CN106677512A - Adjustable sliding-rail type suspension girder operating platform for high-rise building - Google Patents
Adjustable sliding-rail type suspension girder operating platform for high-rise building Download PDFInfo
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- CN106677512A CN106677512A CN201611136868.XA CN201611136868A CN106677512A CN 106677512 A CN106677512 A CN 106677512A CN 201611136868 A CN201611136868 A CN 201611136868A CN 106677512 A CN106677512 A CN 106677512A
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- operating platform
- basketry
- overarm
- rail type
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- 239000000725 suspension Substances 0.000 title claims abstract description 14
- 230000007306 turnover Effects 0.000 claims description 6
- 230000009194 climbing Effects 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 3
- 230000002459 sustained effect Effects 0.000 claims description 3
- 238000009434 installation Methods 0.000 description 8
- 238000012546 transfer Methods 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 238000010276 construction Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- 230000003340 mental effect Effects 0.000 description 2
- 206010000372 Accident at work Diseases 0.000 description 1
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000009466 transformation 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
- E04G3/28—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
- 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G2003/283—Mobile scaffolds; Scaffolds with mobile platforms mobile horizontally
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rehabilitation Tools (AREA)
- Emergency Lowering Means (AREA)
Abstract
The invention discloses an adjustable sliding-rail type suspension girder operating platform for a high-rise building. The operating platform comprises a basketry body and a hanger structure. The hanger structure comprises a telescopic beam, front clamping arms and rear clamping arms, wherein the front clamping arms and the rear clamping arms are all perpendicularly and fixedly connected with the telescopic beam. The telescopic beam comprises a front beam body and a rear beam body which are partially and mutually sleeved, and the front beam body and the rear beam body can adjust the working length of the telescopic beam through a telescopic device. The side, close to the front clamping arms, of the basketry body is provided with basketry sliding sleeves, the basketry sliding sleeves are connected with the front clamping arms in a sleeving mode, and the height of the basketry body can be adjusted through a height adjusting device. According to the adjustable sliding-rail type suspension girder operating platform for the high-rise building, the relative planar distances of the front clamping arms and the rear clamping arms can be adjusted through the front beam body and the rear beam body so that the working length of the telescopic beam can be adaptable to the width of the cross section of a suspension girder, and a hanger of the operating platform can be adaptable to the suspension girders with different specifications and sizes. In addition, adjustment of the working height of the basketry body is achieved through the height adjusting device between the front clamping arms and the basketry sliding sleeves, and thus the requirement that the operating platform is adaptable to fastening of the suspension girders under different working conditions is met.
Description
Technical field
The present invention relates to Installation Work of High-Rise Building tooling device field, more particularly to a kind of skyscraper is adjustable slide rail type
Overarm operating platform.
Background technology
With the continuous development of China's economy, the quantity of skyscraper is on the increase, and skyscraper is most using steel knot
Structure is agent structure, and the node of steel construction typically using welding or bolts connected mode.Because structural steelwork is in construction,
Floor needs just to be laid after overarm is installed, thus steel construction overarm it is latter in place in lifting as carry out it is temporarily solid
It is fixed, then need operator by corresponding equipment to terminal operation of hanging oneself from a beam, and the dangerous pole of work high above the ground constructing operation
Greatly, and to workmen larger mental pressure is produced.
In prior art, during overarm terminal operation, it usually needs use overarm Hanging Basket as the operating platform of staff.
The overarm Hanging Basket of prior art is mainly made up of hook, connecting portion and the part of hoop body three, and the hook of Hanging Basket of hanging oneself from a beam needs
It is designed and then welding fabrication according to the concrete size for installing overarm, but the beam for being such as applied to different specification size is installed
When, needs carry out corresponding operating platform manufacture according to different beam sizes, so that the versatility of overarm Hanging Basket is poor, weight
Multiple utilization rate is relatively low.The overarm Hanging Basket for producing multiple different specification sizes is needed in same Steel Structure Installation engineering, so as to
The waste of material and manpower is caused, and improves the cost pressure in production process.
In overarm Hanging Basket operation process, after fastening installation site operation and finishing, needs will hang oneself from a beam Hanging Basket operator
It is transferred to other installation sites.Operated in the less overarm of top surface area because standing stands in, it is impossible to only according to one
Oneself power lifts walking movement on Hanging Basket and beam, and Hanging Basket top of hanging oneself from a beam is not provided with corresponding door handle device, operator
Be not easily found suitable impetus, so as to cannot one will hang oneself from a beam Hanging Basket shift in place, need other staff by lifting rope coordinate
Overarm Hanging Basket can be just transferred to into other installation sites, so that mobility is poor in whole installation process, take more people
Power resource.
