CN107313597A - Modularization ready-package discharging platform for assembled architecture - Google Patents
Modularization ready-package discharging platform for assembled architecture Download PDFInfo
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- CN107313597A CN107313597A CN201710749015.1A CN201710749015A CN107313597A CN 107313597 A CN107313597 A CN 107313597A CN 201710749015 A CN201710749015 A CN 201710749015A CN 107313597 A CN107313597 A CN 107313597A
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- platform
- hanger unit
- steel
- exterior wall
- pull rope
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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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/166—Landings, receiving platforms
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention belongs to technical field of building construction, and in particular to a kind of modularization ready-package discharging platform for assembled architecture.The present invention includes steel platform；To be symmetrically arranged in two hangers of section both sides of encorbelmenting as one group of hanger unit, the hanger unit is two groups and sequentially arranged along the bearing of trend of steel platform；It is provided with exterior wall at each Rotating fields floor at preformed hole, preformed hole and is removably connected with anchor ring；To be relatively distant from one group of hanger unit of structure floor as the first hanger unit, and corresponding another group of hanger unit is the second hanger unit；First hanger unit is anchored in by pull rope at the anchor ring at the exterior wall of last layer structure floor, and the second hanger unit is anchored in by pull rope at the anchor ring at the exterior wall of current layer structure floor.This platform is safe to use, simple and efficient to handle and low manufacture cost, can be obviously improved practice of construction progress.
Description
Technical field
The invention belongs to technical field of building construction, and in particular to a kind of modularization ready-package for assembled architecture is unloaded
Expect platform.
Background technology
In recent years, with economic development, building trade is increasingly paid attention to energy resource consumption, environmental pollution；Assembled architecture
Possess environmental protection, reduce the pollution of site operation, the characteristics of efficiency of construction is high, can compared with the construction that house is completed in casual labourer's phase,
It is one of preferred embodiment of house construction of modernization.And in the transfer of the material between layers in building construction process,
Discharging platform has bad luck equipment as essential one kind；In addition, in secondary structure construction building block, mortar etc. transport
Similarly need to realize by discharging platform.The type of present discharging platform mainly includes console mode discharging platform and overhanging type
Discharging platform, and the overhanging type discharging platform used at present is generally made up of steel platform and steel wire rope.When in use, steel platform is solid
At understructure floor and it is cantilever-shaped extend outside balcony, meanwhile, the outstanding of steel platform is fixed in steel wire rope one end
Choose section and be fixed on the steel wire rope other end at the anchor point of upper strata exterior wall, so as to realize the reliable fixing function of steel platform.On
The defect for stating existing discharging platform is：At present for the design of anchor point at upper strata, all using method of precoating, namely in design
Place just turns around reinforcing bar in " Ω " shape and the two foots embedment of the reinforcing bar is outer within the walls.The group of discharging platform is successively being carried out every time
During dress, the affixed operation of progress anchor point repeated is not only needed, while also needing to frequently carry out the affixed reliability of anchor point
Evaluation and test.More seriously, because reinforcing bar is directly cast in outside within the walls, cause after the completion of construction, how to carry out
Exterior wall finishing turns into problem.The means of existing processing above mentioned problem are targetedly increase reinforcing bar cutting actions, namely pass through people
Work operates bar cutter come the reinforcing bar cut off at exterior wall successively, so that wall surface levelling.But, on the one hand, to realize anchor
Connectivity between solid point and lower floor's steel platform, anchor point usually requires to be arranged at the window opening OR gate hole top cross-bar of exterior wall, makes
Reinforcing bar cuts off operation to there is operation dangerous.On the other hand, artificial cutting mode can not possibly cause the section of reinforcing bar to put down completely
Neat outer surface of wall, causes to have to be further added by polishing operation, operation is obviously extremely wasted time and energy, and seriously hinders practice of construction
Progress.
The content of the invention
The purpose of the present invention is to overcome above-mentioned the deficiencies in the prior art rational in infrastructure and practical to be used to assemble there is provided a kind of
The modularization ready-package discharging platform of formula building, its safe to use, simple and efficient to handle and low manufacture cost can be carried significantly
Rise practice of construction progress.
