CN110528852A - Portable working platform is used in a kind of maintenance of electric power tower - Google Patents
Portable working platform is used in a kind of maintenance of electric power tower Download PDFInfo
- Publication number
- CN110528852A CN110528852A CN201910912704.9A CN201910912704A CN110528852A CN 110528852 A CN110528852 A CN 110528852A CN 201910912704 A CN201910912704 A CN 201910912704A CN 110528852 A CN110528852 A CN 110528852A
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- Prior art keywords
- load bearing
- bearing component
- electric power
- working platform
- portable working
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- 238000012423 maintenance Methods 0.000 title claims abstract description 28
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 39
- 239000010959 steel Substances 0.000 claims abstract description 39
- 239000000725 suspension Substances 0.000 claims abstract description 15
- 239000000463 material Substances 0.000 claims description 19
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 9
- 239000004411 aluminium Substances 0.000 claims description 9
- 229910052782 aluminium Inorganic materials 0.000 claims description 9
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 7
- 229910052799 carbon Inorganic materials 0.000 claims description 7
- 239000000835 fiber Substances 0.000 claims description 7
- 229910000851 Alloy steel Inorganic materials 0.000 claims description 3
- 230000004888 barrier function Effects 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 4
- 238000007689 inspection Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 4
- 229920000049 Carbon (fiber) Polymers 0.000 description 3
- 239000004917 carbon fiber Substances 0.000 description 3
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 3
- 230000008439 repair process Effects 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 241000195622 Astasia Species 0.000 description 1
- 206010010947 Coordination abnormal Diseases 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000005286 illumination Methods 0.000 description 1
- 238000007373 indentation Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000036244 malformation Effects 0.000 description 1
- 230000000392 somatic effect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/24—Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/24—Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons
- E04G3/243—Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons following the outside contour of a building
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
- E04G5/045—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on profiles, e.g. I or H profiles
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/14—Railings
- E04G5/142—Railings extensible or telescopic
-
- 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
- E04H12/02—Structures made of specified materials
- E04H12/08—Structures made of specified materials of metal
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
The invention discloses a kind of electric power tower maintenance portable working platforms, belong to electric power overhaul technical field.Including load bearing component, support member, guardrail, suspension member and fixation member.Load bearing component is linked by three blocks of plates by hinge integral, support member has reeded plate by two pieces of middle parts and constitutes, the orthogonal two sides for being fixed on load bearing component of two plates, the upper end of load bearing component is also connected with guardrail, guardrail is made of support column and extension type flase floor, and suspension member is made of wirerope, hanging ring, hook and supporting block, to suspend load bearing component in midair, fixation member is made of fixed pin and woven belt, whole operation platform to be fixed on steel tower.Whole-dismountable of the present invention and folding carry convenient transportation, may stand on platform and construct in high-altitude application personnel, it can be ensured that construction safety reduces labor intensity, improves labor efficiency.
Description
Technical field
The present invention relates to electric power overhaul technical fields, and in particular to portable working platform is used in a kind of maintenance of electric power tower.
Background technique
In electric power overhaul industry, the daily maintenance of steel tower and service work are extremely important, usually to the check item of steel tower
Mesh includes: the inspection of structural bolts elasticity, the antirust of steel tower, lightning protection inspection, Guywire tower bracing wire, earth anchor stress on steel tower
Situation inspection, malformation and yielding of foundation situation inspection etc..The steel tower found in inspection is corroded, tower part is lost, vertical
Spending the exceeded equal problem for influencing steel tower safety should be handled immediately.
And steel tower is built by angle steel, and what steel tower height was divided according to landform, span, voltage class, usual 500KV
At more than 25~30 meters, 220KV is at 20 meters or so, and 110KV is at 15 meters or so, and 35KV or less is at 9~15 meters.Equipment on steel tower is logical
It is often higher from the ground, when carrying out steel tower maintenance, usually all it is artificial manually climbing to certain maintenance position on steel tower, reaches inspection
After repairing position, because depending merely on safety belt in place of without enough standings and being connect with the crossbeam on steel tower, due to also needing operator
Member carries repair apparatus, therefore practical operation dangerous.
Currently, existing steel tower maintenance has the disadvantage in that
1, when steel tower overhauls, it is easy to appear the burst that operator's sole skids or gravity center instability causes body to incline
Situation causes staff to fall, and causes somatic damage.
2, because electric power overhaul needs to carry a variety of dedicated auxiliary repair tools, tool is many and diverse and has certain weight,
Cause service personnel handicapped on steel tower, and lack safeguard procedures, there are certain risks when operation, threaten the peace of personnel
Entirely.
Summary of the invention
The technical problem to be solved by the invention is to provide a kind of folding portable and light quality electric power towers to examine
It repairs and convenient transportation is carried, convenient for making on the electric power tower of high-altitude with portable working platform to energy Whole-dismountable and folding
With, and can ensure construction safety, labor intensity is reduced, is improved labor efficiency.
The present invention to achieve the above object of the invention, adopts the following technical scheme that realization:
A kind of the characteristics of electric power tower maintenance portable working platform of the invention includes: load bearing component, support member, shield
Column, suspension member and fixation member；
The load bearing component is made of n block plate, is linked by hinge per adjacent two plates, n block plate it is upper
End face is evenly distributed with non-slip texture；
The support member has reeded plate by two pieces of middle parts and constitutes, and two plates are mutually perpendicular to constitute " L " type knot
Structure simultaneously forms its " L " type bound edge by the side that groove is fixed on load bearing component；
The guardrail is made of two support columns and extension type flase floor, and is fixed on support portion by two support columns
On part, it is provided with extension type flase floor between two support columns, to be formed on the load bearing component without " L " type pack edge
Barrier structure；
Extension type flase floor is connected in sequence by several telescopic units, and each telescopic unit is by two strips
Connecting rod intersects placement, and is fixed at crossing center by pin shaft, passes through the pin at both ends between two neighboring telescopic unit
Axis is fixed；
The suspension member is made of wirerope, hanging ring, hook and supporting block, and hanging ring one end is equipped with screw thread and is fixed on branch
On bracer, the hanging ring other end is circular ring structure, and one end of wirerope passes through the annulus of hanging ring, and the other end of wirerope, which connects, to be hung
Hook, hook can be articulated on the crossbeam of steel tower, had through slot inside supporting block, one end of load bearing component are embedded in, to suspend in midair
Load bearing component；
The fixation member is made of connecting pin and woven belt, and one end of connecting pin is threadedly secured to load bearing component
On " L " type bound edge, the other end of connecting pin is circular ring structure, and woven belt passes through the annulus of connecting pin, will be entire by woven belt
In operating platform binding and fixing to steel tower.
A kind of the characteristics of electric power tower maintenance portable working platform of the present invention, lies also in, the load bearing component
N block plate be carbon fibre material, plate with a thickness of 10mm~15mm.
The material of three blocks of plate of the load bearing component be aluminium, plate with a thickness of 15mm~20mm.
The hinge material of the load bearing component be steel alloy, hinge with a thickness of 5mm~10mm.
The material of the support member is aluminium or carbon fibre material.
The annulus end of the connecting pin of the fixation member is under, and height exceeds the beam thickness of steel tower, is convenient for
Woven belt passes through connecting pin and binds on the crossbeam of steel tower.
The height of the guardrail is in 0.8m~1.5m.
There are two the guardrails, is separately fixed at the hanging two sides of load bearing component.
The end that the load bearing component and support member surround has notch.
Also there is photosensitive LED light strip on the guardrail.
Compared with the prior art, the beneficial effects of the present invention are embodied in:
The present invention is usually folded together, and when use can be quickly installed to together, without reaching by other operational instrument
Space is not take up to usually transport and storage, and when use is unfolded so that operating space is larger, and high altitude operation personnel, which can stand, to be operated
It constructs on platform, and overall structure is arranged so that platform uniform force, and has the function of the interception of anti-skidding and guardrail, effectively prevent
Operator surprisingly slips and falls, and improves safety, safety with higher；And it is applicable to various forms of
Electric power tower and communication iron tower.
Detailed description of the invention
Fig. 1 is the structural schematic diagram that portable working platform is used in electric power tower of the present invention maintenance；
Fig. 2 is the bottom view that portable working platform is used in electric power tower of the present invention maintenance；
Fig. 3 is the guard bar structure schematic diagram that portable working platform is used in electric power tower of the present invention maintenance；
Fig. 4 is the suspension member structural schematic diagram that portable working platform is used in electric power tower of the present invention maintenance；
Fig. 5 is the fixation member structural schematic diagram that portable working platform is used in electric power tower of the present invention maintenance；
Fig. 6 is that electric power tower maintenance of the present invention is mounted on the scheme of installation on steel tower with portable working platform；
Figure label: 1-load bearing component, 2-support members, 3-guardrails, 3-1-support column, 3-2-extension type lattice
Screen, 3-2a-connecting rod, 3-2b-pin shaft, 4-suspension members, 4-1-wirerope, 4-2-hanging ring, 4-3-hook, 4-4-
Supporting block, 5-fixation members, 5-1-connecting pin, 5-2-woven belt, 6-steel towers.
Specific embodiment
In the present embodiment, as depicted in figs. 1 and 2, a kind of electric power tower maintenance portable working platform includes: supporting part
Part 1, support member 2, guardrail 3, suspension member 4 and fixation member 5；
Load bearing component 1 is made of n=3 block plate, and adjacent two plates are linked by hinge, the upper end of three blocks of plate
Face is evenly distributed with non-slip texture；So set, three blocks of plates can be fixed by hinge, and the plate on both sides can pass through conjunction
Page is rotated, and is folded together, and has decorative pattern on plate, and people stands on plate, it is possible to increase frictional force prevents people from slipping.
In specific implementation, the n block plate of load bearing component 1 is carbon fibre material, plate with a thickness of 10mm~15mm, this
Embodiment is preferably 10mm.This is because carbon fibre material intensity is more much higher than general aluminium intensity, and lighter weight.This
The carbon fiber sheet of thickness can bear at least 500 kilograms of weight without fractureing.
The material of the n block plate of load bearing component 1 can also be aluminium, plate with a thickness of 15mm~20mm, the present embodiment is excellent
It is selected as 6mm.The aluminium sheet of this thickness can bear at least 500 kilograms of weight without fractureing.
The hinge material of load bearing component 1 can also be steel alloy, hinge with a thickness of 5mm~10mm, this hinge can be born
At least 500 kilograms of weight is without fractureing.
The material of support member 2 is aluminium or carbon fibre material, and has reeded plate by two pieces of middle parts and constitute, two pieces
Plate is mutually perpendicular to constitute L-shaped structure and forms its " L " type bound edge by the side that groove is fixed on load bearing component 1；And it holds
The end that load component 1 and support member 2 surround has notch, so set, the indentation, there accommodates the vertical supporting beam of steel tower.
Support member 2 plays the role of improving load bearing component intensity and fixed load bearing component.
As shown in figure 3, guardrail 3 is made of two support column 3-1 and extension type flase floor 3-2, and pass through two supports
Column 3-1 is fixed in support member 2；Extension type flase floor 3-2 is provided between two support column 3-1, thus without " L "
Barrier structure is formed on the load bearing component 1 of type pack edge；Extension type flase floor 3-2 be sequentially connected by several telescopic units and
At the both ends extension type flase floor 3-2 are fixed on two support column 3-1, and each telescopic unit is by two length with a thickness of 5mm
The connecting rod 3-2a of bar shaped intersects placement, and is fixed at crossing center by pin shaft 3-2b, and the material of connecting rod 3-2a is carbon
Fiber, in the upper end of load bearing component 1, the both ends of connecting rod 3-2a also have through-hole, the latter telescopic unit and previous flexible list
The connection of member, fixes realization with pin shaft 3-2b by the through-hole at the both ends connecting rod 3-2a, i.e., passes through between two neighboring telescopic unit
The pin shaft 3-2b at both ends is fixed；So that extension type flase floor 3-2 is shrinkable and elongates；Such structure setting, guardrail is convenient for folding
It is stacked together, it is easy to carry, space is saved, and guardrail plays the purpose of protection construction personnel, if protecting without guardrail, personnel are being held
Carry astasia on component, it is possible to fall from load bearing component, damage to personnel.And this structure is solid relative to other
The guardrail that plate surrounds has light weight, with the few advantage of material.In specific implementation, the height of guardrail 3 is in 0.8m~1.5m, originally
Embodiment is preferably 1m, this highly can effectively protect personnel, and height is too high, and waste material and occupied space, height is too low, is risen not
To the purpose of protection staff.There are two guardrails 3, is separately fixed at the hanging two sides of load bearing component 1.This is because load bearing component
Other two sides all have the supporting beam on steel tower, play the role of similar guardrail and protect, there is no need to be further added by guardrail.Specifically
In implementation, also there is photosensitive LED light strip on guardrail 3, may make this operating platform that there are illumination functions, it can be in night operation.
As shown in figure 4, suspension member 4 is made of wirerope 4-1, hanging ring 4-2, hook 4-3 and supporting block 4-4, hanging ring 4-
2 one end is equipped with screw thread and is fixed on supporting block 4-4, and the hanging ring 4-2 other end is circular ring structure, and one end of wirerope 4-1 is worn
The annulus of hanging ring 4-2 is crossed, the other end connection hook 4-3, hook 4-3 of wirerope 4-1 is used to be articulated to the crossbeam of steel tower, branch
There is through slot inside bracer 4-4, and be embedded in one end of load bearing component 1, to suspend load bearing component 1 in midair；Suspension member is set, greatly
The stress condition for improving load bearing component greatly, so that load bearing component uniform force.
As shown in figure 5, fixation member 5 is made of connecting pin 5-1 and woven belt 5-2, load bearing component 1 is placed on support member
After on 2, the load bearing component 1 that connecting pin 5-1 passes through the two plates of support member 2 and is embedded in the groove of plate will be carried
Component 1 is fixed, and prevents load bearing component 1 mobile, one end of connecting pin 5-1 is threadedly secured to " L " of load bearing component 1
On type bound edge, the other end of connecting pin 5-1 is circular ring structure, and woven belt 5-2 passes through the annulus of connecting pin 5-1, passes through woven belt
5-2 will be in whole operation platform binding and fixing to steel tower.In specific implementation, the annulus end court of the connecting pin 5-1 of fixation member 5
Downwards, and highly exceed the beam thickness of steel tower, pass through connecting pin 5-1 convenient for woven belt 5-2 and bind on the crossbeam of steel tower；
Fixation member 5 plays the role of fixed load bearing component and whole operation platform is fixed on steel tower.
Working principle of the present invention is as follows: usually, to together, guardrail 3 also folds into three pieces of folded sheets of load bearing component 1
Together, folded load bearing component 1 and guardrail 3 are put together with suspension member 4, support member 2 and fixation member 5.
As shown in fig. 6, in use, the two plates of support member 2 are mutually perpendicular to be installed to the two sides of load bearing component 1,
Then load bearing component 1 is fixed in support member 2 by fixation member 5, suspension member 4 is installed the one of support member 2
End, by suspension member 4 by after fixation load bearing component 1 and support member 2 draw arrive steel tower designated position, 1 He of load bearing component
For one end notch of support member 2 against the vertical supporting beam of steel tower, the two plates of support member 2 are respectively erected in steel tower
On crossbeam, then by the woven belt 5-2 in fixation member 5, load bearing component 1 and support member 2 are fixed on steel tower, then will
The hook 4-2 of suspension member 4 is hung in the supporting beam of steel tower, then installs two guardrails 3 in the upper end of load bearing component 1, guardrail 3
Tensile elongation is adjusted according to the size of load bearing component 1.So, the installation of operating platform is just completed.Operator can incite somebody to action
Construction equipment is placed on load bearing component 1, and operator can stand and construct on load bearing component 1.The operating platform of the present embodiment can
Bear 500 kilograms of weight and not broken.
A kind of electric power tower maintenance another preferred embodiment of portable working platform, with a kind of upper embodiment base
This is identical, only difference is that, the material of three blocks of plate of the load bearing component 1 replaces with aluminium, the thickness of plate by carbon fiber
Degree is 15mm~20mm.The present embodiment is preferably 15mm.This operating platform can bear 500 kilograms of weight and not broken.
Claims (10)
1. a kind of electric power tower maintenance portable working platform, feature includes: load bearing component (1), support member (2), shield
Column (3), suspension member (4) and fixation member (5)；
The load bearing component (1) is made of n block plate, is linked per adjacent two plates by hinge, the upper end of n block plate
Face is evenly distributed with non-slip texture；
The support member (2) has reeded plate by two pieces of middle parts and constitutes, and two plates are mutually perpendicular to constitute L-shaped structure
And its " L " type bound edge is formed by the side that groove is fixed on load bearing component (1)；
The guardrail (3) is made of two support columns (3-1) and extension type flase floor (3-2), and passes through two support column (3-
1) it is fixed on support member (2), extension type flase floor (3-2) is provided between two support columns (3-1), thus in nothing
Barrier structure is formed on the load bearing component (1) of " L " type pack edge；
Extension type flase floor (3-2) is connected in sequence by several telescopic units, and each telescopic unit is by two strips
Connecting rod (3-2a) intersect placement, and it is fixed by pin shaft (3-2b) at crossing center, two neighboring telescopic unit it
Between it is fixed by the pin shaft (3-2b) at both ends；
The suspension member (4) is made of wirerope (4-1), hanging ring (4-2), hook (4-3) and supporting block (4-4), hanging ring (4-
2) one end is equipped with and screw thread and is fixed on supporting block (4-4), and hanging ring (4-2) other end is circular ring structure, and the one of wirerope (4-1)
The annulus across hanging ring (4-2), the other end connection hook (4-3) of wirerope (4-1) are held, hook (4-3) can be articulated to steel tower
Crossbeam on, there is inside supporting block (4-4) through slot, one end of load bearing component (1) is embedded in, to suspend load bearing component (1) in midair；
The fixation member (5) is made of connecting pin (5-1) and woven belt (5-2), and one end of connecting pin (5-1) is solid by screw thread
It is scheduled on " L " type bound edge of load bearing component (1), the other end of connecting pin (5-1) is circular ring structure, and woven belt (5-2), which passes through, to be connected
The annulus of outbound (5-1), will be in whole operation platform binding and fixing to steel tower by woven belt (5-2).
