
Tower leg is connected, and tower leg is lifted on iron tower foundation；Assembling tower seat 17 according to the method described above；
Third step is more than at 6 meters downwards in 17 upper end of tower seat and 17 top axial of tower seat respectively is arranged girdle ring 28；
4th step pole lower end is equipped with the fixing piece of bearing rope 19, and 19 other end of bearing rope is by being arranged in about 17 tower seat
The pulley at both ends is connected with the machine that is twisted 22；
5th step is in 17 outside setting strut installation part 20 of tower seat；
As shown in Figure 10, the 6th step drives bearing rope 19 to lift by crane pole and the arrival of strut 5 designated position by being twisted machine 22
Afterwards, the bottom connection gold utensil 11 of 5 lower end of strut is connected with strut installation part 20；
As shown in figure 11, the 7th successive step pole makes it be tilted to lifting face；Tower body 15 is completed using lifting assemblies 21
Lift work；
As shown in figure 12, at the 8th step lifting pole to 16 meters of tower top and adjust pole make its to lifting face tilt 0.4 to
0.6 meter；Earth wire support 23 is lifted using lifting assemblies 21；
As shown in figure 13, pulley is arranged in the 9th step on earth wire support 23, is passed through using the driving rope on lifting assemblies 21
Pulley lifting cross-arm 16 on earth wire support 23；
After tenth step steel tower rigging out, drive the adjustment pole of bearing rope 19 that it is made to be vertically arranged by being twisted machine 22, and
In pole root, drawstring is set；The drawstring other end is connected with the motor of setting on the ground；
After rising by pulling equipment lifting pole, group is lifted by pole after dismounting bearing rope 19, bracing wire 18 and pulley
After part 26 declines pole, strut 5 is removed；Drawstring is tensed, pole is drawn into tower body.
As shown in figure 15, in the third step, girdle ring 28 is the rectangle that vertex is equipped with the connecting plate 27 axially vertical with pole
Frame；
Connecting plate 27 be equipped with the vertically disposed hole in its surface, equipped with the rope being connected with tower seat 17 in hole,
It is equipped with and the fixed connector of pole in rectangular frame.
As shown in figure 14, in the 5th step, strut installation part 20 is equipped with annulus fixing piece 24, is arranged in annulus fixing piece 24
Side and the yoke plate 25 vertical with its cross section；
It is equipped in annulus fixing piece 24 and coordinates fixed connector with tower seat 17；
Yoke plate 25 is equipped with and the vertically disposed Hollow Cylindrical Shaft in its surface；Hollow Cylindrical Shaft passes through double end with bottom connection gold utensil 11
Bolt is fixed.
Annulus fixing piece 24 is bolted by two semicircle connectors；Two semicircle connector junctions are respectively equipped with
The connecting plate vertical with its cross section, connecting plate are bolted.
Strut installation part 20 is arranged on four sides of tower seat 17 and at downward 1.5 meters of its top axial.
In the 6th step, pole remains that plumbness and its height are higher by 17 19-20 meters of height of tower seat；
The pole fixed is not more than 45 degree with 19 angle of bearing rope；The angle of strut 5 and horizontal plane is in 10 to 15 degree
Between.
In the 6th step to the 9th step, lifting assemblies 21 are equipped with and are twisted machine 22, the driving rope that is connected with the machine that is twisted 22, are arranged
In the rope sling 26 of the pulley and fixed hanging piece on steel tower lower end and pole top.
The above embodiments are merely illustrative of the technical scheme of the present invention and are not intended to be limiting thereof, although with reference to above-described embodiment pair
The present invention is described in detail, those of ordinary skill in the art still can to the present invention specific implementation mode into
Row changes either equivalent replacement and these exist without departing from any modification of spirit and scope of the invention or equivalent replacement
Apply within the claim protection model of the pending present invention.