The overarm Hanging Basket of prior art can not arrange near the side of overarm position and installation or welding operation are caused to interfere
Structure, therefore operator from overarm Hanging Basket up or down when, need other staff to coordinate using rope and operator are hung send
Into or out hoop body.Overarm Hanging Basket is also not provided with corresponding extension board near overarm bottom, and operator are installing
During, if not noticing the room between overarm Hanging Basket and overarm bottom, easily slip forward from the room and be poured off
Go out Hanging Basket of hanging oneself from a beam, therefore there is serious industrial accident hidden danger.
The content of the invention
The main object of the present invention is to propose a kind of strong adaptability, convenient transfer, the skyscraper adjustable slide of safety and comfort
Rail hang oneself from a beam operating platform, it is intended to solve operating platform in prior art cannot be suitable for it is various overarm be hooked, need other staff
Assistance carries out station transfer, the technical problem that operating platform safety is bad and comfortableness is not good.
For achieving the above object, the present invention proposes a kind of adjustable slide rail type overarm operating platform of skyscraper, the operation
Platform includes basketry body and the side located at hoop body direction overarm or so portion and can be hung on the hook structure of overarm, institute
Stating hook structure includes the telescoping crossbeam of scalable adjustment length, and the fore-clamp being fixedly connected vertical with the telescoping crossbeam
Gripping arm and rear clamping limb, the telescoping crossbeam includes the front beam and rear cross beam of mutually part socket, the front beam and described
Rear cross beam can adjust the telescoping crossbeam active length by retractor device；The basketry body is near the side of the fore-clamp gripping arm
It is provided with basketry sliding sleeve to be socketed with the fore-clamp gripping arm and can adjust the basketry body height by arrangement for adjusting height.
Preferably, the retractor device include being arranged at rear cross beam inside and can the locating convex block that protrudes of elasticity, institute
State locating convex block bottom and be provided with spring, the front beam surface is provided with some positioning through hole and coordinates to adjust with the locating convex block
The active length of the telescoping crossbeam.
Preferably, the retractor device includes being arranged at the positioning screw hole on the rear cross beam surface, and is arranged at described
Front beam surface and the positioning elongated hole coordinated with the positioning screw hole, the positioning screw hole can tether bolt by the front beam and
The rear cross beam is fixedly linked to adjust the active length of the telescoping crossbeam.
Preferably, the arrangement for adjusting height includes being arranged at the bolt hole on the fore-clamp gripping arm surface, and is arranged at
The basketry sliding sleeve surface simultaneously coordinates some through holes for bolting with the bolt hole.
Preferably, the arrangement for adjusting height include being arranged at fore-clamp gripping arm inside and can elasticity protrusion surface it is convex
Block, the basketry sliding sleeve bottom side edge coordinates positioning along groove is provided with the projection.
Preferably, the fore-clamp gripping arm, the rear clamping limb, the front beam, the rear cross beam, the basketry sliding sleeve are equal
For square tube.
It is preferably located in the described rear clamping limb of the operating platform side and is fitted with push rod, the push rod epimere is
Square tube, the push rod hypomere is pipe, and the epimere middle part of the push rod is additionally provided with the top that limited block contacts at the rear clamping limb
End edge edge, the push rod top has also been vertically connected handle；The fore-clamp gripping arm and the rear clamping limb opposite flank are provided with wheel
Fagging, the wheel fagging bottom is less than the telescoping crossbeam bottom, and the outside side of the wheel fagging is provided with wheel support and can roll
Dynamic push wheel is connected.
Preferably, the basketry sliding sleeve is provided with towards the side of the hoop body with the fore-clamp gripping arm and climbs ladder brace plate,
It is described to climb that ladder brace plate quantity is identical and positional symmetry；Sustained height and it is symmetrical climb ladder brace plate and be hooked detachably climb ladder
Plate, it is described detachably climb gangboard two ends and be provided with buckle and contact at described climb ladder brace plate towards lateral surface.
Preferably, the hoop body bottom has been pivotally attached to turnover front panel near the bottom sides edge of overarm.
Preferably, the fore-clamp gripping arm and the rear clamping limb opposite face bottom are equipped with suspension ring, described in relative two
The mesopore of suspension ring is wound with the adjustable seat belt for tightening up length.
Technical solution of the present invention adjusts fore-clamp gripping arm and rear clamping limb by the connected front beam of mutually socket and rear cross beam
With respect to the distance of plane so that the telescoping crossbeam active length of front beam and rear cross beam composition can be with overarm cross-sectional width phase
Adapt to, the hook for making operating platform is adapted to the overarm of different specification size so that operating platform is not allowed with what is hung oneself from a beam when being affiliated to
Easily rock firm with relatively reliable.In addition, hoop body is realized by the arrangement for adjusting height between fore-clamp gripping arm and basketry sliding sleeve
The working depth adjustment of hoop body, meets operating platform and is applied to different operating mode overarm fastening work.
The present invention is additionally provided with push rod, and operator only need to be by imposing down force, operating platform entirety to push rod
Then can incline to push rod, the push wheel for being arranged at operating platform sidepiece directly contacts and prop whole operation platform with overarm top surface,
Operating platform then can be transferred to suitable job position by operator alone, overcome operating platform of the prior art to need logical
Cross other people to assist just carry out position transfer, so as to accelerate job schedule.
In addition, during operator's turnover basketry body, will detachably climb gangboard and be hooked in climbing on ladder brace plate, realize quick and pacify
Full turnover hoop body.Hoop body near overarm bottom pivot be provided with front panel, be not easy during operator's operation from basketry body with
Space between overarm bottom drops out, so as to improve the safety of operating platform.Meanwhile, operator are entered after hoop body, are led to
Cross to remove detachably to climb gangboard and ride against and build seat on the framework of hoop body so that can be with sitting posture side during operator's operation
Formula carries out operation, mitigates the feeling of fatigue of long-time stance operation.
Description of the drawings
In order to be illustrated more clearly that the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
The accompanying drawing to be used needed for having technology description is briefly described, it should be apparent that, drawings in the following description are only this
Some embodiments of invention, for those of ordinary skill in the art, on the premise of not paying creative work, can be with
Structure according to these accompanying drawings obtains other accompanying drawings.
Fig. 1 is the structural representation of the adjustable slide rail type overarm operating platform embodiment 1 of skyscraper of the present invention；
Fig. 2 is the partial enlarged drawing in Fig. 1 at A；
Fig. 3 is the partial enlarged drawing in Fig. 1 at B；
Fig. 4 is the structural representation of push rod of the present invention；
Fig. 5 is the assembling schematic diagram of the adjustable slide rail type overarm operating platform of skyscraper of the present invention and overarm；
Fig. 6 is the adjustable slide rail type overarm operating platform transfer schematic diagram of skyscraper of the present invention.
Drawing reference numeral explanation：
| Label | Title | Label | Title |
| 1 | Overarm | 32 | Front panel |
| 2 | Hook structure | 4 | Climb ladder brace plate |
| 21 | Fore-clamp gripping arm | 5 | Detachably climb gangboard |
| 211 | Bolt hole | 6 | Wheel fagging |
| 22 | Front beam | 7 | Wheel support |
| 221 | Positioning elongated hole | 8 | Push wheel |
| 23 | Rear cross beam | 9 | Push rod |
| 231 | Positioning screw hole | 91 | Push rod epimere |
| 24 | Clamping limb afterwards | 911 | Limited block |
| 3 | Hoop body | 92 | Handle |
| 31 | Basketry sliding sleeve | 93 | Push rod hypomere |
| 311 | Through hole |
The realization of the object of the invention, functional characteristics and advantage will be described further referring to the drawings in conjunction with the embodiments.
Specific embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation is described, it is clear that described embodiment a part of embodiment only of the invention, rather than the embodiment of whole.Base
Embodiment in the present invention, those of ordinary skill in the art obtained under the premise of creative work is not made it is all its
His embodiment, belongs to the scope of protection of the invention.
If it is to be appreciated that relate in the embodiment of the present invention directivity indicate (such as up, down, left, right, before and after ...),
Then directionality indicate be only used for explain the relative position relation under a certain particular pose (as shown in drawings) between each part,
Motion conditions etc., if the particular pose changes, directionality indicates also correspondingly to change therewith.
If in addition, relating to the description of " first ", " second " etc. in the embodiment of the present invention, being somebody's turn to do " first ", " second " etc.
Description be only used for describing purpose, and it is not intended that indicating or implying its relative importance or implicit indicate indicated skill
The quantity of art feature.Thus, " first " is defined, at least one spy can be expressed or be implicitly included to the feature of " second "
Levy.In addition, the technical scheme between each embodiment can be combined with each other, but must be with those of ordinary skill in the art's energy
Based on enough realizations, when the combination appearance of technical scheme is conflicting or cannot realize it will be understood that the knot of this technical scheme
Conjunction is not present, also not within the protection domain of application claims.
Embodiment 1
Fig. 1 to Fig. 4 is referred to, the present invention proposes a kind of adjustable slide rail type overarm operating platform of skyscraper, and the operation is put down
Platform includes hoop body 3 and is arranged at hoop body 3 towards the side hung oneself from a beam or so portion and operating platform can be affiliated in overarm 1
Hook structure 2, hook structure 2 includes the telescoping crossbeam of scalable adjustment length, and vertical with telescoping crossbeam is fixedly connected
Fore-clamp gripping arm 21 and rear clamping limb 24.Wherein, the telescoping crossbeam of the present embodiment is segmental structure form, including mutually socket phase
Front beam 22 even and rear cross beam 23, are mutually partly socketed and adjustable by retractor device between front beam 22 and rear cross beam 23
Whole telescoping crossbeam is affiliated in the active length of overarm 1.Hoop body 3 near the side of fore-clamp gripping arm 21 be provided with basketry slide, 31 with it is front
The socket of clamping limb 21 is connected and by the height of the adjustable hoop body 3 of arrangement for adjusting height.
In the present embodiment, it is affiliated in the retractor device of 1 active length of hanging oneself from a beam for adjusting telescoping crossbeam, including horizontal stroke after setting
The positioning screw hole 231 on the surface of beam 23, and the positioning elongated hole 221 for being arranged at the surface of front beam 22 and coordinating with positioning screw hole 231,
Positioning screw hole 231 can tether bolt and front beam 22 and rear cross beam 23 are fixedly linked to adjust the active length of telescoping crossbeam.This
In embodiment, during in order to operating platform is affiliated in overarm 1, need to know the transversal of overarm 1 by modes such as measurements first
Face width, then by front beam 22 to moving away from the direction of rear cross beam 23, when front beam 22 and the rightabout of rear cross beam 23
After movement so that fore-clamp gripping arm 21 and the relative plan range of rear clamping limb 24 are left slightly larger than 1 cross-section width dimension 10mm of overarm
It is right, so that the operating distance of telescoping crossbeam is mutually adapted with 1 cross-sectional width of overarm and is affiliated in outstanding in operating platform
Will not be stuck during beam 1, and can smoothly be affiliated to 1 cross section of overarm.After front beam 22 and rear cross beam 23 are adjusted in place,
The positioning elongated hole 221 and then the positioning screw hole 231 on the surface of precession rear cross beam 23 that bolt is passed through into the surface of front beam 22, by bolt
Constantly fastening between front beam 22 and rear cross beam 23 so that interfix, so that the active length of telescoping crossbeam also by
Mutually should determine that.
In addition, the arrangement for adjusting height for adjusting operating platform height includes being arranged at the spiral on the surface of fore-clamp gripping arm 21
Hole 211, the surface of basketry sliding sleeve 31 for being set in fore-clamp gripping arm 21 is provided with and the matching of the size of 21 surface bolt hole of fore-clamp gripping arm 211
Through hole 311.When operator are in order to adjust the working depth of operating platform, basketry sliding sleeve 31 can be entered along fore-clamp gripping arm 21
Row is moved up and down, and is just capable of achieving operating platform and moves in the vertical direction to be best suitable for meet operator and adjust out operating platform
Job position.After operating platform is adjusted in place, needs to use bolt by the through hole 311 on the surface of basketry sliding sleeve 31 and then revolve
Enter and be fixed in bolt hole 211, be connected so as to basketry sliding sleeve 31 be fixed with fore-clamp gripping arm 21.
In the present embodiment, fore-clamp gripping arm 21, rear clamping limb 24, front beam 22, rear cross beam 23, the side of being of basketry sliding sleeve 31
Pipe, such basketry sliding sleeve 31 is set in after fore-clamp gripping arm 21, and the nested relationship between basketry sliding sleeve 31 and fore-clamp gripping arm 21 then can
It is metastable, rotation is less likely to occur after assembling between the two, for operator's operational security is that have obvious safety
Ensure, and mitigate the mental pressure for causing operator during operating platform is rocked.In addition, fore-clamp gripping arm 21, rear clamping
In the hook structure 2 that arm 24, front beam 22, the assembling of rear cross beam 23 are formed, above-mentioned part is square tube, is meeting operating platform phase
Under the premise of the rigidity requirement answered, square tube material is the material for being relatively easy to obtain in production scene so that the production of operating platform
Cost and maintenance cost are relatively low, and maintenance cycle then can be reduced accordingly.In addition hook structure 2 is affiliated to operating platform in overarm
After 1, the plane of the hook structure 2 of rhs-structure can more fit with 1 surface of overarm so that hook structure 2 is affiliated in overarm 1
Afterwards, hook structure 2 is not easy to occur significantly rocking, and improves the security reliability of operator's operation on the operational platform.
In prior art, operator cannot lifted Hanging Basket and by Hanging Basket passage to next work by one's own
Make position.For problems of the prior art, in this enforcement technical scheme, in the rear clamping limb 24 of operating platform side
Push rod 9 is fitted with, the push rod epimere 91 is square tube, and push rod hypomere 93 is pipe, and the middle part of push rod epimere 91 is additionally provided with spacing
Block 911 contacts at the top edge of rear clamping limb 24, and the top of push rod 9 has also been vertically connected handle 92.In addition, being located at operating platform
The fore-clamp gripping arm 21 of both sides and the opposite flank of rear clamping limb 24 are equipped with wheel fagging 6, and wheel fagging 6 bottom is less than telescoping crossbeam bottom
End, wheel fagging 6 side outwardly is provided with wheel support 7 and is connected with rotatable push wheel 8.
Referring to Fig. 5 and Fig. 6, in the present embodiment, operator are completed at one after terminal operation, need to elapse operating platform
To elsewhere when, firstly the need of pushing away, 9 are drawn upwardly out operator from the center of rear clamping limb 24 so that push rod epimere 91 is not
Can be blocked and can not be rotated by the rear clamping limb 24 of square tube.Because push rod hypomere 93 is pipe, it is preferable that the circular tube shaped
The outer peripheral edge face of push rod hypomere 93 is tangent with the endoporus wall of rear clamping limb 24 of square tube type, so that push rod hypomere 93 can be rear
Rotated in clamping limb 24.When operator need for the handle 92 of push rod 9 to be rocked to vertical with overarm 1, then by push rod
Epimere 91 pushes intracardiac in rear clamping limb 24 again, and such operator then can be made by imposing downward active force to handle 93
Obtain operating platform to be toppled over to the side of push rod 9.Simultaneously as operating platform is provided with push wheel 8 towards the side of push rod 9, when
Side from operating platform to push rod 9 incline when, push wheel 8 with hang oneself from a beam 1 top surface contacted, so that operating platform only has push wheel
8 contact with 1 surface of overarm, and push wheel 8 is supported to whole operation platform.Operator only need to stand on the top surface of overarm 1, lead to
Crossing push rod 9 can then promote whole operation platform to carry out job position transfer.After operating platform is transferred to position, by push rod 9
Operating platform is rocked to perpendicular to overarm 1, push wheel 9 at this moment then will not be contacted with 1 top surface of overarm, and the bottom of fagging 6 is taken turns in addition
Less than telescoping crossbeam bottom surface, so that the wheel fagging 6 of operating platform is supported directly upon 1 top surface of overarm, so can avoid stretching
Crossbeam bottom surface is directly supported with 1 top surface of overarm, affects front beam 22 and the connected position reliability of rear cross beam 23.
Relative to the operating platform of prior art, the operating platform of the present embodiment only needs people station then can make in overarm 1
After industry is finished, operator realize that alone operating platform operation station is shifted, and are not required to other staff and carry out assistance to be grasped
Make platform transfer, so as to improve the maneuverability of operation process, and human cost can be reduced.
In the present embodiment, basketry sliding sleeve 31 and fore-clamp gripping arm 21 are fixedly connected with towards the side of basketry body 3 and climb ladder brace plate
4, climb that ladder brace plate 4 is quantitatively identical and position arranges upper symmetrical, wherein sustained height and symmetrical climb ladder brace
Plate 4 has been hooked and detachably climb gangboard 5, detachably climbs the two ends of gangboard 5 and is equipped with buckle and contacts at and climbs ladder brace plate 4 towards lateral surface.Behaviour
Make personnel after operating platform to be transferred to appropriate work position, push rod 9 is lifted up from the center of rear clamping limb 24, and to pushing away
Bar 9 is rotated so that the handle 92 of push rod 9 is 1 parallel with overarm, and such operator with hand steered handle 92 and can trample removable
Unload and climb gangboard 5, you can easily into the inside of basketry body 3, detachably climb the two ends of gangboard 5 and be provided with buckle and contact at and climb ladder brace plate 4
During towards lateral surface, during operator's turnover hoop body 3, detachably climb gangboard 5 and be not easy to skid off and climb ladder brace plate 4.And operator
Member is entered behind the inside of hoop body 3, manually will can detachably be climbed gangboard 5 and be disassembled under ladder brace plate 4 from climbing, and can
Dismounting is climbed the two ends of gangboard 5 and is ridden against respectively on the side frame of hoop body 3, then lays the plate body for sitting people, operator
Member can carry out operation in hoop body 3 in sitting posture form, and relative to the operating platform of prior art, the operation of the present embodiment is put down
Platform causes operator to facilitate down operation platform and avoids the feeling of fatigue that long-time standing at work causes.
In the present embodiment, the bottom of operating platform hoop body 3 near overarm 1 bottom sides along be pivotally attached to it is turnover before
Coaming plate 32.Need to reserve enough rooms between operating platform of the prior art and overarm 1 and give operator and welded
Or bolt Job Operations, but the bottom sides of hoop body 3 along and overarm 1 between also exist it is larger and without stop space, operator
If when not noticing and causing to lose center of gravity suddenly, easily going out hoop body from the bottom dropped out of basketry body 3 in member's operation process
3, therefore there is larger potential safety hazard in the operating platform of prior art.The present embodiment is by the close overarm 1 in the bottom of basketry body 3
Bottom sides along arranging the front panel 32 that is pivotally attached to.Preferably, the length of front panel 32 may extend to 1 bottom of overarm, operation
When personnel carry out operation in operating platform, the scope that can be trampled then accordingly relative can increase, and operator are not easy from operation
Dropping without obstruction space between platform and overarm 1, such that it is able to improve operating platform safety.
Embodiment 2
The present embodiment is same as Example 1 in addition to following characteristics：In the present embodiment, it is affiliated in outstanding for adjusting telescoping crossbeam
The retractor device of the active length of beam include being arranged in rear cross beam and can the locating convex block that protrudes of elasticity, the bottom of locating convex block
Spring is additionally provided with, and front beam surface is then provided with some positioning through hole and coordinates long to adjust the work of telescoping crossbeam with locating convex block
Degree.
In the present embodiment, during in order to operating platform is affiliated in overarm, need first by measurement etc. mode know it is outstanding
The cross-sectional width of beam, then pressing locating convex block makes it downwards and will not produce interference to positioning through hole, when locating convex block not
When can produce interference to positioning through hole, front beam is moved to the direction away from rear cross beam, and by selecting corresponding positioning logical
Hole so that the active length of telescoping crossbeam can be adapted with the cross-sectional width of overarm, and locating convex block can be in bottom spring
Under effect upwards resilience and stick into positioning through hole inside realize positioning.Preferably, it is arranged at the positioning through hole on front beam surface
Can be some same holes away from through hole, so that operator adjustment telescoping crossbeam active length it is convenient.
In addition, because the overarm cross sectional dimensions in Steel Structure Installation engineering have certain rule, that is, the cross section hung oneself from a beam
Size is only plurality of specifications size, and the positioning through hole of fore-clamp gripping arm arranges, can be configured to meet front by positioning through hole
After crossbeam and rear cross beam positioning, the active length of telescoping crossbeam can be adapted with the cross-sectional width of overarm, such structure
Form is that tool has obvious benefits for operator carry out adjustment and installation to the size of operating platform, realizes that fast-assembling is positioned, and is carried
High workload efficiency.
Embodiment 3
The present embodiment is same as Example 1 in addition to following characteristics：For adjusting the arrangement for adjusting height bag of hoop body height
Include be arranged at fore-clamp gripping arm inside and can elastic protrusion surface projection, basketry sliding sleeve bottom sides coordinate along groove is provided with projection
Positioning.
In the present embodiment, when hoop body needs to carry out vertical direction to enter line slip, first by press projection make its to
Descend and interference will not be produced to the movement of basketry sliding sleeve, then move basketry sliding sleeve along in fore-clamp gripping arm vertical direction,
After translating in place in operating platform vertical direction, projection then can be contradicted with basketry sliding sleeve bottom sides along the groove being provided with, so as to
Operating platform working depth is determined.
Relative to the operating platform of prior art, the operating platform of the present embodiment enables to facilitate operator to carry out work
Make height adjustment, so as to expand operating platform adaptability is used.
Embodiment 4
The present embodiment is same as Example 1 in addition to following characteristics：The fore-clamp gripping arm of the present embodiment and rear clamping limb opposite face
Bottom is equipped with suspension ring, and two relative suspension ring mesopores are wound with the seat belt of adjustable contracted length.
After operator enter operating platform, seat belt is bypassed into relative two suspension ring mesopore, and by swinging
Draw ring is tightened up on seat belt so that the active length of seat belt is gradually tapered up, seat belt then carries out contraction drawing to two suspension ring
Tightly, so that the bottom of fore-clamp gripping arm and rear clamping limb possesses trend close to each other, fore-clamp gripping arm and rear clamping limb are to outstanding
Beam carries out close, and the blessing between fore-clamp gripping arm and rear clamping limb and overarm accommodates active force then can be improved constantly.
The preferred embodiments of the present invention are the foregoing is only, the scope of the claims of the present invention is not thereby limited, it is every at this
Under the design of invention, the equivalent structure transformation made using description of the invention and accompanying drawing content, or directly/it is used in indirectly
The technical field of his correlation is included in the scope of patent protection of the present invention.
Claims (10)
1. a kind of adjustable slide rail type of skyscraper is hung oneself from a beam operating platform, and the operating platform includes basketry body and located at the basket
Framework towards overarm side or so portion and the hook structure of overarm can be hung on, the hook structure includes scalable adjustment length
Telescoping crossbeam, and the fore-clamp gripping arm being fixedly connected vertical with the telescoping crossbeam and rear clamping limb, it is characterised in that institute
Stating telescoping crossbeam includes the front beam and rear cross beam of mutually part socket, and the front beam and the rear cross beam pass through retractor device
Can adjust the telescoping crossbeam active length；The basketry body near the side of the fore-clamp gripping arm be provided with basketry sliding sleeve with it is described
Fore-clamp gripping arm is socketed and can adjust the basketry body height by arrangement for adjusting height.
