CN106150057A - A kind of split blade type hydraulic pressure lift climbing frame - Google Patents
A kind of split blade type hydraulic pressure lift climbing frame Download PDFInfo
- Publication number
- CN106150057A CN106150057A CN201610715654.1A CN201610715654A CN106150057A CN 106150057 A CN106150057 A CN 106150057A CN 201610715654 A CN201610715654 A CN 201610715654A CN 106150057 A CN106150057 A CN 106150057A
- Authority
- CN
- China
- Prior art keywords
- climbing frame
- track
- connector
- type facilities
- frame
- 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.)
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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
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
-
- 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
-
- 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
-
- 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
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G2003/286—Mobile scaffolds; Scaffolds with mobile platforms mobile vertically
-
- 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
- E04G2005/008—Hoisting devices specially adapted as part of a scaffold system
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Jib Cranes (AREA)
Abstract
The present invention relates to a kind of split blade type descaling lift climbing frame, including track-type facilities, connector, mobile hydraulic lifting means, climbing frame, described climbing frame is fixing with track-type facilities to be connected, track-type facilities is connected with building floor face by connector, and mobile hydraulic lifting means can realize the track-type facilities i.e. lifting of climbing frame or decline by its hydraulic jack as required.It provides the benefit that: simple in construction, easy construction, cost of labor is cheap, it is few to take construction material, good looking appearance, security performance are high, can promote by burst, can improve speed of application.
Description
Technical field
The present invention relates to a kind of construction equipment in architectural engineering construction technique field, particularly relate to a kind of split blade type hydraulic pressure
Hoisting type climbing frame.
Background technology
At present, in Building Construction, high level especially high-rise building generally uses profile steel overhanging foot hands
Frame, end item uses electric block integral lifting attached lifting scaffold.
When using profile steel overhanging scaffold, all floors are required for setting up, and encorbelment every time and highly must not exceed 20m, need to use
The circulation materials such as substantial amounts of shaped steel steel pipe, and install, to dismantle needs substantial amounts of manually, causes engineering cost high, meanwhile, in peace
Dress, dismounting scaffold time abnormally dangerous, easily there is security incident in workman.On scaffold, protection network is Dense mesh screen, shaky, phase
Connecting for point between adjacent Dense mesh screen, have gap, easily fly out construction material, causes engineering accident.It addition, overhanging scaffold can not
Operating platform can be set up layer by layer, so, it is easily caused the generation of personnel's falling accident, there is potential safety hazard.
The technics comparing using electric block integral lifting attached lifting scaffold is complicated, and electric wire wiring is more, lays
Guide rail is wasted time and energy, and needs overall lifting in work progress, promotes relatively slow, and during hoisting type, uncertain factor is many.In subregion
During construction, pour after the concrete in a region can not hoisting scaffold in time, cause work layer not protected in time.
Summary of the invention
For overcoming prior art not enough, the invention provides a kind of split blade type descaling lift climbing frame, simple in construction, construction
Conveniently, cost of labor is cheap, it is few to take construction material, good looking appearance, security performance high, can promote by burst, can improve construction speed
Degree.
In order to achieve the above object, the present invention realizes by the following technical solutions:
A kind of split blade type descaling lift climbing frame, including track-type facilities, connector, mobile hydraulic lifting means, climbing frame,
It is characterized in that, described climbing frame is fixing with track-type facilities to be connected, and track-type facilities is connected with building floor face by connector, moves
Actuated hydraulic lifting means can be promoted by its hydraulic jack or decline track-type facilities as required.
Described track-type facilities is made up of guide rail, girth member, " tooth " part, suspension ring, and its middle guide is 2 and is welded by girth member
Fixing, suspension ring are 2 tops being respectively welded at two guide rails, and " tooth " part is N group, separated by a distance are symmetrically welded at two
On guide rail.