Claims (10)
1. a kind of method for assembling the pole of power transmission tower, the power transmission tower includes vertically arranged tower body (15) and laterally
The cross-arm (16) being arranged on the tower body (15), the pole by set gradually from top to bottom upper end segment (1), standard knot
(2) and lower end segment (3) composition, the pole are equipped with the bracing wire (18) being connect with the power transmission tower；
It is connected with rectangle connector (4) between the upper end segment (1), standard knot (2) and lower end segment (3), the standard knot (2)
Section as the rectangle rack being made of inclined tube (6) adjacent between vertically arranged supervisor (14) and the supervisor (14)；
The bracing wire (18) extends to tower body from the pole top, therebetween strut (5) branch with horizontally arranged in power transmission tower
Support；
Described method includes following steps：
The first step is integrally stood up pole, and the pole is made to be arranged with ground inclination；
Second step is connected with the pulley of lifting rope in pole both ends setting, the lifting rope both ends respectively with the machine that is twisted (22) and tower
Leg is connected, and tower leg is lifted on iron tower foundation；Assembling tower seat (17) according to the method described above；
Third step is more than downwards setting girdle ring (28) at 6 meters in tower seat (17) upper end and the tower seat (17) top axial respectively；
Pole lower end described in 4th step is equipped with the fixing piece of bearing rope (19), and bearing rope (19) other end is existed by setting
The pulley of tower seat (17) upper and lower ends is connected with the machine that is twisted (22)；
5th step setting strut installation part (20) on the outside of the tower seat (17)；
It, will after 6th step is twisted machine (22) driving bearing rope (19) lifting pole and strut (5) arrival designated position described in
The bottom connection gold utensil (11) of strut (5) lower end is connected with strut installation part (20)；
7th successive step pole makes it be tilted to lifting face；The lifting work of tower body (15) is completed using lifting assemblies (21)；
At 8th step lifting pole to 16 meters of tower top and adjusting the pole makes it tilt 0.4 to 0.6 meter to lifting face；It uses
Lifting assemblies (21) lift earth wire support (23)；
Pulley is arranged on the earth wire support (23) in 9th step, by described using the driving rope on lifting assemblies (21)
Pulley lifting cross-arm (16) on line bracket (23)；
After tenth step steel tower rigging out, drive bearing rope (19) adjustment pole that it is made to set vertically by the machine (22) that is twisted
It sets, and drawstring is set in pole root；The drawstring other end is connected with the motor of setting on the ground；
After rising by pulling equipment lifting pole, pass through the pole liter after removing bearing rope (19), bracing wire (18) and pulley
After part of coming down to a lower group declines pole, strut (5) is removed；Drawstring is tensed, pole is drawn into tower body.
2. the method for pole as described in claim 1, which is characterized in that the rectangle connector (4) includes that horizontal direction is set
The rectangular base (8) set and the intubation (9) vertically arranged in the rectangular base corner, the rectangle connector are set
(4) it is equipped with the bolt hole of connection adjacent segments body.
3. the method for pole as described in claim 1, which is characterized in that
It is connected with connector between the supervisor (14) and intubation (9) or is glued with epoxy resin；
The upper end segment (1), standard knot (2) and lower end segment (3) are made of carbon fiber enhancement resin base composite material.
4. the method for pole as described in claim 1, which is characterized in that strut (5) both ends are respectively equipped with and the drawing
The bottom connection gold utensil (11) connection gold utensil (10) at the top of line (18) connection and connect with the power transmission tower；
The top connection gold utensil (10) is the circular cylindrical cavity of one end open, and the circular cylindrical cavity other end axis is equipped with
The cross pulling plate (12) of two orthogonal triangular plate compositions, the cross pulling plate (12) are equipped with cross pulling plate (12) axis
Line is symmetrically arranged four connecting holes of symmetry axis；The connecting hole is respectively connected at the top and bottom of the power transmission tower
The bracing wire (18)；
The bottom connection gold utensil (11) is the circular cylindrical cavity of one end open, and the other end is fixed with cylindrical cavity body axis pair
Claim two fixed plates (13) of setting；The fixed plate (13) is equipped with opening direction perpendicular to the cylindrical cavity body axis
Through-hole；The through-hole is connected with power transmission tower.
5. the method for pole as described in claim 1, which is characterized in that in the third step, the girdle ring (28) sets for vertex
There is the rectangular frame of the connecting plate axially vertical with the pole (27)；
The connecting plate (27) be equipped with the vertically disposed hole in its surface, equipped with the rope being connected with the tower seat (17) in the hole
Rope, is equipped in the rectangular frame and the fixed connector of the pole.