2. the adjustable slide rail type of skyscraper as claimed in claim 1 is hung oneself from a beam operating platform, it is characterised in that the retractor device
Including be arranged at rear cross beam inside and can the locating convex block that protrudes of elasticity, the locating convex block bottom is provided with spring, described
Front beam surface is provided with some positioning through hole and coordinates to adjust the active length of the telescoping crossbeam with the locating convex block.
3. the adjustable slide rail type of skyscraper as claimed in claim 1 is hung oneself from a beam operating platform, it is characterised in that the retractor device
Including being arranged at the positioning screw hole on the rear cross beam surface, and it is arranged at the front beam surface and matches somebody with somebody with the positioning screw hole
The positioning elongated hole of conjunction, the positioning screw hole can tether bolt the front beam and the rear cross beam are fixedly linked it is described to adjust
The active length of telescoping crossbeam.
4. the adjustable slide rail type of skyscraper as claimed in claim 1 is hung oneself from a beam operating platform, it is characterised in that the altitude mixture control
Device includes being arranged at the bolt hole on the fore-clamp gripping arm surface, and be arranged at the basketry sliding sleeve surface and with the bolt
Hole coordinates some through holes of bolt.
5. the adjustable slide rail type of skyscraper as claimed in claim 1 is hung oneself from a beam operating platform, it is characterised in that the altitude mixture control
Device include being arranged at fore-clamp gripping arm inside and can elastic protrusion surface projection, the basketry sliding sleeve bottom side edge edge is provided with
Groove coordinates positioning with the projection.
6. the adjustable slide rail type overarm operating platform of skyscraper as described in claim 2 to 4 is arbitrary, it is characterised in that described
Fore-clamp gripping arm, the rear clamping limb, the front beam, the rear cross beam, the basketry sliding sleeve are square tube.
7. the adjustable slide rail type of skyscraper as claimed in claim 1 is hung oneself from a beam operating platform, it is characterised in that positioned at the operation
Push rod is fitted with the described rear clamping limb of platform side, the push rod epimere is square tube, and the push rod hypomere is pipe, described
The epimere middle part of push rod is additionally provided with the top edge that limited block contacts at the rear clamping limb, and the push rod top is also vertically connected
There is handle；The fore-clamp gripping arm and the rear clamping limb opposite flank are provided with wheel fagging, and the wheel fagging bottom is stretched less than described
Contracting crossbeam bottom, the outside side of the wheel fagging is provided with wheel support and is connected with rotatable push wheel.
8. the adjustable slide rail type of skyscraper as claimed in claim 1 is hung oneself from a beam operating platform, it is characterised in that the basketry sliding sleeve
It is provided with towards the side of the hoop body with the fore-clamp gripping arm and climbs ladder brace plate, it is described to climb that ladder brace plate quantity is identical and position pair
Claim；Sustained height and it is symmetrical climb ladder brace plate and be hooked detachably climb gangboard, the gangboard two ends of detachably climbing are provided with card
Button climbs ladder brace plate towards lateral surface described in contacting at.
9. the adjustable slide rail type of skyscraper as claimed in claim 1 is hung oneself from a beam operating platform, it is characterised in that the hoop body bottom
Portion has been pivotally attached to turnover front panel near the bottom sides edge of overarm.
10. the adjustable slide rail type of skyscraper as claimed in claim 1 is hung oneself from a beam operating platform, it is characterised in that the front clamp
Arm is equipped with suspension ring with the rear clamping limb opposite face bottom, and the mesopore of two relative suspension ring is wound with can adjust tightens up length
The seat belt of degree.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611136868.XA CN106677512B (en) | 2016-12-12 | 2016-12-12 | A kind of adjustable slide rail type overarm operating platform of skyscraper |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611136868.XA CN106677512B (en) | 2016-12-12 | 2016-12-12 | A kind of adjustable slide rail type overarm operating platform of skyscraper |
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| Publication Number | Publication Date |
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| CN106677512A true CN106677512A (en) | 2017-05-17 |