Described connector is made up of bearing bar, rotatable pulling track-type facilities, fixing bolt, attaching nut, anchoring piece,
Wherein the end of connector is provided with bearing bar and rotatable pulling track-type facilities, coordinates " card " to live guide rail dress with guide rail " tooth " part
Put；The other end of connector by fixing bolt and the attaching nut being embedded in concrete, anchoring piece is fixing is connected.
Described mobile hydraulic lifting means includes electric hydaulic power set, hydraulic tube, hydraulic jack and jacking frame,
Wherein pressure oil is passed to hydraulic jack and jacking frame by hydraulic tube by electric hydaulic power set.
Described climbing frame is made up of channel-section steel, colored steel, I shape combination wood stupefied, operating platform, channel-section steel one, square steel, and wherein channel-section steel is 2
Part is connected to one with 2 corresponding fixing connections of guide rail, channel-section steel and colored steel by I shape combination wood is stupefied respectively by channel-section steel one, square steel
Rising, operating platform links together by I shape combination wood is stupefied with channel-section steel one.
Construction procedure:
1) according to construction G-Design climbing frame size, including the climbing frame site plan of each floor, climbing frame total quantity, list
The length height of individual climbing frame, the position of guide rail, the wooden stupefied spacing of I shape combination, wherein climbing frame is designed as split blade type, every climbing frame
Length is usually no more than 10m, height generally 3-4 layer building floor height i.e. about 11m；Every climbing frame sets 2 channel-section steels, 2 channel-section steels
Between the width B1*0.207 that distance B is the width B1-2* climbing frame taking climbing frame after rounding value, between i.e. 2 guide rails away from
From.
2), after reinforced bar engineering completes, pre-buried attaching nut, anchoring piece in side bar steel reinforcement cage, the root at anchoring piece is placed
The reinforcing bar of piece diameter an about 10mm, to strengthen withdrawal resistance.
3) pour concrete, after concrete has some strength, and after levels anchoring piece is the most pre-buried, possesses installation climbing frame condition.
4) make assembling climbing frame and track-type facilities according to project progress, utilize tower crane to tangle suspension ring for the first time and hang
Dress is installed, and it is a piece of that place hour assembles a piece of installation, can assemble multi-disc in advance and lift together when place is big.
5) protective cover of attaching nut is removed, by connector by fixing bolt and the attaching nut being embedded in concrete, anchor
Firmware connects, and the other end of connector is by the bearing bar being provided with and rotatable pulling track-type facilities, with guide rail " tooth " part
Coordinate " card " to live track-type facilities, complete to install first；Connector typically uses at continuous two-layer building level surface simultaneously, superstructure
The connector of aspect does not stresses in vertical direction with guide rail, in only the horizontal direction stress, and the connector of superstructure aspect only exists
Anti-fall effect is played when climbing frame falls.
6) when construction completes to need to promote climbing frame, by hydraulic jack and the jacking frame peace of mobile hydraulic lifting means
Install on 2 guide rails, adjust bearing bar and rotatable pulling track-type facilities, unclamp the connection between connector and guide rail, open
Galvanic electricity hydrodynamic pressure power set by hydraulic jack and jacking frame by guide rail and climbing frame jack-up, one " tooth " part of each jacking
Distance, repeatedly jacking, until the height of one floor of jacking；Again adjust bearing bar and rotatable pulling track-type facilities, lock
It is connected between clamping joint with guide rail, dismantles and remove mobile hydraulic lifting means, complete the lifting operation of a climbing frame.
7) step 6 is repeated), climbing frame can go straight up to the top layer to entire building.
8) as climbing frame need to be used to carry out the construction of external decoration, the most successively declining climbing frame, operating principle is ibid；If not
Climbing frame need to be used to carry out external decoration, utilize tower crane can remove climbing frame by burst.
9) every climbing frame is removed, store, treat that next engineering turnover uses.
Compared with prior art, the invention has the beneficial effects as follows:
1, the problem that overhanging scaffold construction is inconvenient, cost of labor is high is efficiently solved.