6. the method for pole as described in claim 1, which is characterized in that in the 5th step, strut installation part (20) packet
It includes annulus fixing piece (24), be arranged in annulus fixing piece (24) side and the yoke plate (25) vertical with its cross section；
It is equipped in the annulus fixing piece (24) and coordinates fixed connector with the tower seat (17)；The yoke plate (25) be equipped with
The vertically disposed Hollow Cylindrical Shaft in its surface；The Hollow Cylindrical Shaft is fixed with bottom connection gold utensil (11) by stud.
7. the method for pole as claimed in claim 6, which is characterized in that the annulus fixing piece (24) is connected by two semicircles
Part is bolted；Two semicircle connector junctions are respectively equipped with the connecting plate vertical with its cross section, the company
Fishplate bar is bolted.
8. the method for pole as claimed in claim 6, which is characterized in that the strut installation part (20) is arranged in tower seat (17)
Four sides on and at downward 1.5 meters of its top axial.
9. the method for pole as described in claim 1, which is characterized in that in the 6th step, the pole remains vertical
State and its height are higher by 19-20 meters of tower seat (17) height；
The pole fixed is not more than 45 degree with bearing rope (19) angle；The angle of the strut (5) and horizontal plane is 10
To between 15 degree.
10. the method for pole as described in claim 1, which is characterized in that in the 6th step to the 9th step, the lifting assemblies
(21) include being twisted machine (22), being twisted driving rope, setting that machine (22) is connected on the steel tower lower end and pole top with described
Pulley and fixed hanging piece rope sling (26).
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510445829.7A CN105003118B (en) | 2015-07-27 | 2015-07-27 | A kind of pole for assembling power transmission tower |
| PCT/CN2016/087813 WO2017016369A1 (en) | 2015-07-27 | 2016-06-30 | Tower crane for assembling power transmission tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510445829.7A CN105003118B (en) | 2015-07-27 | 2015-07-27 | A kind of pole for assembling power transmission tower |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105003118A CN105003118A (en) | 2015-10-28 |
| CN105003118B true CN105003118B (en) | 2018-07-17 |
Family
ID=54375958
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510445829.7A Active CN105003118B (en) | 2015-07-27 | 2015-07-27 | A kind of pole for assembling power transmission tower |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN105003118B (en) |
| WO (1) | WO2017016369A1 (en) |
Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105003118B (en) * | 2015-07-27 | 2018-07-17 | 中国电力科学研究院 | A kind of pole for assembling power transmission tower |
| CN106223709A (en) * | 2016-07-27 | 2016-12-14 | 中国能源建设集团安徽电力建设第工程有限公司 | A kind of hoisting structure of current collection line steel tower tower material |
| CN106245986A (en) * | 2016-10-11 | 2016-12-21 | 国家电网公司 | The method for assembling of power network line steel tower and device |
| CN107143198B (en) * | 2017-05-24 | 2019-05-03 | 常熟风范电力设备股份有限公司 | A method of UHV transmission steel tower is found suitable for mountain area sternness location group |
| CN108675159A (en) * | 2018-06-11 | 2018-10-19 | 国家电网有限公司 | A kind of group of upright bar tower pole |
| CN113931516A (en) * | 2021-11-30 | 2022-01-14 | 河南送变电建设有限公司 | Holding pole standing device |
| CN114065443B (en) * | 2021-11-30 | 2024-04-09 | 河南送变电建设有限公司 | Calculation method and application of rotation hoisting traction force and rotation point shearing force of cross arm |
| CN115008085B (en) * | 2022-08-03 | 2022-10-25 | 成都中挖属汇科技有限公司 | Welding tool for standard joint supporting member |
| CN116104346B (en) * | 2023-04-10 | 2023-08-22 | 中国电建集团山东电力建设第一工程有限公司 | Cross arm lifting type electric pole |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2009098524A1 (en) * | 2008-02-04 | 2009-08-13 | Enallaktiki Energiaki S.A. | Aluminum triangular lattice section for the construction of lattice towers of various heights with guy wires |
| CN202164864U (en) * | 2011-06-24 | 2012-03-14 | 国家电网公司直流建设分公司 | Holding pole equipped with detachable standard section |