| CN106677512B CN106677512B (en) | 2019-11-26 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201611136868.XA Active CN106677512B (en) | 2016-12-12 | 2016-12-12 | A kind of adjustable slide rail type overarm operating platform of skyscraper |
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| CN (1) | CN106677512B (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107974919A (en) * | 2018-01-11 | 2018-05-01 | 兖矿东华建设有限公司 | Trestle metope colored steel installation scalable shield cage and corresponding trestle |
| CN108775016A (en) * | 2018-07-11 | 2018-11-09 | 安徽三建工程有限公司 | A kind of concrete support moves horizontally adjustable Hanging Basket |
| CN109098425A (en) * | 2018-09-21 | 2018-12-28 | 中国五冶集团有限公司 | A kind of girder steel station connection structure |
| CN110173103A (en) * | 2019-06-24 | 2019-08-27 | 北京港源幕墙有限公司 | Adhesion type removable multifunctional aerial work platform |
| CN111764626A (en) * | 2020-06-05 | 2020-10-13 | 中船澄西船舶修造有限公司 | Cantilever type scaffold |
| CN112282340A (en) * | 2020-09-27 | 2021-01-29 | 中铁一局集团有限公司 | Special-shaped sliding suspension cage for mounting steel structure cornice outer plate and mounting method |
| CN113502758A (en) * | 2021-08-31 | 2021-10-15 | 河南城建学院 | Hanging basket hanging device for bridge construction |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2013105001A2 (en) * | 2013-05-07 | 2013-07-18 | Wasfi Alshdaifat | In-cage motorized glass cleaner apparatus |
| CN203878958U (en) * | 2014-04-15 | 2014-10-15 | 中国建筑第八工程局有限公司 | Hanging basket |
| CN203961243U (en) * | 2014-04-29 | 2014-11-26 | 武汉一冶建筑安装工程有限责任公司 | Automatic control moving nacelle device |
| CN204024005U (en) * | 2014-07-11 | 2014-12-17 | 中建安装工程有限公司 | Assembly type suspension platform |
| CN204552055U (en) * | 2015-03-11 | 2015-08-12 | 中国建筑第六工程局有限公司 | A kind of scalable nacelle device |
| CN205713026U (en) * | 2016-06-17 | 2016-11-23 | 中建八局第二建设有限公司 | One can be walked cornice high-altitude operation vehicle |
-
2016
- 2016-12-12 CN CN201611136868.XA patent/CN106677512B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2013105001A2 (en) * | 2013-05-07 | 2013-07-18 | Wasfi Alshdaifat | In-cage motorized glass cleaner apparatus |
| CN203878958U (en) * | 2014-04-15 | 2014-10-15 | 中国建筑第八工程局有限公司 | Hanging basket |
| CN203961243U (en) * | 2014-04-29 | 2014-11-26 | 武汉一冶建筑安装工程有限责任公司 | Automatic control moving nacelle device |
| CN204024005U (en) * | 2014-07-11 | 2014-12-17 | 中建安装工程有限公司 | Assembly type suspension platform |
| CN204552055U (en) * | 2015-03-11 | 2015-08-12 | 中国建筑第六工程局有限公司 | A kind of scalable nacelle device |
| CN205713026U (en) * | 2016-06-17 | 2016-11-23 | 中建八局第二建设有限公司 | One can be walked cornice high-altitude operation vehicle |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107974919A (en) * | 2018-01-11 | 2018-05-01 | 兖矿东华建设有限公司 | Trestle metope colored steel installation scalable shield cage and corresponding trestle |
| CN107974919B (en) * | 2018-01-11 | 2023-08-08 | 兖矿东华建设有限公司 | Telescopic protection cage for mounting color plates on trestle wall surface and corresponding trestle |
| CN108775016A (en) * | 2018-07-11 | 2018-11-09 | 安徽三建工程有限公司 | A kind of concrete support moves horizontally adjustable Hanging Basket |
| CN108775016B (en) * | 2018-07-11 | 2024-02-23 | 安徽建工三建集团有限公司 | Concrete support horizontal movement adjustable hanging basket |
| CN109098425A (en) * | 2018-09-21 | 2018-12-28 | 中国五冶集团有限公司 | A kind of girder steel station connection structure |
| CN109098425B (en) * | 2018-09-21 | 2023-10-13 | 中国五冶集团有限公司 | Steel beam operation table connection structure |
| CN110173103A (en) * | 2019-06-24 | 2019-08-27 | 北京港源幕墙有限公司 | Adhesion type removable multifunctional aerial work platform |
| CN110173103B (en) * | 2019-06-24 | 2024-05-31 | 北京港源幕墙有限公司 | Attached detachable multifunctional aerial work platform |
| CN111764626A (en) * | 2020-06-05 | 2020-10-13 | 中船澄西船舶修造有限公司 | Cantilever type scaffold |
| CN112282340A (en) * | 2020-09-27 | 2021-01-29 | 中铁一局集团有限公司 | Special-shaped sliding suspension cage for mounting steel structure cornice outer plate and mounting method |
| CN113502758A (en) * | 2021-08-31 | 2021-10-15 | 河南城建学院 | Hanging basket hanging device for bridge construction |
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| CN106677512B (en) | 2019-11-26 |
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Address after: 3801, 38 / F, Zhongjian science and engineering building, No. 3331, Weilan Coast Community Center Road, Yuehai street, Nanshan District, Shenzhen City, Guangdong Province Patentee after: China Construction Science And Industry Co.,Ltd. Address before: 518000 Guangdong city of Shenzhen province Futian District Che Kung Temple Binhe Tairan industry tipping 17 storey building No. 17A Patentee before: China Construction Steel Structure Corp.,Ltd. |