2. a kind of electric power tower maintenance portable working platform described in accordance with the claim 1, which is characterized in that the carrying
The n block plate of component (1) be carbon fibre material, plate with a thickness of 10mm~15mm.
3. a kind of electric power tower maintenance portable working platform described in accordance with the claim 1, which is characterized in that the carrying
The material of three blocks of plate of component (1) be aluminium, plate with a thickness of 15mm~20mm.
4. a kind of electric power tower maintenance portable working platform described in accordance with the claim 1, which is characterized in that the carrying
The hinge material of component (1) be steel alloy, hinge with a thickness of 5mm~10mm.
5. a kind of electric power tower maintenance portable working platform described in accordance with the claim 1, which is characterized in that the support
The material of component (2) is aluminium or carbon fibre material.
6. a kind of electric power tower maintenance portable working platform described in accordance with the claim 1, which is characterized in that the fixation
The annulus end of the connecting pin (5-1) of component (5) is under, and height exceeds the beam thickness of steel tower, is convenient for woven belt (5-
2) connecting pin (5-1) binding is passed through on the crossbeam of steel tower.
7. a kind of electric power tower maintenance portable working platform described in accordance with the claim 1, which is characterized in that the guardrail
(3) height is in 0.8m~1.5m.
8. according to a kind of electric power tower maintenance portable working platform described in claim 1 or 7, which is characterized in that described
There are two guardrails (3), is separately fixed at the hanging two sides of load bearing component (1).
9. a kind of electric power tower maintenance portable working platform described in accordance with the claim 1, which is characterized in that the carrying
The end that component (1) and support member (2) surround has notch.
10. according to a kind of electric power tower maintenance portable working platform described in claim 1 or 7 or 8, which is characterized in that
Also there is photosensitive LED light strip on the guardrail (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910912704.9A CN110528852B (en) | 2019-09-25 | 2019-09-25 | Electric power iron tower overhauls with portable operation platform |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910912704.9A CN110528852B (en) | 2019-09-25 | 2019-09-25 | Electric power iron tower overhauls with portable operation platform |
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| CN110528852A true CN110528852A (en) | 2019-12-03 |
| CN110528852B CN110528852B (en) | 2024-08-23 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112081365A (en) * | 2020-08-19 | 2020-12-15 | 尹品 | Electric power iron tower overhauls high altitude construction with interim insurance transfer platform |
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| CN203008502U (en) * | 2012-11-23 | 2013-06-19 | 阜南县腾祥工艺品有限公司 | Retractable fence |
| DE202015003671U1 (en) * | 2015-05-22 | 2015-11-05 | Cteam Consulting & Anlagenbau Gmbh | mast |
| CN106836777A (en) * | 2017-02-17 | 2017-06-13 | 中国十七冶集团有限公司 | A kind of foldable external wall construction operating platform of assembled and construction method |
| CN207348574U (en) * | 2017-10-23 | 2018-05-11 | 熊金武 | A kind of high-altitude construction is with regard to bit platform |
| CN207988924U (en) * | 2018-03-26 | 2018-10-19 | 新疆金风科技股份有限公司 | The pylon ladder rest platform and wind power generating set of wind power generating set |
| CN208088807U (en) * | 2018-04-04 | 2018-11-13 | 广东电网有限责任公司 | A kind of distribution wire steel tower operating platform |
| CN209053495U (en) * | 2018-10-18 | 2019-07-02 | 广东电网有限责任公司 | Operating platform and steel tower |
| CN210798250U (en) * | 2019-09-25 | 2020-06-19 | 国家电网有限公司 | Electric power iron tower overhauls uses portable operation platform |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112081365A (en) * | 2020-08-19 | 2020-12-15 | 尹品 | Electric power iron tower overhauls high altitude construction with interim insurance transfer platform |
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