2, efficiently solving overhanging scaffold, to take material many, the problem that material cost is high.
3, workman's dangerous big problem when setting up dismounting overhanging scaffold is efficiently solved.
4, the problem that overhanging scaffold construction speed is slow is efficiently solved.
5, efficiently solve electric block integral lifting attached lifting scaffold complex process, construction inconvenience, promote
Speed, cost high problem high, dangerous.
Accompanying drawing explanation
Fig. 1 is the edge-on cross-sectional view of the present invention；
Fig. 2 is the structural representation front view of the track-type facilities of the present invention；
Fig. 3 is the structural representation left view of the track-type facilities of the present invention；
Fig. 4 is I portion structure for amplifying schematic diagram in Fig. 1；
Fig. 5 is II portion structure for amplifying schematic diagram in Fig. 1；
Fig. 6 is the positive facade structural representation of the climbing frame of the present invention.
In figure: 1-track-type facilities 11-guide rail 12-girth member 13-" tooth " part 14-suspension ring 2-connector 21-load-bearing
Bar 22-rotatable pulling track-type facilities 23-fixes bolt 24-attaching nut's 25-anchoring piece 3-electric hydaulic power dress
Put 31-hydraulic tube 32-hydraulic jack and jacking frame 4-climbing frame 41-channel-section steel 42-colored steel 43-I shape combines wooden stupefied 44-behaviour
Make platform 45-channel-section steel 1 square steel
Detailed description of the invention
Below in conjunction with the accompanying drawings the detailed description of the invention of the present invention is described further:
As shown in figs 1 to 6, a kind of split blade type descaling lift climbing frame of the present invention, including track-type facilities 1, connect
Part 2, mobile hydraulic lifting means, climbing frame 4, described climbing frame 4 is fixing with track-type facilities 1 to be connected, and track-type facilities 1 passes through connector
2 are connected with building floor face, and mobile hydraulic lifting means can be promoted by its hydraulic jack 32 or be declined as required
Track-type facilities 1, i.e. realizes the lifting of climbing frame 4 to meet differing heights construction requirement.
Described track-type facilities 1 is made up of guide rail 11, girth member 12, " tooth " part 13, suspension ring 14, and its middle guide 11 is 2 and leads to
Cross girth member 12 and be welded and fixed composition frame structure, undertake the weight of climbing frame 4 and workmen etc.；Suspension ring 14 are 2 and weld respectively
It is connected on the top of two guide rails 11, when first installation, connects tower crane hook；" tooth " part is N group, separated by a distance (general
For 300mm) it is symmetrically welded on two guide rails 11.
Described connector 2 is by bearing bar 21, rotatable pulling track-type facilities 22, fixing bolt 23, attaching nut 24, anchor
Firmware 25 forms, and wherein the end of connector 2 is provided with bearing bar 21 and rotatable pulling track-type facilities 22, with guide rail 11
" tooth " part 13 coordinates " card " to live track-type facilities 1, will fix by track-type facilities 1；The other end of connector 2 is by fixing bolt 23
Fix be connected with the attaching nut 24 being embedded in concrete, anchoring piece 25, connector 2 is fixed on floor concrete.Fixing bolt 23
Detachably have enough to meet the need use.
Described mobile hydraulic lifting means includes electric hydaulic power set 3, hydraulic tube 31, hydraulic jack and jacking
Frame 32, wherein pressure oil is passed to hydraulic jack and jacking frame 32 by hydraulic tube 31 by electric hydaulic power set 3, in order to
Jack-up track-type facilities 1 and climbing frame 4, it is achieved the lifting of climbing frame 4.
Described climbing frame 4 is stupefied 43 by channel-section steel 41, colored steel 42, I shape combination wood, operating platform 44, channel-section steel 1, square steel 46 groups
Become, wherein channel-section steel 41 be 2 by channel-section steel 1, square steel 46 fixing connection corresponding with 2 guide rails 11, channel-section steel 41 and colored steel respectively
42 are linked together by I shape combination wood stupefied 43, and operating platform 44 is connected to one with channel-section steel 1 by I shape combination wood stupefied 43
Rise.Colored steel 42 use lightweight colored steel with holes as peripheral guardrail, elegant in appearance and safer, reliable.
Construction procedure:
1) according to construction G-Design climbing frame size, including the climbing frame site plan of each floor, climbing frame total quantity, list
The length height of individual climbing frame, the position of guide rail, the wooden stupefied spacing of I shape combination, wherein climbing frame is designed as split blade type, every climbing frame
Length is usually no more than 10m, height generally 3-4 layer building floor height i.e. about 11m；Every climbing frame sets 41,2 grooves of 2 channel-section steels
Distance B between steel 41 is the rounding value after the width B1*0.207 of the width B1-2* climbing frame taking climbing frame 4, i.e. 2 guide rails 11 it
Between distance (guide rail 11 with channel-section steel 41 be correspondingly arranged).
2), after reinforced bar engineering completes, pre-buried attaching nut 24, anchoring piece 25 in side bar steel reinforcement cage, at the root of anchoring piece 25
The reinforcing bar of diameter an about 10mm is placed in portion, to strengthen withdrawal resistance.
3) pour concrete, after concrete has some strength, and after levels anchoring piece 25 is the most pre-buried, possesses installation climbing frame bar
Part.
4) make assembling climbing frame 4 and track-type facilities 1 according to project progress, utilize tower crane to tangle suspension ring 14 for the first time and enter
Row lifting is installed, and it is a piece of that place hour assembles a piece of installation, can assemble multi-disc in advance and lift together when place is big.
5) protective cover of attaching nut 24 is removed, by connector 2 by fixing bolt 23 and the connection spiral shell being embedded in concrete
Mother 24, the fixing connection of anchoring piece 25, the other end of connector 2 is filled by the bearing bar 21 being provided with and rotatable pulling guide rail
Put 22, coordinate with " tooth " part 13 of guide rail 11 " card " to live track-type facilities 1, will link together with connector 2 by track-type facilities 1,
Complete to install first；Connector 2 typically uses at continuous two-layer building level surface simultaneously, the connector 2 of superstructure aspect with lead
Rail 11 does not stresses in vertical direction, in only the horizontal direction stress, and the connector 2 of superstructure aspect only rises when climbing frame 4 falls
To anti-fall effect.
6) when construction completes to need to promote climbing frame 4, by hydraulic jack and the jacking frame of mobile hydraulic lifting means
32 are installed on 2 guide rails 11, adjust bearing bar 21 and rotatable pulling track-type facilities 22, unclamp connector 2 and guide rail 11
Connection, start electric hydaulic power set 3 by hydraulic jack and jacking frame 32 by guide rail 11 and climbing frame 4 jack-up, every time
The distance (300mm) of one " tooth " part 13 of jacking, repeatedly jacking, until the height of one floor of jacking；Again adjust bearing bar
21 and rotatable pulling track-type facilities 22, locking connector 2 is connected between guide rail 11, dismantles and removes mobile hydraulic and carry
The equipment of liter, completes the lifting operation of a climbing frame 4.
7) step 6 is repeated), climbing frame 4 can go straight up to the top layer to entire building.
8) as climbing frame 4 need to be used to carry out the construction of external decoration, the most successively declining climbing frame 4, operating principle is ibid；As
It is not required to use climbing frame 4 to carry out external decoration, utilizes tower crane can remove climbing frame 4 by burst.
9) every climbing frame 4 is removed, store, treat that next engineering turnover uses.
Claims (5)
1. a split blade type descaling lift climbing frame, including track-type facilities, connector, mobile hydraulic lifting means, climbing frame, its
Being characterised by, described climbing frame is fixing with track-type facilities to be connected, and track-type facilities is connected with building floor face by connector, mobile
Formula hydraulic lifting device can be promoted by its hydraulic jack or decline track-type facilities as required.
A kind of split blade type descaling lift climbing frame the most according to claim 1, it is characterised in that described track-type facilities is by leading
Rail, girth member, " tooth " part, suspension ring form, and its middle guide is 2 and is welded and fixed by girth member, and suspension ring are 2 and are respectively welded at
The top of two guide rails, " tooth " part is N group, separated by a distance is symmetrically welded on two guide rails.
A kind of split blade type descaling lift climbing frame the most according to claim 1, it is characterised in that described connector is by load-bearing
Bar, rotatable pulling track-type facilities, fixing bolt, attaching nut, anchoring piece composition, wherein the end of connector is provided with load-bearing
Bar and rotatable pulling track-type facilities, coordinate " card " to live track-type facilities with guide rail " tooth " part；The other end of connector is by solid
Attaching nut, the anchoring piece of determining bolt and be embedded in concrete are fixed and are connected.
A kind of split blade type descaling lift climbing frame the most according to claim 1, it is characterised in that described climbing frame by channel-section steel,
Colored steel, I shape combination wood stupefied, operating platform, channel-section steel one, square steel composition, wherein channel-section steel be 2 by channel-section steel one, square steel respectively with 2
Root guide rail correspondence is fixing to be connected, and channel-section steel links together by I shape combination wood is stupefied with colored steel, and operating platform and channel-section steel one pass through I
Shape combination wood is stupefied to link together.
A kind of split blade type descaling lift climbing frame the most according to claim 1, it is characterised in that it includes following construction step
Rapid:
1) according to construction G-Design climbing frame size, including the climbing frame site plan of each floor, climbing frame total quantity, single climb
The length height of frame, the position of guide rail, the wooden stupefied spacing of I shape combination, wherein climbing frame is designed as split blade type, the length of every climbing frame
It is usually no more than 10m, height generally 3-4 layer building floor height i.e. about 11m；Every climbing frame sets 2 channel-section steels, between 2 channel-section steels
The width B1*0.207 that distance B is the width B1-2* climbing frame taking climbing frame after rounding value, the distance between i.e. 2 guide rails.
2), after reinforced bar engineering completes, pre-buried attaching nut, anchoring piece in side bar steel reinforcement cage, the root at anchoring piece places one
The reinforcing bar of diameter about 10mm, to strengthen withdrawal resistance.
3) pour concrete, after concrete has some strength, and after levels anchoring piece is the most pre-buried, possesses installation climbing frame condition.
4) make assembling climbing frame and track-type facilities according to project progress, utilize tower crane to tangle suspension ring for the first time and carry out lifting peace
Dress, it is a piece of that place hour assembles a piece of installation, can assemble multi-disc in advance and lift together when place is big.
5) protective cover of attaching nut is removed, by connector by fixing bolt and the attaching nut being embedded in concrete, anchoring piece
Connecting, the other end of connector, by the bearing bar being provided with and rotatable pulling track-type facilities, coordinates with guide rail " tooth " part
" block " firmly track-type facilities, complete to install first；Connector typically uses at continuous two-layer building level surface simultaneously, superstructure aspect
Connector do not stress in vertical direction with guide rail, stress in only the horizontal direction, the connector of superstructure aspect is only at climbing frame
Anti-fall effect is played when falling.
6) when construction completes to need to promote climbing frame, hydraulic jack and the jacking frame of mobile hydraulic lifting means are installed to
On 2 guide rails, adjust bearing bar and rotatable pulling track-type facilities, unclamp the connection between connector and guide rail, start electricity
Hydrodynamic pressure power set by hydraulic jack and jacking frame by guide rail and climbing frame jack-up, one " tooth " part of each jacking away from
From, repeatedly jacking, until the height of one floor of jacking；Again adjust bearing bar and rotatable pulling track-type facilities, locking
It is connected between connector with guide rail, dismantles and remove mobile hydraulic lifting means, complete the lifting operation of a climbing frame.