To achieve the above object, present invention employs following technical scheme：
A kind of modularization ready-package discharging platform for assembled architecture, including steel platform, the fixation of the steel platform
End is disposed to extend along the structure floor upper face of current layer；The other end of steel platform is then stretched with the opposite direction of fixing end bearing of trend
Go out outside the balcony of the Rotating fields floor to form the section of encorbelmenting for placing material；It is characterized in that：To be symmetrically arranged in
Two hangers of section both sides of encorbelmenting are one group of hanger unit, the hanger unit be two groups and along steel platform bearing of trend sequentially
Arrangement；Outer wall body is provided with preformed hole on exterior wall at each Rotating fields floor, it is removably affixed at preformed hole
There is anchor ring；To be relatively distant from one group of hanger unit of structure floor as the first hanger unit, and corresponding another group of hanger unit
For the second hanger unit；First hanger unit is anchored in by pull rope at the anchor ring at the exterior wall of last layer structure floor,
And the second hanger unit is anchored in by pull rope at the anchor ring at the exterior wall of current layer structure floor.
It is preferred that, the anchor ring includes socketing screw rod, and the screw profile that sockets is in that one end is shaft-like for loop-like screw thread
Structure；Screw rod is socketed to penetrate in preformed hole, and socketing at the nose end of preformed hole two be combined with respectively at screw rod shaft pad and
Clamp nut, to cause twice pad to compress exterior wall in the axial direction so as to which fixation sockets screw rod at exterior wall.
It is preferred that, at the threaded one end bar segment socketed at screw tip, in addition to clamp nut going back screw thread is combined with
Play the stop nut of mechanical locking functions；Stop nut is with socketing screw tip interplanar distance not less than 50mm.
It is preferred that, place is folded with one piece of counterweight between the structure floor of layer where the fixing end and steel platform of the steel platform
Beam slab, the counterweight beam slab is held on structure floor and the affixed cooperation of bolt is constituted between the fixing end.
It is preferred that, a foot-abutment beam, the foot-abutment Liangping trade front layer structure floor are connected with the bottom surface of steel platform
The beam body of the outside metope and foot-abutment beam of locating balcony is horizontally disposed with；When being shelved with material in steel platform, the section of encorbelmenting of steel platform
Stress is pushed and so that foot-abutment beam face is resisted against at the outside metope of the balcony；When steel platform is in idle state, foot-abutment
Beam returns back to initial position to have fit clearance between the outside metope of above-mentioned balcony.
It is preferred that, the bottom surface of the steel platform is in inclining that side height where lateralling secure end where section of encorbelmenting gradually is reduced
Ramp structure, the both sides normal throw of steel platform is 150mm.
It is preferred that, the pull rope is Ф 21.5mm steel wire rope, and the two ends of pull rope are fixed due to corresponding by restricting
Fixed position.
It is preferred that, pull rope is 45~60 ° with horizontal plane angle.
The beneficial effects of the present invention are：
1), the present invention solves the defect that reinforcing bar at the anchor point of traditional discharging platform is left and must cut off in the later stage, turns
And there is provided a kind of construction material transport Turnoverplatform that can be constructed and match with assembled arthitecutral structure.This platform is retaining
On the basis of steel platform, using the prefabricated characteristic of each module of assembled architecture, so that when exterior wall is poured just in advance in exterior wall
On design preformed hole.Later stage forms dismountable anchor point by assembling and the supporting dismountable anchor ring of preformed hole,
So as to provide construction material vertical transport needs for assembled arthitecutral structure construction.This platform is due to above-mentioned anchor ring or even whole knot
The detachability of structure, on the one hand causes the equal energy of whole platform overall with the same drop of liter, each anchor ring and dress with building structure operation
Accessory is reused, and assembly and disassembly are extremely facilitated；On the other hand, once anchor ring is removed, preformed hole is only left at exterior wall, so that will not
Later stage finishing operation is hampered, its efficiency of construction can be obviously improved.In addition, carry out pull rope it is affixed when, should
The affixed mode of lower leaf is followed, with the traction steadiness and functional reliability of the section of encorbelmenting that lifts steel platform.
2), as the anchor ring of supporting presence between preformed hole, can be realized during practical operation by various structures, such as using
The direct screw thread fixed connection mode of preformed hole and threaded rod, or arrange crotch or closed loop using T-shaped anchor pole and on the top of T-shaped anchor pole
So as to coordinate pull rope etc..As the further preferred scheme of such scheme, this platform is selected and sockets screw rod tie spacer and spiral shell
Female make.During practical operation, pad and clamp nut are worn on screw rod is socketed first, and it is reserved to socket screw rod edge
Hole is penetrated, then continues to wear pad and clamp nut successively in the screw tip for socketing screw rod, ultimately forms the clamping of two panels pad
The nose end of exterior wall preformed hole two, and twice clamp nut realizes the function that pad is compressed, to ensure that anchor ring can with respect to the affixed of exterior wall
By property.Further, because the one end for socketing screw rod is closed-loop end, therefore the one-way stop of relative exterior wall can naturally be realized
Function；Stop nut is now arranged again in the top end for socketing screw rod, is stopped with ensuring to be located at the unidirectional of the clamp nut at the end
Kinetic force.The coordinated of clamp nut, then tightly to clamp outer wall body.
3), as another emphasis structure of the present invention, present invention metope on the outside of balcony at the bottom surface of steel platform
And the foot-abutment beam of a level is set.The setting of foot-abutment beam, under playing assistance stress and sharing at steel platform when shelving material
The function of pressure, this can be prevented effectively from caused by the section of encorbelmenting of steel platform directly pushed down balcony edge with all strength by lower pressure
Balcony scrapes damage situation, while being also beneficial to the stress for reducing pull rope, so as to lift the actual life of pull rope.And in reality
When border is designed, it is desirable to when section of encorbelmenting does not stress, coordinate tilting steel platform layout, whole steel platform can be caused in fixing end
Balcony edge is left under the Action of Gravity Field of counterweight beam slab, foot-abutment beam should also be as having spacing between metope on the outside of balcony, so as to keep away
Exempt from balcony when steel platform is idle by extra scraping situation.When encorbelmenting section stress, one side steel platform is pushed and applied naturally
Power is to balcony, on the other hand then by the face adhibition of foot-abutment beam, and make it that a part of material pressure is undertaken by foot-abutment beam, enters
And make it that the safety in utilization of this platform can be obviously improved.
4), pull rope is Ф 21.5mm steel wire rope, and the two ends of pull rope schedule corresponding fixed bit by fixing of restricting
Place is put, to ensure the affixed reliability of pull rope.Pull rope is 45~60 ° with horizontal plane angle, and the angle can effectively lift it
Affixed stability and reliability, the processing safety of whole platform can obtain further raising.And the setting of counterweight beam slab, then have
The steel platform that avoids of effect is directly fastened on structure floor the structural failure so as to be caused in itself to building；Simultaneously as
Equipped beam slab is directly rested on structure floor, thus can also coordinate foot-abutment beam come cooperative achievement steel platform encorbelment section upwarping under
Press work.In addition, when carrying out successively lifting steel platform every time, counterweight beam slab also can together be lifted with steel platform, without secondary
Assembling, while security can be also effectively ensured, the install convenient of whole platform obviously also can obtain further lifting.
Brief description of the drawings
Fig. 1 is working state schematic representation of the invention；
Fig. 2 is assembling schematic diagram of the anchor ring with respect to preformed hole at exterior wall；
Fig. 3 is the structure top view of steel platform.
The actual corresponding relation of each label of the present invention and component names is as follows：
A- structure floor b- exterior wall c- preformed holes
10- steel platforms 11- encorbelments section
21- the first hanger unit 22- the second hanger units
30- anchor rings 31- sockets screw rod 32- pad 33- clamp nut 34- stop nuts
40- foot-abutment beam 50- pylon 60- triangular support brackets
70- pull rope 80- counterweight beam slabs
Embodiment
For ease of understanding, here in connection with accompanying drawing 1-3, the concrete structure and working method of the present invention are retouched further below
State：
Shown in concrete structure reference picture 1 of the present invention, its agent structure is by pylon 50, triangular support bracket 60, steel platform 10
And anchor ring 30 is constituted.Wherein, steel platform 10 can use platform architecture as shown in Figure 3, and by by the fixing end of steel platform 10
Extend to and shelved at structure floor a upper faces at counterweight beam slab 80, it is affixed to form bolt between the two.As for steel platform 10
Outside section of encorbelmenting 11, the then balcony for extending current layer structure floor, to realize shelving and transfer operation for material.
On the basis of said structure, as shown in Figure 1, the present invention is arranged symmetrically first at the both sides of steel platform 10 and hung
Hanger is set respectively at the hanger unit 22 of ear unit 21 and second, two groups of hanger units so as to one end of affixed pull rope 70.Respectively
Hanger should use HPB235 reinforcement fabrications, and throat depth is not less than 0.6mm, two-sided full weld, and length meets job specfication, in one's ear
Polishing prevents from cutting rope.In addition, on the exterior wall b just to balcony of current layer structure floor and last layer structure floor,
The preformed hole c through exterior wall b walls is just reserved when making；And it is matched, the present invention is also devised with as shown in Figure 2
Dismountable anchor ring 30, to be assemblied at any time in preformed hole c.During practical operation, by as shown in Figure 2 first by anchor ring 30
It is assemblied in preformed hole c, so that fixing function of the anchor ring 30 with respect to exterior wall b is realized, it is again that the end of pull rope 70 is affixed afterwards
At anchor ring 30, with the stretching fixing function for the section 11 of encorbelmenting for realizing relative steel platform 10.The specific configuration of anchor ring 30 is then as schemed
Shown in 1-2, including two groups of pads 32, two groups of clamp nuts 33, one group of stop nut 34 and carried as one end of main structure body
Closed loop sockets screw rod 31；Exerting pressure by clamp nut 33 during operation so that two groups of pads 32 are tightly from the two of preformed hole c
End clamping exterior wall b, finally realizes fixation purpose of the anchor ring 30 with respect to exterior wall b.
When carrying out aforesaid operations, it shall be noted that：When pull rope 70 is designed, it is desirable to which duplex type is shared, namely a pull rope
70 include the main rope in outside and inner side safety rope, and two rope bodies are made of the steel wire ropes of φ 21.5.Often end uses rope Ka Kegen to main rope
Set according to associated documents code requirement, auxiliary rope often with four ropes blocked by end.Each buckle interval is according to 6 to the 7 of the diameter of pull rope 70
It is equidistantly positioned again, afterbody buckle is reserved as 15cm from the spacing of fag end, and Ka Gai is then installed towards main rope, and is tightened up with rope card.
Pull rope 70 and anchor ring 30 and hanger connecting portion, to prevent the mill of pull rope 70 from cutting, can design antifriction safeguard structure.And steel is flat
When platform 10 is installed, installation site is first hung to tower crane, then the fixing end of platform is fixed with counterweight beam slab, pull rope is used afterwards
70 drawknots so that this platform is concordant with current structure floor a, then adjust the outer side edges 150mm more slightly higher than inner side edge of steel platform 10；
After the comprehensive fixation of pull rope 70, you can use.
For the functional reliability of the further lifting present invention, the present invention is also devised with foot-abutment at the bottom surface of steel platform 10
Beam 40.Foot-abutment beam 40 uses channel steel support, and channel-section steel the back side towards at the outside metope of the balcony of current structure floor.When outstanding
When choosing section 11 and being shelved without material, foot-abutment beam 40 should have gap between above-mentioned outside metope, to avoid touching by mistake.When section 11 of encorbelmenting
Place lie on the table material when, the stress of section of encorbelmenting 11 is pushed, and the bottom surface of steel platform 10 starts to touch balcony edge, now foot-abutment beam 40
Just because of the pressing action of above-mentioned steel platform 10, face is resisted against at the outside metope of balcony, so as to realize relative steel platform 10
Aid in load function.The setting of foot-abutment beam 40 so that original direct pressing of steel platform 10 simultaneously scrapes balcony edge, is changed into steel and puts down
Platform 10 not only the functional reliability of whole steel platform 10 and is used with respect to the uniform application of metope on the outside of balcony edge and balcony
Life-span is higher, and more preferably, pull rope service life is higher for security, while the Scrap marks on balcony surface are less entirely without scraping scratch
Mark, later stage finishing of being more convenient for.
In fact, preformed hole c and anchor ring 30 function not only as the anchoring piece of pull rope 70 and existed, while also having had phase concurrently
To the function of the fixture of pylon 50.On the one hand, anchor ring 30 tenses steel platform 10 by pull rope 70；On the other hand, such as
Shown in Fig. 1, anchor ring 30 is also used as the fixture of triangular support bracket 60, so that triangular support bracket 60 can be consolidated
Be fixed on exterior wall b.After 60 affixed stabilization of triangular support bracket, pass through the prolonging upwards of the top vertical in triangular support bracket 60
Setting pylon 50 is stretched, and then realizes the security protection effect to being constructed at last layer structure floor, it is clear that is achieved many things at one stroke.
To sum up, the degree of modularity that possesses of the present invention is high, safety in utilization is strong, simple and efficient to handle and low manufacture cost
Advantage.Pylon 50, triangular support bracket 60, anchor ring 30, pull rope 70 and steel platform 10 can design and form standard, with convenient
Actual production makes.And in practical operation, then can by whole pylon 50, triangular support bracket 60, anchor ring 30, pull rope 70,
Counterweight beam slab 80 and the assembling of steel platform 10 form single piece, so that realizing that the same liter of relatively each Rotating fields floor is same drops operation, respectively
Anchor ring 30 and assembly parts are reused, and assembly and disassembly are also extremely facilitated, and its efficiency of construction can be also obviously improved.
Claims (8)
1. a kind of modularization ready-package discharging platform for assembled architecture, including steel platform (10), the steel platform (10)
Structure floor (a) upper face of the fixing end along current layer be disposed to extend；The other end of steel platform (10) is then extended with fixing end
The opposite direction in direction stretches out outside the balcony of the Rotating fields floor to form the section of encorbelmenting (11) for placing material；Its feature
It is：To be symmetrically arranged in two hangers of section both sides of encorbelmenting as one group of hanger unit, the hanger unit is two groups and along steel
The bearing of trend of platform (10) is sequentially arranged；It is provided with exterior wall (b) at each Rotating fields floor through exterior wall (b) wall
Preformed hole (c), preformed hole (c) place is removably connected with anchor ring (30)；To be relatively distant from one group of hanger unit of structure floor
For the first hanger unit (21), and corresponding another group of hanger unit is the second hanger unit (22)；First hanger unit (21)
It is anchored in anchor ring (30) place at exterior wall (b) place of last layer structure floor by pull rope (70), and the second hanger unit
(22) anchor ring (30) place at exterior wall (b) place of current layer structure floor is anchored in by pull rope (70).
2. the modularization ready-package discharging platform according to claim 1 for assembled architecture, it is characterised in that：It is described
Anchor ring (30) includes socketing screw rod (31), and described screw rod (31) profile that sockets is in that one end is loop-like screw thread rod-like structure；Draw
Screw rod (31) is connect to penetrate in preformed hole (c), and socketing at the nose end of preformed hole (c) two is combined with respectively at screw rod (31) shaft
Pad (32) and clamp nut (33), to cause twice pad (32) to compress exterior wall (b) in the axial direction so as to which fixation sockets screw rod
(31) in exterior wall (b) place.
3. the modularization ready-package discharging platform according to claim 2 for assembled architecture, it is characterised in that：It is located at
At the threaded one end bar segment for socketing screw rod (31) top end, screw thread is gone back in addition to clamp nut (33) and has been combined with mechanical locking work(
The stop nut (34) of energy；Stop nut (34) is with socketing screw rod (31) top interplanar distance not less than 50mm.
4. the modularization ready-package discharging platform for assembled architecture according to claim 1 or 2 or 3, its feature exists
In：Place is folded with one piece of counterweight between the structure floor (a) of layer where the fixing end and steel platform (10) of the steel platform (10)
Beam slab (80), the counterweight beam slab (80) is held on structure floor (a) and the affixed cooperation of bolt is constituted between the fixing end.
5. the modularization ready-package discharging platform according to claim 4 for assembled architecture, it is characterised in that：In steel
It is connected with a foot-abutment beam (40) at the bottom surface of platform (10), balcony at the parallel current layer structure floor of the foot-abutment beam (40)
The beam body of outside metope and foot-abutment beam is horizontally disposed with；When being shelved with material in steel platform (10), the section of encorbelmenting of steel platform (10)
(11) stress is pushed and so that foot-abutment beam (40) face is resisted against at the outside metope of the balcony；Left unused when steel platform (10) is in
During state, foot-abutment beam (40) returns back to initial position to have fit clearance between the outside metope of above-mentioned balcony.
6. the modularization ready-package discharging platform according to claim 5 for assembled architecture, it is characterised in that：It is described
The bottom surface of steel platform (10) is in the inclined plane structure that the side height where end is laterallyd secure where section of encorbelmenting (11) is gradually reduced, steel
The both sides normal throw of platform (10) is 150mm.
7. the modularization ready-package discharging platform for assembled architecture according to claim 1 or 2 or 3, its feature exists
In：The pull rope (70) is Ф 21.5mm steel wire rope, and the two ends of pull rope (70) are fixed by restricting due to corresponding fixed
At position.
8. the modularization ready-package discharging platform for assembled architecture according to claim 1 or 2 or 3, its feature exists
In：Pull rope (70) is 45~60 ° with horizontal plane angle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710749015.1A CN107313597A (en) | 2017-08-28 | 2017-08-28 | Modularization ready-package discharging platform for assembled architecture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710749015.1A CN107313597A (en) | 2017-08-28 | 2017-08-28 | Modularization ready-package discharging platform for assembled architecture |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107313597A true CN107313597A (en) | 2017-11-03 |
Family
ID=60177003
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710749015.1A Pending CN107313597A (en) | 2017-08-28 | 2017-08-28 | Modularization ready-package discharging platform for assembled architecture |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107313597A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111960251A (en) * | 2020-08-28 | 2020-11-20 | 江苏银环新材料科技有限公司 | Steel bar truss hoisting method and steel bar truss hoisting tool thereof |
| CN112942853A (en) * | 2021-02-01 | 2021-06-11 | 浙江建设职业技术学院 | Self-locking anti-overturning type discharging platform for building construction |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07259343A (en) * | 1994-03-24 | 1995-10-09 | Hazama Gumi Ltd | Material receiving equipment |
| CN201474306U (en) * | 2009-07-30 | 2010-05-19 | 中建三局建设工程股份有限公司 | Hoisting ring device used on discharging platform |
| CN202338106U (en) * | 2011-12-12 | 2012-07-18 | 北京市第五建筑工程有限公司 | Wall-body hoisting ring of cantilever discharging platform |
| CN202745354U (en) * | 2012-07-11 | 2013-02-20 | 龙元建设集团股份有限公司 | Toolized discharging steel platform |
| CN203441076U (en) * | 2013-07-25 | 2014-02-19 | 陕西建工集团第一建筑工程有限公司 | Steel wire rope fixing ring for construction of high-rise building |
-
2017
- 2017-08-28 CN CN201710749015.1A patent/CN107313597A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07259343A (en) * | 1994-03-24 | 1995-10-09 | Hazama Gumi Ltd | Material receiving equipment |
| CN201474306U (en) * | 2009-07-30 | 2010-05-19 | 中建三局建设工程股份有限公司 | Hoisting ring device used on discharging platform |
| CN202338106U (en) * | 2011-12-12 | 2012-07-18 | 北京市第五建筑工程有限公司 | Wall-body hoisting ring of cantilever discharging platform |
| CN202745354U (en) * | 2012-07-11 | 2013-02-20 | 龙元建设集团股份有限公司 | Toolized discharging steel platform |
| CN203441076U (en) * | 2013-07-25 | 2014-02-19 | 陕西建工集团第一建筑工程有限公司 | Steel wire rope fixing ring for construction of high-rise building |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111960251A (en) * | 2020-08-28 | 2020-11-20 | 江苏银环新材料科技有限公司 | Steel bar truss hoisting method and steel bar truss hoisting tool thereof |
| CN111960251B (en) * | 2020-08-28 | 2023-08-22 | 江苏银环新材料科技有限公司 | Steel bar truss hoisting method and steel bar truss hoisting tool thereof |
| CN112942853A (en) * | 2021-02-01 | 2021-06-11 | 浙江建设职业技术学院 | Self-locking anti-overturning type discharging platform for building construction |
| CN112942853B (en) * | 2021-02-01 | 2022-04-22 | 浙江建设职业技术学院 | Self-locking anti-overturning type discharging platform for building construction |
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Application publication date: 20171103 |