| CN103726710A (en) * | 2013-12-31 | 2014-04-16 | 国家电网公司 | Lattice type derrick of electric transmission line |
| CN204001949U (en) * | 2014-07-23 | 2014-12-10 | 国家电网公司 | A kind of shaft tower plays the device that is connected and fixed of holding pole base and ground immediately |
| CN204531567U (en) * | 2015-02-06 | 2015-08-05 | 国家电网公司 | A kind of pole for promoting power transmission tower |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS54100048A (en) * | 1978-01-20 | 1979-08-07 | Hitachi Cable Ltd | Derrick for assenbling structure |
| JP2579715B2 (en) * | 1992-04-07 | 1997-02-12 | 関電興業株式会社 | External tower crane |
| CN102644403B (en) * | 2011-06-24 | 2015-03-18 | 国家电网公司直流建设分公司 | Holding pole with detachable standard knots |
| CN102359303B (en) * | 2011-10-31 | 2013-10-09 | 湖北省送变电工程公司 | Extra-high voltage common circuit iron tower assembling method |
| CN103924816B (en) * | 2014-04-16 | 2015-11-25 | 山东送变电工程公司 | A kind of mounting method of UHV transmission line wine glass-shaped steel tower |
| 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 |
| CN105003118B (en) * | 2015-07-27 | 2018-07-17 | 中国电力科学研究院 | A kind of pole for assembling power transmission tower |
-
2015
- 2015-07-27 CN CN201510445829.7A patent/CN105003118B/en active Active
-
2016
- 2016-06-30 WO PCT/CN2016/087813 patent/WO2017016369A1/en active Application Filing
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2009098524A1 (en) * | 2008-02-04 | 2009-08-13 | Enallaktiki Energiaki S.A. | Aluminum triangular lattice section for the construction of lattice towers of various heights with guy wires |
| CN202164864U (en) * | 2011-06-24 | 2012-03-14 | 国家电网公司直流建设分公司 | Holding pole equipped with detachable standard section |
| CN103726710A (en) * | 2013-12-31 | 2014-04-16 | 国家电网公司 | Lattice type derrick of electric transmission line |
| CN204001949U (en) * | 2014-07-23 | 2014-12-10 | 国家电网公司 | A kind of shaft tower plays the device that is connected and fixed of holding pole base and ground immediately |
| CN204531567U (en) * | 2015-02-06 | 2015-08-05 | 国家电网公司 | A kind of pole for promoting power transmission tower |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2017016369A1 (en) | 2017-02-02 |
| CN105003118A (en) | 2015-10-28 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105003118B (en) | A kind of pole for assembling power transmission tower | |
| CN102070071B (en) | Steel reinforcement cage hoisting method | |
| CN202346637U (en) | Holding rod of double-flat-arm spinning self-lifting seat | |
| CN201545635U (en) | Holding rod with double flat arms | |
| CN202080812U (en) | Dedicated sling system for large-scaled reinforcing cage | |
| CN104594696B (en) | Double embrace bar group is utilized to found 1000kV tangent suspension tower construction method | |
| CN205489264U (en) | Hydraulic pressure assembled crossing structure | |
| CN103547527A (en) | Rotating tower crane | |
| CN201240787Y (en) | Flat-top tower crane | |
| CN103726710A (en) | Lattice type derrick of electric transmission line | |
| CN102616683A (en) | Tower crane climbing frame and tower crane comprising same | |
| CN102535939B (en) | Inversely assembling process for standing stay wire V-type tower | |
| CN202544468U (en) | Drawbar-type electrical steel tubular rod | |
| CN101649683A (en) | Method for hoisting power transmission iron tower by assembly holding pole technology | |
| CN103132702A (en) | Longspan pipe truss pulling bar lifting and overhead rotating emplacing construction method | |
| CN101864841A (en) | Integral mounting method of steel-structure factory building wall skin | |
| CN206785083U (en) | A kind of combined pole with high firm support performance | |
| CN203867275U (en) | Internal suspension derrick rotatable craning cover | |
| CN217323175U (en) | Auxiliary device for converting hoisting points of reinforcement cage of underground continuous wall | |
| CN206232340U (en) | Energy-saving lowering or hoisting gear | |
| CN203795946U (en) | Electric transmission line lattice type derrick | |
| CN204531567U (en) | A kind of pole for promoting power transmission tower | |
| CN202529754U (en) | Tower crane climbing frame and tower crane comprising same | |
| CN202322137U (en) | Telescopic hanger | |
| CN201980843U (en) | Hoisting device for reinforcement cage |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |