CN109537865A - Super high-rise multi-curvature change arc wire outer climbing frame - Google Patents
Super high-rise multi-curvature change arc wire outer climbing frame Download PDFInfo
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- CN109537865A CN109537865A CN201811237768.5A CN201811237768A CN109537865A CN 109537865 A CN109537865 A CN 109537865A CN 201811237768 A CN201811237768 A CN 201811237768A CN 109537865 A CN109537865 A CN 109537865A
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- 230000009194 climbing Effects 0.000 title claims abstract description 25
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 98
- 239000010959 steel Substances 0.000 claims abstract description 98
- 238000000034 method Methods 0.000 claims abstract description 9
- 230000001737 promoting effect Effects 0.000 claims description 26
- 210000000056 organ Anatomy 0.000 claims description 21
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 210000000988 bone and bone Anatomy 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 17
- 238000009415 formwork Methods 0.000 description 7
- 230000003028 elevating effect Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000013011 mating Effects 0.000 description 2
- 230000006641 stabilisation Effects 0.000 description 2
- 238000011105 stabilization Methods 0.000 description 2
- 238000013475 authorization Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 230000002262 irrigation Effects 0.000 description 1
- 238000003973 irrigation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
Classifications
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- 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
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- Engineering & Computer Science (AREA)
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- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Movable Scaffolding (AREA)
Abstract
The invention discloses a super high-rise multi-curvature change arc climbing frame, which relates to the field of scaffolds and is technically characterized by comprising a plurality of horizontal lifting steel beams horizontally arranged on a building floor slab, a support jacking device arranged at the outer end of each horizontal lifting steel beam and a lifting platform, wherein the lifting platform comprises a scaffold and a plurality of guide rails fixed on one side of the scaffold, and a lifting device for driving the guide rails to lift along the support jacking devices is arranged on the inner sides of the guide rails; at least two groups of support supporting devices are connected on the guide rails in a sliding manner in the lifting process of each guide rail; and the building floor is provided with a driving device for driving the horizontal lifting steel beam to slide towards the outer side of the building floor. Can build the lift and climb the frame for the high floor building of many curvatures change pitch arcs at the building surface outward, make things convenient for the construction.
Description
Technical field
The present invention relates to scaffold fields, more particularly to a kind of Super High multi-curvature changes camber line outer climbing frame.
Background technique
Scaffold refer to construction site be worker operation and solving vertically and horizontally transport and the various brackets set up.For big
For type project, common embodiment has common steel tube scaffold and Integral climbing scaffold.
As shown in Figure 1, Integral climbing scaffold 2-1 is all to enclose building outer ring, certain altitude is set up, and pass through
Support 4-1 is attached on building floor outer edge 11 or external wall, can be with building by itself lifting device and device
Outer ring is successively climbed or is declined, a kind of common scaffold with overturn-preventing, falling proof device.
The existing Authorization Notice No. that can refer to is the Chinese invention patent file of CN206110659U, and it discloses one kind
Construction of super highrise building hydraulic zone climbing form system device, drip irrigation device include truss platform and support post,
The lower end of truss platform is equipped with support post, is equipped with climb formwork platform by support post, leads in the rear side of climb formwork platform equipped with creeping formwork
Rail, creeping formwork guide rail are fixed on the wall, and small stroke oil cylinder is equipped between climb formwork platform and creeping formwork guide rail, is equipped with after climb formwork platform
Connecting cavity is equipped with support rod in the connecting cavity and the support rod is ramp-like is distributed in connecting cavity.
With the fast development of super high-rise building, there are some irregular buildings, and existing vertical direction oscilaltion
Climbing frame can not carry out going up and down well and then carry out the work.
A kind of existing anisotropic building is that multi-curvature changes camber line in outer surface of building, uses existing elevating scaffold
Can not oscilaltion, in the construction process, construction personnel is constructed using the method for building common scaffold, time-consuming to take
Power now provides a kind of Super High multi-curvature variation camber line outer climbing frame.
Summary of the invention
In view of the deficiencies of the prior art, the present invention intends to provide outside a kind of Super High multi-curvature variation camber line
Climbing frame can build lifting platform outside the high-storey building that outer surface of building is multi-curvature variation camber line, facilitate building and apply
Work.
To achieve the above object, the present invention provides the following technical scheme that
A kind of Super High multi-curvature variation camber line outer climbing frame, including several horizontal promotion steel being horizontally set on building floor
Beam, the support branch apical organ and hoistable platform being arranged in each horizontal promotion girder steel outer end, the hoistable platform includes foot
Hand cradle and several guide rails for being fixed on scaffold side are provided on the inside of the guide rail and drive the guide rail along support branch
The lifting device of apical organ lifting；At least two groups of support branch apical organs slip on the guide rail during every lifting rail；
The driving device that drive level promotes girder steel Slideslip to outside building floor is provided on the building floor.
By using above-mentioned technical proposal, horizontal by setting promotes girder steel support scaffolding, by lifting device with
Support branch apical organ mating band moves hoistable platform oscilaltion, at the same time, adjusts horizontal promotion steel by the driving device of setting
The length of beam stretching building floor, inclined degree when adjustable scaffold is gone up and down, thus, pass through and adjusts horizontal promotion girder steel
Extension elongation scaffold can be made to creep upwards along outer surface of building, overcome original elevating scaffold and be merely able to vertically
The technical problem of lifting can build lifting when to outer surface of building is the high-storey construction that multi-curvature changes camber line
Climbing frame carries out oscilaltion, and when construction is more preferably quick and easy.
Preferably, promote girder steels at least provided with two groups of levels on same building floor, promoted on girder steel in level and
The first keel plate is erected between the building floor and support branch apical organ.
By using above-mentioned technical proposal, in construction, the horizontal length for promoting girder steel and stretching out building floor is adjusted first,
Then the first keel plate is built in the horizontal extension for promoting girder steel, so that setting is in flat between scaffold and building floor
Platform is constructed to facilitate.
Preferably, the horizontal promotion girder steel rectangular in cross-section, interval is fixedly installed several fixations on building floor
Sleeve, the horizontal girder steel that promoted are plugged in the fixes sleeve；The driving device includes being fixed on building floor
First oil cylinder and the second oil cylinder, first oil cylinder are fixed on the horizontal end for promoting girder steel, and the piston of the first oil cylinder
End is connected to the horizontal end for promoting girder steel；Second oil cylinder is each provided with one group in the horizontal two sides for promoting girder steel,
On the horizontal promotion girder steel and the two sides of its vertical length direction are respectively fixed with one group of adjustable plate, the second oil cylinder setting
There is side of the adjustable plate far from the first oil cylinder, and the pistons end of second oil cylinder is connect with the adjustable plate.
Pass through setting when adjusting the horizontal length for promoting girder steel stretching building floor by using above-mentioned technical proposal
The first oil cylinder and the second oil cylinder, adjusted, the first oil cylinder and the second oil cylinder promote girder steel to level from both ends and carry out
Top is held, so that the horizontal girder steel that promoted is able to maintain stabilization after adjustment.To more preferably stable in use.
Preferably, it is fixedly installed hanging seat on the downside of the upside building floor, when the hoistable platform oscilaltion,
Wirerope is connected in the horizontal girder steel outer end that promoted that the hanging seat and hanging seat are transferred.
Wirerope is hung, to water after adjusting the length for finishing horizontal promotion girder steel by using above-mentioned technical proposal
The flat girder steel that promoted is reinforced, thus, when promoting hoistable platform, so that horizontal promotion girder steel is more preferably stable.
Preferably, the scaffold include vertical spacing setting and in rectanglar arrangement several centre keels, centre keel it
Between fixed several second keel plates of vertical spacing, guide rail is fixed on the centre keel of building floor side.
By using above-mentioned technical proposal, the basic bone of scaffold is formed by the centre keel of setting and the second keel plate
Frame is constructed on it for construction personnel.
Preferably, the guide rail includes two channel steels being vertically arranged, the side that two channel steels are located remotely from each other offers recessed
Slot is connected with steel column in the two side close to each other, and the steel column is arranged at intervals with several along channel steel equal spacing in length direction；
Reinforcing rod is connected between two channel steels and centre keel；The support branch apical organ includes being fixed on consolidating for horizontal promotion girder steel end
The support frame for determining part and being fixedly connected with fixing piece and extending horizontally outward is arranged in the two sides of support frame as described above free end
There are two groups of guide wheels, the guide wheel slips in groove；Side rotation on the support frame is provided with support rod, the freedom of the support rod
End offers clamping groove, and link is fixed on the downside of support frame as described above；The lifting device is fixed on the downside of the reinforcing rod, separately
One end is connected on link.
By using above-mentioned technical proposal, by the guide rail and support branch apical organ of setting, firstly, in elevating scaffold,
Scaffold lifting can be driven by lifting device, in lifting process, slided by support branch apical organ along guide rail, so that foot
Hand cradle is more preferably stable in lifting process, at the same time, passes through the support rod of setting, after scaffold lifting terminates, support
Bar is connected on steel column, and the function and effect for preventing gliding are played to scaffold.So that construction is more preferably safe.
Preferably, being fixedly installed spandrel girder between the channel steel and centre keel；The lifting device includes being lifted on
Motor hoist on the downside of the spandrel girder and the fixed pulley that the guide rail lower end is set, the rope of the motor hoist
Rope is fixedly connected around the fixed pulley of lower end with the link.
By using above-mentioned technical proposal, pass through the spandrel girder of setting, for fixing motor hoist, motor hoist
Rope passes through the fixed pulley of guide rail lower end, connect with link, can be subtracted by the setting in the case where promoting identical altitudes
The setting height of small motor hoist is more quick during installation.
Preferably, hound is fixedly installed between the centre keel and the second keel plate, the hound and centre keel and
Second keel plate is enclosed in " triangle " shape.
By using above-mentioned technical proposal, by the hound of setting, can between centre keel and the second keel plate into
Row is reinforced.
In conclusion the invention has the following advantages:
1, girder steel support scaffolding is promoted by the horizontal of setting, it is flat by lifting device and the dynamic lifting of support branch apical organ mating band
Platform oscilaltion adjusts the horizontal length for promoting girder steel and stretching out building floor by the driving device of setting at the same time, can be with
Inclined degree when scaffold lifting is adjusted, thus, scaffold can be made by the extension elongation that adjusting level promotes girder steel
It creeps upwards along outer surface of building, the technical problem that original elevating scaffold is merely able to vertical lifting is overcome, to building
When outer surface is the high-storey construction that multi-curvature changes camber line, lifting platform can be built and carry out oscilaltion, when construction
It is more preferably quick and easy；
2, right by the first oil cylinder and the second oil cylinder of setting when adjusting the horizontal length for promoting girder steel stretching building floor
It is adjusted, and the first oil cylinder and the second oil cylinder carry out top to level promotion girder steel from both ends and hold, so that the horizontal girder steel that promoted exists
Stabilization is able to maintain after adjusting.To more preferably stable in use；
3, after adjusting the length for finishing horizontal promotion girder steel, wirerope is hung, girder steel is promoted to level and is reinforced, from
And when promoting hoistable platform, so that horizontal promotion girder steel is more preferably stable.
Detailed description of the invention
Fig. 1 is the floor map that a kind of Super High multi-curvature changes camber line outer climbing frame；
Fig. 2 is the stereoscopic schematic diagram that a kind of Super High multi-curvature changes camber line outer climbing frame；
Fig. 3 is the schematic diagram that a kind of Super High multi-curvature changes prominent guide rail in camber line outer climbing frame；
Fig. 4 is the schematic diagram that a kind of Super High multi-curvature changes prominent support branch apical organ in camber line outer climbing frame.
Appended drawing reference: 1, building floor；11, hanging seat；12, wirerope；2, horizontal to promote girder steel；21, fixes sleeve；22,
Adjustable plate；3, support branch apical organ；31, fixing piece；311, bottom plate；312, bolt；32, support frame；321, bearing rod；33, guide wheel；
34, link；35, support rod；351, clamping groove；4, hoistable platform；41, scaffold；411, centre keel；412, the second keel plate；
413, hound；42, reinforcing rod；43, guide rail；431, channel steel；4311, groove；432, steel column；44, spandrel girder；5, lifting dress
It sets；51, motor hoist；511, rope；52, fixed pulley；6, driving device；61, the first oil cylinder；62, the second oil cylinder；7, first
Keel plate.
Specific embodiment
Below in conjunction with attached drawing, invention is further described in detail, wherein the identical appended drawing reference of identical components
It indicates.It should be noted that word "front", "rear" used in the following description, "left", "right", "up" and "down", " bottom surface " and
" top surface " refers to that the direction in attached drawing, word "inner" and "outside" are referred respectively to towards or away from geometric center of specific component
Direction.
A kind of Super High multi-curvature variation camber line outer climbing frame, as shown in Figure 1, setting is being built in outside of the building, including setting
Several horizontal promotion girder steels 2 on build floor 1, in the every horizontal several support support top devices for promoting the fixed setting of 2 end of girder steel
3 and slip the hoistable platform 4 on support branch apical organ 3, wherein be provided with lifting device 5 on hoistable platform 4, pass through lifting
Device 5 drives its oscilaltion.
In conjunction with shown in Fig. 2 and Fig. 3, hoistable platform 4 includes scaffold 41 and the guide rail for being fixed on 41 side of scaffold
43.Scaffold 41 includes the centre keel 411 that is vertically arranged, and it and is in rectanglar arrangement, perpendicular that centre keel 411, which is arranged at intervals with several,
Several second keel plates 412 are fixed at intervals between keel 411.In construction, construction worker carries out on the second keel plate 412
It constructs, the spacing between adjacent two piece of second keel plate 412 meets 41 predetermined distance of scaffold.Further, in centre keel 411
And second be fixedly installed hound 413 between keel plate 412, wherein hound 413 and centre keel 411 and the second keel plate
Enclosing between 412 is in " triangle " shape, is reinforced, is applied to centre keel 411 and the second keel plate 412 by hound 413
Working hour is more preferably safe.
As shown in figure 3, guide rail 43 include vertical spacing be provided with two channel steels 431 and be fixed on two channel steels 431 it
Between steel column 432, wherein channel steel 431 forms fluted 4311 in the side mutually deviated from, two channel steels 431 and centre keel 411
Between be fixedly connected by several reinforcing rods 42.Wherein, guide rail 43 is distinguished on the centre keel 411 close to 1 side of building floor
It is fixed with one.Guide rail 43 is connect with support branch apical organ 3, plays the role of overturn-preventing and guiding to scaffold 41.
In conjunction with shown in Fig. 3 and Fig. 4, several horizontal promotion girder steels 2 are fixedly installed on each layer of building floor 1, in water
Flat outer end (one end i.e. hanging far from building floor 1) hold-down support branch apical organ 3 for promoting girder steel 2.
Support branch apical organ 3 include be fixed on the horizontal fixing piece 31 for promoting 2 end of girder steel, be fixedly connected with fixing piece 31 and
The support frame 32 that extends horizontally outward, 32 free end of support frame two sides rotation setting guide wheel 33, wherein guide wheel 33 is sliding
In groove 4311.
Fixing piece 31 includes bottom plate 311 and the bolt 312 for being fixed in horizontal promotion 2 end of girder steel, support frame 32
Including two spaced bearing rods 321,321 one end of bearing rod is fixed on bottom plate 311, in the freedom of two bearing rods 321
It holds and is located at the two side close to each other and be provided with guide wheel 33.
It is fixedly installed link 34 on the downside of two bearing rods 321, is connect by link 34 with lifting device 5, thus, it drives
43 oscilaltion of guide rail.At the same time, rotation is provided with support rod 35, the free end of support rod 35 between two bearing rods 321
Clamping groove 351 is offered, when scaffold 41 is fixed, the clamping groove 351 of support rod 35 is connected on steel column 432, Ke Yishi
Now to the locking of scaffold 41, when in use, scaffold 41 is more preferably safe.
Spandrel girder 44 is fixedly installed between guide rail 43 and centre keel 411, lifting device 5 is lifted under spandrel girder 44
Side, lifting device 5 include being lifted on the motor hoist 51 of the downside of spandrel girder 44 and be arranged in 431 lower end of channel steel determines cunning
Wheel 52, wherein the rope 511 of motor hoist 51 is fixedly connected around the fixed pulley 52 of lower end with link 34, thus, it is constructing
When, by the driving of elevator, may be implemented to drive guide rail 43 is synchronous with scaffold 41 to rise.
In order to enable construction is more preferably safe, and in oscilaltion, at least two groups of support branch apical organs 3 on each guide rail 43
It is supported fixation.
In the construction process, it when encountering some architecture storey side walls presentation certain radians, is carried out up and down to scaffold 41
When lifting, it is required that scaffold 41 can crawl when going up and down along the radian of building building lateral wall.
In order to make scaffold 41, arcuately flooring is crawled, and then is faster constructed, and level is mentioned
Girder steel 2 is risen to be provided with slidably.The driving device 6 that driving level promotes the horizontal sliding of girder steel 2 is provided on building floor 1,
Horizontal 2 level of girder steel that promoted is driven to slide by driving device 6, so that the horizontal length for promoting girder steel 2 and stretching out building floor 1
Degree is different, so that the vertical degree to guide rail 43 is adjusted, guide rail 43 is allowed to adjust angle during oscilaltion,
So as to be gone up and down on arc building body.
In conjunction with shown in Fig. 2 and Fig. 3, wherein girder steel 2 is promoted at least provided with two groups of levels on same building floor 1,
It builds and is fixedly installed several fixes sleeves 21 on imperial plate, level promotes girder steel 2 and is plugged in fixes sleeve 21, and can free skating
It is dynamic.
Driving device 6 includes the first oil cylinder 61 and the second oil cylinder 62 being fixed on building floor 1, wherein the first oil cylinder
61 are fixed on the horizontal end for promoting girder steel 2, and the piston end of the first oil cylinder 61 is connected to the horizontal end for promoting girder steel 2, drives
The dynamic horizontal girder steel 2 that promoted is fixedly installed to moving on the outside of building floor 1 in the horizontal two sides for promoting 2 length direction of girder steel respectively
There is adjustable plate 22, the second oil cylinder 62 is fixed on the horizontal two sides for promoting girder steel 2, and the second oil cylinder 62 and the first oil cylinder 61 distinguish position
Piston end in the two sides of adjustable plate 22, the second oil cylinder 62 is connected on adjustable plate 22, can drive water by the second oil cylinder 62
The flat girder steel 2 that promoted is moved on building floor 1.It is stretched by the first oil cylinder 61 and the adjustable Level tune girder steel of the second oil cylinder 62
The length of building floor 1 out is adjusted to realize and realize to the tilt angle of guide rail 43, thus, allow guide rail 43 along
The radian on building surface crawls.
Further, after guide rail 43 stops mobile, the horizontal length for promoting girder steel 2 and stretching out building floor 1 is adjusted, so that
Guide rail 43 to the greatest extent can with it is in a vertical shape so that scaffold 41 is more horizontal, steel column 432 is then clamped by using support rod 35,
So that scaffold 41 is fixed, then, on the horizontal one section of upper berth promoted on girder steel 2 and between building floor 1 and guide rail 43
If the first keel plate 7, then constructs.
Further, fixed on the downside of superstructure floor 1 in order to enable scaffold 41 is more preferably safe in the construction process
Be provided with hanging seat 11, when 4 oscilaltion of hoistable platform, horizontal below hanging seat 1 promoted 2 outer end of girder steel and hanging seat 11 it
Between be fixedly connected with wirerope 12, by wirerope 12, so that scaffold 41 is more preferably stable when rising.
This specific embodiment is only explanation of the invention, is not limitation of the present invention, those skilled in the art
Member can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but as long as at this
All by the protection of Patent Law in the scope of the claims of invention.
Claims (8)
1. a kind of Super High multi-curvature changes camber line outer climbing frame, which is characterized in that including being horizontally set on building floor (1)
Several horizontal support branch apical organ (3) and liftings for promoting girder steel (2), promoting the setting of girder steel (2) outer end in each level
Platform (4), the hoistable platform (4) include scaffold (41) and several guide rails (43) for being fixed on scaffold (41) side,
The lifting device (5) for driving the guide rail (43) to go up and down along support branch apical organ (3) is provided on the inside of the guide rail (43)；Every
At least two groups of support branch apical organs (3) are slipped on the guide rail (43) in root guide rail (43) lifting process；
It is provided with drive level on the building floor (1) and promotes the driving device of girder steel (2) to building floor (1) outer Slideslip
(6).
2. Super High multi-curvature according to claim 1 changes camber line outer climbing frame, it is characterized in that: in same building floor
(1) girder steel (2) are promoted at least provided with two groups of levels on, level promoted on girder steel (2) and be located at the building floor (1) and
The first keel plate (7) are erected between support branch apical organ (3).
3. Super High multi-curvature according to claim 1 changes camber line outer climbing frame, it is characterized in that: the horizontal promotion girder steel
(2) rectangular in cross-section is spaced on building floor (1) and is fixedly installed several fixes sleeves (21), the horizontal promotion girder steel
(2) it is plugged in the fixes sleeve (21)；
The driving device (6) includes the first oil cylinder (61) and the second oil cylinder (62) that are fixed on building floor (1), and described the
One oil cylinder (61) is fixed on the horizontal end for promoting girder steel (2), and the piston end of the first oil cylinder (61) is connected to the water
The flat end for promoting girder steel (2)；Second oil cylinder (62) is each provided with one group in the horizontal two sides for promoting girder steel (2), in institute
It states on horizontal promotion girder steel (2) and the two sides of its vertical length direction is respectively fixed with one group of adjustable plate (22), second oil cylinder
(62) be provided with adjustable plate (22) far from the first oil cylinder (61) side, and the pistons end of second oil cylinder (62) with it is described
Adjustable plate (22) connection.
4. Super High multi-curvature according to claim 3 changes camber line outer climbing frame, it is characterized in that: in the upside building building
It is fixedly installed hanging seat (11) on the downside of plate (1), when the hoistable platform (4) oscilaltion, in the hanging seat (11) and hangs
Horizontal girder steel (2) outer end that promoted of seat (11) decentralization is connected with wirerope (12).
5. Super High multi-curvature according to claim 1 changes camber line outer climbing frame, it is characterized in that: the scaffold (41) wraps
Include vertical spacing setting and in several centre keels (411) of rectanglar arrangement, in centre keel (411) if between vertical spacing it is fixed
Dry second keel plate (412), guide rail (43) are fixed on the centre keel (411) of building floor (1) side.
6. Super High multi-curvature according to claim 1 changes camber line outer climbing frame, it is characterized in that: the guide rail (43) includes
Two channel steels (431) being vertically arranged, the side that two channel steels (431) are located remotely from each other opens up fluted (4311), in the two phase
Mutually close side is connected with steel column (432), and the steel column (432) is arranged at intervals with along channel steel (431) equal spacing in length direction
It is several；Reinforcing rod (42) are connected between two channel steels (431) and centre keel (411)；
The support branch apical organ (3) includes being fixed on the horizontal fixing piece (31) and and fixing piece for promoting girder steel (2) end
(31) support frame (32) for being fixedly connected and extending horizontally outward is provided with two groups in the two sides of support frame as described above (32) free end
Guide wheel (33), the guide wheel (33) are slipped in groove (4311)；
Rotation is provided with support rod (35) on the upside of support frame (32), and the free end of the support rod (35) offers clamping groove
(351), link (34) are fixed on the downside of support frame as described above (32)；
The lifting device (5) is fixed on the downside of the reinforcing rod (42), and the other end is connected on link (34).
7. Super High multi-curvature according to claim 6 changes camber line outer climbing frame, it is characterized in that: in the channel steel (431)
Spandrel girder (44) are fixedly installed between centre keel (411)；
The lifting device (5) includes the motor hoist (51) being lifted on the downside of the spandrel girder (44) and is arranged in institute
The fixed pulley (52) of guide rail (43) lower end is stated, the rope (511) of the motor hoist (51) bypasses the fixed pulley (52) of lower end
It is fixedly connected with the link (34).
8. Super High multi-curvature according to claim 5 changes camber line outer climbing frame, it is characterized in that: the centre keel (411)
And second be fixedly installed hound (413) between keel plate (412), the hound (413) and centre keel (411) and second imperial
Bone plate (412) is enclosed in " triangle " shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811237768.5A CN109537865A (en) | 2018-10-23 | 2018-10-23 | Super high-rise multi-curvature change arc wire outer climbing frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811237768.5A CN109537865A (en) | 2018-10-23 | 2018-10-23 | Super high-rise multi-curvature change arc wire outer climbing frame |
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| Publication Number | Publication Date |
|---|---|
| CN109537865A true CN109537865A (en) | 2019-03-29 |
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ID=65845006
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811237768.5A Pending CN109537865A (en) | 2018-10-23 | 2018-10-23 | Super high-rise multi-curvature change arc wire outer climbing frame |
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| CN110512853A (en) * | 2019-08-06 | 2019-11-29 | 上海建工一建集团有限公司 | A kind of externally-hung protective frame and its application method in skyscraper |
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| CN112282338A (en) * | 2020-09-25 | 2021-01-29 | 陕西开友实业有限公司 | Frustum-shaped building construction scaffold and scaffold construction method |
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| CN113216590A (en) * | 2021-05-13 | 2021-08-06 | 中建一局集团建设发展有限公司 | Hanging seat system on cantilever structure and construction method |
| CN113863645A (en) * | 2021-10-11 | 2021-12-31 | 中铁建设集团中南建设有限公司 | Construction method of telescopic adjustable climbing frame based on outer curved surface contraction engineering |
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| CN114232968A (en) * | 2021-12-09 | 2022-03-25 | 中国一冶集团有限公司 | Attached lifting scaffold device |
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| CN114775988A (en) * | 2022-05-11 | 2022-07-22 | 中建八局总承包建设有限公司 | Climbing frame attachment device and attachment method for beam local adduction structure |
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| CN107299757A (en) * | 2017-05-31 | 2017-10-27 | 广西互恒建筑材料有限公司 | Channel-section steel sheet-type support |
| CN110512853B (en) * | 2019-08-06 | 2023-10-27 | 上海建工一建集团有限公司 | Externally hung protective frame and application method thereof in high-rise building |
| CN110512853A (en) * | 2019-08-06 | 2019-11-29 | 上海建工一建集团有限公司 | A kind of externally-hung protective frame and its application method in skyscraper |
| CN110271998A (en) * | 2019-08-07 | 2019-09-24 | 油特机械工具（大连）有限公司 | Automation combined type jack up unit for the processing of plurality of specifications cylinder |
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| CN111155756A (en) * | 2020-03-23 | 2020-05-15 | 中建一局集团建设发展有限公司 | Arc-shaped vertical face large-angle variable slope hydraulic protection structure and construction method thereof |
| CN111155756B (en) * | 2020-03-23 | 2023-12-01 | 中建一局集团建设发展有限公司 | Arc-shaped elevation large-angle variable slope hydraulic protection structure and construction method thereof |
| CN112282338A (en) * | 2020-09-25 | 2021-01-29 | 陕西开友实业有限公司 | Frustum-shaped building construction scaffold and scaffold construction method |
| CN112282339A (en) * | 2020-09-25 | 2021-01-29 | 陕西开友实业有限公司 | Construction method of frustum-shaped building scaffold |
| CN113216590A (en) * | 2021-05-13 | 2021-08-06 | 中建一局集团建设发展有限公司 | Hanging seat system on cantilever structure and construction method |
| CN113863645A (en) * | 2021-10-11 | 2021-12-31 | 中铁建设集团中南建设有限公司 | Construction method of telescopic adjustable climbing frame based on outer curved surface contraction engineering |
| CN114046032A (en) * | 2021-12-01 | 2022-02-15 | 中铁建工集团有限公司 | Attached lifting scaffold and translation device thereof |
| CN114232968A (en) * | 2021-12-09 | 2022-03-25 | 中国一冶集团有限公司 | Attached lifting scaffold device |
| CN114232968B (en) * | 2021-12-09 | 2024-03-26 | 中国一冶集团有限公司 | Attached lifting scaffold device |
| CN114250965A (en) * | 2021-12-28 | 2022-03-29 | 中国建筑第二工程局有限公司 | Climbing frame wall-attaching device for variable cross-section construction of high-rise building and construction method thereof |
| CN114658114A (en) * | 2022-04-29 | 2022-06-24 | 浙江港瑞智能装备有限公司 | Steel beam floor slab supporting structure |
| CN114775988A (en) * | 2022-05-11 | 2022-07-22 | 中建八局总承包建设有限公司 | Climbing frame attachment device and attachment method for beam local adduction structure |
| CN115162702A (en) * | 2022-07-27 | 2022-10-11 | 保利长大工程有限公司 | Climbing frame system suitable for variable curved surfaces and construction method thereof |
| CN115162702B (en) * | 2022-07-27 | 2023-11-24 | 保利长大工程有限公司 | Climbing frame system adapting to variable curved surface and construction method thereof |
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Application publication date: 20190329 |