CN106049843B - A kind of suspension type anti-shake construction platform and its installation method - Google Patents
A kind of suspension type anti-shake construction platform and its installation method Download PDFInfo
- Publication number
- CN106049843B CN106049843B CN201610559305.5A CN201610559305A CN106049843B CN 106049843 B CN106049843 B CN 106049843B CN 201610559305 A CN201610559305 A CN 201610559305A CN 106049843 B CN106049843 B CN 106049843B
- Authority
- CN
- China
- Prior art keywords
- steel wire
- wire rope
- construction
- shake
- platform
- Prior art date
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- HCHKCACWOHOZIP-UHFFFAOYSA-N zinc Chemical compound 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[Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR OTHER BUILDING 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
- E04G3/22—Scaffolds essentially supported by building constructions, e.g. adjustable in height supported by roofs or ceilings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR OTHER BUILDING 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
- E04G5/007—Devices and methods for erecting scaffolds, e.g. automatic scaffold erectors
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR OTHER BUILDING 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
- E04G5/041—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffolds on roof frameworks or on roofs
Abstract
Description
Technical field
The present invention relates to construction equipment technical field, more particularly to a kind of suspension type anti-shake construction platform and its installation Method.
Background technology
With domestic construction technology and the continuous improvement of national material and cultural needs, the country is to show room, cinema and report The construction demand for accusing the volumed space buildings such as conference hall is more and more stronger.Normal throw and occupation of land due to above-mentioned volumed space building Area is larger, and therefore, all kinds of electromechanical pipelines, the installation exercise difficulty of decorative panel, light fixture etc. are also corresponding at the top of volumed space building Increase.
At present, the construction operation at the top of volumed space building is generally carried out in ladder truck, cat ladder or scaffold, but these set The drawbacks of standby generally existing operating space is narrow and small.For example, when being constructed in ladder truck, construction platform is arranged on hydraulic machinery On arm, ladder truck has the characteristics that big transmission height, construction platform safety and stability and flexible adjustment, but there is also use dimension simultaneously Protect the defects of costly, delivered payload capability is poor and power consumption is big；Traditional cat ladder or scaffold are generally built on ground, once carried The collision of the fork truck of material, construction platform is often caused the serious consequence such as to cave in, and cat ladder or scaffold are special at some Occasion (such as stair, especially big choose sky) and being limited by place and can not realize that landing is built, application limitation is larger, moreover, The inner space of ultra-large type building, scaffold is built highly excessive, and platform is easily caused when workmen walks about and is rocked, famine Security, it is seen then that constructed using cat ladder or scaffold, though the drawbacks described above of ladder truck can be overcome, occupation of land face be present Product is greatly, consumable quantity is big, can not move, highly adjusts the shortcomings of inconvenience and influence ground construction.
In summary, for the flexibility of construction equipment generally existing, security and the economy at the top of volumed space building not The present situation that can be taken into account, how to design a kind of economical and practical and safety and stability construction platform, and its operation of specification and installation method It is very urgent.
The content of the invention
For the existing flexibility of construction equipment generally existing, security and economy at the top of volumed space building not The problem of taking into account.It is an object of the invention to provide a kind of suspension type anti-shake construction platform and its installation method, pass through vertical steel Cord group hangs on Construction of Steel Structure platform in existing building structural beams, and the anti-shake steel wire rope group set by both ends is realized The purpose of anti-shake, has that floor space is small, flexible adjustment is convenient, Non-energy-consumption consumption, solid and reliable and do not influence ground construction etc. Advantage.
The present invention solves suspension type anti-shake construction platform used by its technical problem, hangs under architecture beam Side, including a horizontally disposed Construction of Steel Structure platform；It is fixed on the support frame of the Construction of Steel Structure mesa base；It is some Individual vertical steel wire rope group, and it is respectively arranged at two anti-shake steel wires at the Construction of Steel Structure land lengths bearing of trend both ends Rope group；The vertical steel wire rope group includes being located at two pairs of steel wire ropes one of the Construction of Steel Structure platform both sides respectively, described perpendicular It is fixed in one end of steel wire rope group in the support frame, the other end of the vertical steel wire rope group is connected to by pushing up firmware On the architecture beam；The anti-shake steel wire rope group includes two oblique and arranged in a crossed manner steel wire ropes two, the anti-shake steel The bottom of cord group is connected on the Construction of Steel Structure platform, and the top of the anti-shake steel wire rope group is connected to the building knot On structure beam.
Preferably, the support frame is by some transverse grooves parallel to the Construction of Steel Structure land lengths bearing of trend Steel, and be vertically installed in some longitudinal channel-section steels of the transverse channel steels bottom and be formed by connecting.
Preferably, the connection between the transverse channel steels of the support frame and longitudinal channel-section steel is welded for electric arc.
Preferably, the every steel wire rope one is provided with least one flower basket bolt.
Preferably, the top firmware includes the fastening of a pair of opposing and the U-shaped being sheathed on the architecture beam Main body, and some fixing bolts for being used to connect a pair of fastening main bodys, the top of the steel wire rope one is wrapped in described On fixing bolt and by clamp, the through hole of the bottom of the steel wire rope one on longitudinal channel-section steel of the support frame And by clamp.
Preferably, it is two neighboring it is described top firmware between be smaller than be equal to 1.5m.
Preferably, the steel wire rope one and the steel wire rope two are by some strand steel wire rope twistings and by clamp, institute It is zinc-coated wire to state steel wire rope, and the Construction of Steel Structure platform and the support frame scribble antirust paint.
In addition, present invention also offers a kind of installation method of suspension type anti-shake construction platform, step are as follows：
First, some top firmwares are sheathed on architecture beam, and fastened by fixing bolt, connect Construction of Steel Structure platform And support frame and be lifted on below the architecture beam, the bottom of vertical steel wire rope group is connected the carriage Frame, the top of the vertical steel wire rope group are connected on the architecture beam by the top firmware；
The 2nd, two anti-shake steel wire rope groups are set respectively at the both ends of the Construction of Steel Structure land lengths bearing of trend, made The bottom for obtaining two anti-shake steel wire rope groups is connected on the Construction of Steel Structure platform, the anti-shake steel wire rope group Top is connected on the architecture beam.
Preferably, when the suspension type anti-shake construction platform needs to move, step is as follows：
Step 1：The flower basket bolt in the vertical steel wire rope group among the suspension type anti-shake construction platform is tightened, is unclamped Vertical steel wire rope group and the anti-shake steel wire rope group described in both ends, vertical steel wire rope group described in both ends is first fixed on the building On next moving step pitch point of structural beams；
Step 2：Unscrew the flower basket bolt in the middle vertical steel wire rope group simultaneously, by under the Construction of Steel Structure platform Put, it is in gradually tensioned state to make vertical steel wire rope group described in both ends, and the middle vertical steel wire rope group is in then loose condition (of surface), this When, the Construction of Steel Structure platform also can slowly be moved to next moving step pitch point, then, unclamp the middle vertical steel wire Rope group, and be fixed on next moving step pitch point of the architecture beam；
Step 3：1 to 2 is repeated the above steps, until the suspension type anti-shake construction platform is moved into target area.
Preferably, when the highly desirable regulation of the suspension type anti-shake construction platform, step is as follows：First adjust the steel Anti-shake steel wire rope group described in structure construction platform both sides, then the flower basket bolt in the middle vertical steel wire rope group is adjusted, finally, Adjust the flower basket bolt in vertical steel wire rope group described in both ends.
Effect of the invention is that：
First, suspension type anti-shake construction platform of the invention, using support frame and several vertical steel wire rope groups by steel knot Structure construction platform is hung on existing architecture beam, because the bottom of the Construction of Steel Structure platform is provided with support frame, So that the Construction of Steel Structure platform is more firm, and improve its bearing capacity；Moreover, suspension type anti-shake construction platform is hung on now On some architecture beams, the construction operation on ground is not interfered with, and then improves the overall progress of construction；Particularly important It is that it is also respectively provided with least two anti-shake steel wire rope groups at the both ends of Construction of Steel Structure land lengths bearing of trend, this is anti- Shake steel wire rope group to be made up of two oblique and arranged in a crossed manner steel wire ropes two, the bottom of two anti-shake steel wire rope groups is bundled in respectively The corner of Construction of Steel Structure platform base, and the top of anti-shake steel wire rope group is then connected on architecture beam, is arranged such energy When enough avoiding construction operation, Construction of Steel Structure platform is different degrees of because caused by walking about workmen to be rocked, so as to ensure Construction safety；To sum up, suspension type anti-shake construction platform of the invention have floor space it is small, both horizontally and vertically regulation spirit It is living, applied widely, solid and reliable and the advantages that do not influence ground construction, make especially suitable for the construction at the top of volumed space building In industry.
2nd, the installation method of suspension type anti-shake construction platform of the invention, first, will even by some vertical steel wire rope groups It is connected in integral Construction of Steel Structure platform and support frame is suspended on architecture beam, prolongs then at Construction of Steel Structure land lengths The both ends for stretching direction set two anti-shake steel wire rope groups respectively so that the bottom of two anti-shake steel wire rope groups is connected to steel knot The corner of structure construction platform pedestal, the top of anti-shake steel wire rope group are connected on architecture beam, during so as to avoid construction operation, Construction of Steel Structure platform is different degrees of because caused by walking about workmen to be rocked, and has ensured construction safety.Compared to ladder truck The application method of construction platform in hydraulic manipulator, the installation method of suspension type anti-shake construction platform of the invention, can make steel Structure construction platform reaches identical construction height, and bearing capacity and construction space are bigger, and will not occur during use any Energy consumption, more meet the development trend of green construction.Therefore, the installation method of suspension type anti-shake construction platform of the invention has peace Fill it is easy to operate, Non-energy-consumption consume the advantages that.
Brief description of the drawings
Fig. 1 is a kind of structural representation of suspension type anti-shake construction platform of one embodiment of the invention；
Fig. 2 is Fig. 1 side view；
Fig. 3 is vertical steel wire rope group and the connection diagram of architecture beam.
Embodiment
Below in conjunction with the drawings and specific embodiments to a kind of suspension type anti-shake construction platform proposed by the present invention and its installation Method is described in further detail.According to following explanation and claims, advantages and features of the invention will become apparent from.Need Bright, accompanying drawing uses using very simplified form and non-accurately ratio, only to convenience, lucidly aids in illustrating The purpose of the embodiment of the present invention.For sake of convenience, the upper and lower direction of " on ", " under " with accompanying drawing described below is consistent, but This can not turn into the limitation of technical solution of the present invention.
Embodiment one：Illustrate a kind of suspension type anti-shake construction platform 10 of the present invention with reference to Fig. 1 to Fig. 3, it, which hangs on, builds The lower section of building structure beam 1, as shown in figure 1, it includes a horizontally disposed Construction of Steel Structure platform 11；It is fixed on Construction of Steel Structure The support frame 12 of the bottom of platform 11；Several vertical steel wire rope groups 14, and it is respectively arranged at 11 liang of Construction of Steel Structure platform Two anti-shake steel wire rope groups 15 at end；Above-mentioned vertical steel wire rope group 14 includes being located at the two of the both sides of Construction of Steel Structure platform 11 respectively To the 14a of steel wire rope one, one end of vertical steel wire rope group 14 is fixed in support frame 12, and the other end of vertical steel wire rope group 14 leads to Top firmware 16 is crossed to be connected on architecture beam 1；As depicted in figs. 1 and 2, above-mentioned anti-shake steel wire rope group 15 includes being located at steel respectively Two oblique and arranged in a crossed manner 15a of steel wire rope two of the length bearing of trend both sides of structure construction platform 11, anti-shake steel wire rope group 15 bottom is connected on Construction of Steel Structure platform 11, i.e., the bottom of two anti-shake steel wire rope groups 15 is bundled in steel knot respectively The corner of the pedestal of structure construction platform 11, and the top of anti-shake steel wire rope group 15 is then connected on architecture beam 1.The present embodiment In, the size of Construction of Steel Structure platform 11 is 7m (length) × 4m (width) × 1.2m (height), bearable load 5000N/m2；And And the length and width that above-mentioned support frame 12 is set up is not less than the length and width of Construction of Steel Structure platform 11, one side energy Enough ensure the structural stability of Construction of Steel Structure platform 11, be on the other hand easy to bind the 14a of steel wire rope one.It need to illustrate in addition It is that suspension type anti-shake construction platform 10 of the invention is before use, the bearing capacity that unit in charge of construction should check architecture beam 1 is The no requirement that can meet suspension type anti-shake construction platform 10, obtaining original design unit's approval and the license of construction unit Afterwards, certain reinforcing rear is carried out to architecture beam 1 can be used.
The suspension type anti-shake construction platform 10 of the present invention, using support frame 12 and several vertical steel wire rope groups 14 by steel Structure construction platform 11 is hung on existing architecture beam 1, because the bottom of the Construction of Steel Structure platform 11 is provided with branch Support frame frame 12 so that the Construction of Steel Structure platform 11 is more firm, and improves its bearing capacity；Moreover, suspension type anti-shake is constructed Platform 10 is hung on existing architecture beam 1, does not interfere with the construction operation on ground, and then the entirety for improving construction is entered Degree；Prevent particular, it is important that it is also respectively provided with least two at the both ends of the length bearing of trend of Construction of Steel Structure platform 11 Steel wire rope group 15 is shaken, the anti-shake steel wire rope group 15 is made up of two oblique and arranged in a crossed manner 15a of steel wire rope two, two anti-shake steel The bottom of cord group 15 is bundled in the corner of the pedestal of Construction of Steel Structure platform 11 respectively, and the top of anti-shake steel wire rope group 15 then connects Be connected on architecture beam 1, be arranged such when can avoid construction operation, Construction of Steel Structure platform 11 because workmen walks about and Caused different degrees of rocks, so as to ensure construction safety；To sum up, suspension type anti-shake construction platform 10 of the invention has Floor space is small, both horizontally and vertically flexible adjustment, applied widely, solid and reliable and the advantages that do not influence ground construction, Especially suitable in the construction operation at the top of volumed space building.
Above-mentioned support frame 12 by some transverse channel steels parallel to the length bearing of trend of Construction of Steel Structure platform 11, and Some longitudinal channel-section steels for being vertically installed in transverse channel steels bottom are formed by connecting.In the present embodiment, transverse channel steels and longitudinal channel-section steel are excellent Select height 100mm, the wide 48mm of leg, waist thickness 5.3mm channel-section steel.
Further, the connection between the transverse channel steels of above-mentioned support frame 12 and longitudinal channel-section steel is welded for electric arc, welding Form is welded for submerged slag, and weld seam must weld real and can not use spot welding, to ensure both firm and reliable connections.
Please continue to refer to Fig. 1 and Fig. 2, in order to adjust the height of Construction of Steel Structure platform 11, set on the every 14a of steel wire rope one There are at least one flower basket bolt 14b, flower basket bolt 14b to be stretched by adjusting screw, the 14a of steel wire rope one pine can be adjusted Tightly.In the present embodiment, 1~3 flower basket bolt 14b, flower basket bolt 14b rated load are set on the every 14a of steel wire rope one Not less than 3 × 104N, contract by distance are not less than 300mm, and so each Construction of Steel Structure platform 11 can be according to site specific The fine setting in the range of 0.9m on vertical height direction is realized, thus, it is organic that said structure is more beneficial for institute at the top of volumed space building The expansion of electric line, decorative engineering, lamp installation and building structure repairing work.The suspension type anti-shake construction platform of the present embodiment 10, due to first passing through Mechanics Calculation in advance, employ the steel wire rope and flower basket bolt of certain fixing model, while specification its installation operation Code and service manual etc. so that the suspension type anti-shake construction platform 10 has higher security than general plain type platform Energy.
As shown in figure 3, top firmware 16 includes the fastening master of a pair of opposing and the U-shaped being sheathed on architecture beam 1 Body, and some fixing bolts for being used to connect a pair of fastening main bodys, and above-mentioned fixing bolt is distributed in architecture beam 1 Upper and lower both sides.The 14a of steel wire rope one top is wrapped on fixing bolt and fastened by fixture 17, the 14a of steel wire rope one bottom Through longitudinal channel-section steel through hole and fastened by fixture 17.The Construction of Steel Structure platform 11 of suspension is fixed by pushing up firmware 16, not only Convenient disassembly, and be easy to be needed that position is adjusted flexibly according to construction, improve efficiency of construction.
Preferably, it is two neighboring top firmware 16 between be smaller than be equal to 1.5m, to ensure that the stress of architecture beam 1 is equal Even, the Construction of Steel Structure platform 11 being suspended over is more solid and reliable.
The above-mentioned 14a of steel wire rope one and the 15a of steel wire rope two are fastened by some strand steel wire rope twistings and by fixture 17；Steel wire rope Using 301#, 304# or 316# zinc-coated wire, wherein, the steel wire rope specification of vertical steel wire rope group 14 is 1 × 19 type or 7 × 19 Type, a diameter of 6.0mm, the rupture pull force of every steel wire rope are more than or equal to 3 × 104N；The steel wire rope of anti-shake steel wire rope group 15 is phase Same specification, but diameter is more than or equal to 8.0mm, and the rupture pull force of every steel wire rope is more than or equal to 4 × 104N, the 14a of steel wire rope one and The 15a of steel wire rope two total Breaking load is more than 30t (3 × 105N)。
Construction of Steel Structure platform 11 is by metal framework, the iron wire grid being fixed in metal framework and is vertically arranged to metal Fence on framework forms, fence and metal framework bolt connection, cotter joint is provided between adjacent two sections of fences, to mutually solid It is fixed, and metal framework is fixed with support frame bolt connection.In order to increase the antiseptic and rustproof function of Construction of Steel Structure platform 11, on State metal framework and iron wire grid scribbles antirust paint, similar, above-mentioned support frame 12 is also coated with antirust paint.
Embodiment two：Illustrate the installation method of the suspension type anti-shake construction platform using the present invention, tool with reference to Fig. 1 to Fig. 3 Body step is as follows：
First, some top firmwares 16 are sheathed on architecture beam 1 by ladder truck (not shown), and by fixed spiral shell Bolt fastens, and connects Construction of Steel Structure platform 11 and support frame 12 and is lifted on the lower section of architecture beam 1, makes vertical steel wire The bottom connection support frame 12 of rope group 14, the top of vertical steel wire rope group 14 is connected to architecture beam 1 by pushing up firmware 16 On, and be fixedly clamped by fixture 17；
2nd, two anti-shake steel wire rope groups 15 are set respectively at the both ends of the length bearing of trend of Construction of Steel Structure platform 11, made The bottom for obtaining two anti-shake steel wire rope groups 15 is connected to the corner of the pedestal of Construction of Steel Structure platform 11, anti-shake steel wire rope group 15 Top be connected on architecture beam 1, after installing, check bolt whether all connect, whether steel wire rope has abrasion, beats Knot or distortion, the block-regulations of fixture 17 whether correct (i.e. whether steel wire rope keeps straight) etc..
Also include after above-mentioned steps two, load test is carried out to suspension type anti-shake construction platform 10, in Construction of Steel Structure The bottom of platform 11 sets 20 experiment suspension centres, and suspension centre is uniformly distributed, on each suspension centre through steel wire rope and hung liftoff 1m and Weight is no less than 1t weight, after 4h, as the switching performance of suspension type anti-shake construction platform 10 is not affected by influence, then can recognize Be the suspension type anti-shake construction platform 10 by load test, can input for safety use.
The installation method of the suspension type anti-shake construction platform of the present invention, first, it will be connected by some vertical steel wire rope groups The Construction of Steel Structure platform and support frame being integrated are suspended on architecture beam, are extended then at Construction of Steel Structure land lengths The both ends in direction set two anti-shake steel wire rope groups respectively so that the bottom of two anti-shake steel wire rope groups 15 is connected to steel knot The corner of the pedestal of structure construction platform 11, the top of anti-shake steel wire rope group 15 are connected on architecture beam 1, so as to avoid construction from making During industry, Construction of Steel Structure platform 11 is different degrees of because caused by walking about workmen to be rocked, and has ensured construction safety.Compare The application method of construction platform in ladder truck hydraulic manipulator, the installation method of suspension type anti-shake construction platform of the invention, energy Construction of Steel Structure platform 11 is enough set to reach identical construction height, and bearing capacity and construction space are bigger, and will not during use Any energy consumption of generation, more meet the development trend of green construction.Therefore, the installation side of suspension type anti-shake construction platform of the invention Method has the advantages that installation operation is convenient, and Non-energy-consumption consumes.
When suspension type anti-shake construction platform 10 needs to move, operating procedure is as follows：
Step 1：Before movable suspending type anti-shake construction platform 10, remove all weights thereon and withdraw workmen, The flower basket bolt 14b in vertical steel wire rope group 14 among suspension type anti-shake construction platform 10 is tightened, keeps middle vertical steel wire rope 4 suspension centre stress of group 14, the vertical steel wire rope group 14 and anti-shake steel wire rope group 15 of loose ends, now, the vertical steel wire in both ends Rope group 14 is in loose condition (of surface), and middle vertical steel wire rope group 14 is in then tensioned state, first fixes the vertical steel wire rope group 14 at both ends On next moving step pitch point of architecture beam 1；
Step 2：Unscrew the flower basket bolt 14b in middle vertical steel wire rope group 14 simultaneously, by under Construction of Steel Structure platform 11 Put, it is in gradually tensioned state to make the vertical steel wire rope group 14 in both ends, and middle vertical steel wire rope group 14 is in then loose condition (of surface), now, Construction of Steel Structure platform 11 also can slowly be moved to next moving step pitch point, then, unclamp the vertical steel wire rope group 14 of centre, And it is fixed on next moving step pitch point of architecture beam 1；
Step 3：1 to 2 is repeated the above steps, until suspension type anti-shake construction platform 10 is moved into target area.
The each moving step pitch of above-mentioned suspension type anti-shake construction platform 10 is 1~2m, in principle with small step it is multiple based on, move During dynamic suspension type anti-shake construction platform 10, warning line is set in construction area, and the lower section of suspension type anti-shake construction platform 10 is forbidden Personnel walk about.In addition, when lifting suspension type anti-shake construction platform 10, as using area has side bar, side column, fence or curtain wall Structure, and said structure can meet more than 30t additional loads, should try the support of the bottom of suspension type anti-shake construction platform 10 Framework 12 is erected on said structure, while is tensed vertical steel wire rope group 14 and played further firm effect.
When the highly desirable regulation of suspension type anti-shake construction platform 10, unload all heavy on Construction of Steel Structure platform 11 Thing, both sides anti-shake steel wire rope group 15 is first adjusted, then adjust the flower basket bolt 14b in middle vertical steel wire rope group 14, finally, regulation Flower basket bolt 14b in the vertical steel wire rope group 14 in both ends.So that Construction of Steel Structure platform 11 is during height is adjusted, all the time Balance and stability is kept, is advantageous to construction safety.
Foregoing description is only the description to present pre-ferred embodiments, not to any restriction of the scope of the invention, this hair Any change, the modification that the those of ordinary skill in bright field does according to the disclosure above content, belong to right.
Claims (10)
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| US2043128A (en) * | 1934-06-04 | 1936-06-02 | Charles A Miller | Scaffold for structural workers |
| CN101672102B (en) * | 2009-10-19 | 2015-03-04 | 中铁建设集团有限公司 | Steel structural overhead ceiling construction platform |
| CN203783105U (en) * | 2014-01-28 | 2014-08-20 | 中国建筑第八工程局有限公司 | Fast construction operating platform used for section steel column interior pouring concrete |
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| CN105298099A (en) * | 2015-11-17 | 2016-02-03 | 中国建筑第八工程局有限公司 | Modular suspension type steel tube fastener scaffold operating platform and erecting method thereof |
| CN205918083U (en) * | 2016-07-15 | 2017-02-01 | 上海市安装工程集团有限公司 | Suspension type prevents shaking construction platform |
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