7) step 6 is repeated), climbing frame can go straight up to the top layer to entire building.
8) as climbing frame need to be used to carry out the construction of external decoration, the most successively declining climbing frame, operating principle is ibid；As being not required to make
Carry out external decoration with climbing frame, utilize tower crane can remove climbing frame by burst.
9) every climbing frame is removed, store, treat that next engineering turnover uses.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610715654.1A CN106150057B (en) | 2016-08-24 | 2016-08-24 | A kind of split blade type hydraulic pressure lift climbing frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610715654.1A CN106150057B (en) | 2016-08-24 | 2016-08-24 | A kind of split blade type hydraulic pressure lift climbing frame |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106150057A true CN106150057A (en) | 2016-11-23 |
| CN106150057B CN106150057B (en) | 2018-12-04 |
Family
ID=57342859
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610715654.1A Active CN106150057B (en) | 2016-08-24 | 2016-08-24 | A kind of split blade type hydraulic pressure lift climbing frame |
Country Status (1)
| Country | Link |
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| CN (1) | CN106150057B (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109184171A (en) * | 2018-09-27 | 2019-01-11 | 鼎宸建设科技有限公司 | A kind of climbing frame becoming track |
| CN112002263A (en) * | 2020-06-30 | 2020-11-27 | 中国一冶集团有限公司 | Construction method for combining external climbing frame with multifunctional advertising board |
| CN114427291A (en) * | 2022-02-12 | 2022-05-03 | 陈青腾 | Connecting device for hydraulic jack and climbing frame climbing guide rail |
| CN115288412A (en) * | 2022-08-24 | 2022-11-04 | 中国建筑第二工程局有限公司 | Design and construction method for all-steel intelligent climbing frame |
| CN115807533A (en) * | 2022-12-14 | 2023-03-17 | 中国建筑第四工程局有限公司 | Self-elevating tower crane channel device with shaped guide rail |
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| US20130259609A1 (en) * | 2012-03-30 | 2013-10-03 | Bruce W. Creed | Truss lifter and stabilizer |
| CN103375023A (en) * | 2012-04-27 | 2013-10-30 | 广州市达蒙建筑技术有限公司 | Attached type lifting scaffold |
| CN204418629U (en) * | 2014-12-24 | 2015-06-24 | 中国建筑第二工程局有限公司 | Integrated form climbs frame |
| CN206110636U (en) * | 2016-08-24 | 2017-04-19 | 中国三冶集团有限公司 | Burst formula hydraulic lifting climbs frame |
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| CN1544783A (en) * | 2003-11-25 | 2004-11-10 | 上海市第一建筑有限公司 | Double-acting hydraulic climbing die block system |
| CN101787792A (en) * | 2010-01-26 | 2010-07-28 | 北京卓良模板有限公司 | Building protection screen system |
| WO2013127001A1 (en) * | 2012-02-29 | 2013-09-06 | Lavoie, Michel | Platform hoist |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109184171A (en) * | 2018-09-27 | 2019-01-11 | 鼎宸建设科技有限公司 | A kind of climbing frame becoming track |
| CN109184171B (en) * | 2018-09-27 | 2021-05-14 | 广东博智林机器人有限公司 | Climbing frame for changing rail |
| CN112002263A (en) * | 2020-06-30 | 2020-11-27 | 中国一冶集团有限公司 | Construction method for combining external climbing frame with multifunctional advertising board |
| CN114427291A (en) * | 2022-02-12 | 2022-05-03 | 陈青腾 | Connecting device for hydraulic jack and climbing frame climbing guide rail |
| CN115288412A (en) * | 2022-08-24 | 2022-11-04 | 中国建筑第二工程局有限公司 | Design and construction method for all-steel intelligent climbing frame |
| CN115807533A (en) * | 2022-12-14 | 2023-03-17 | 中国建筑第四工程局有限公司 | Self-elevating tower crane channel device with shaped guide rail |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106150057B (en) | 2018-12-04 |
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