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
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- 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
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/22—Scaffolds essentially supported by building constructions, e.g. adjustable in height supported by roofs or ceilings
-
- 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
- E04G5/007—Devices and methods for erecting scaffolds, e.g. automatic scaffold erectors
-
- 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
- E04G5/041—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffolds on roof frameworks or on roofs
Abstract
A kind of suspension type anti-shake construction platform and its installation method of the present invention, is related to construction equipment technical field.The problem of flexibility, security and economy can not be taken into account be present for existing construction equipment.It includes Construction of Steel Structure platform and support frame；Vertical steel wire rope group and the anti-shake steel wire rope group positioned at construction platform both sides；Vertical steel wire rope group includes two pairs of steel wire ropes one positioned at construction platform both sides, its one end connection support frame, other end connecting building structural beams；Anti-shake steel wire rope group includes two oblique and arranged in a crossed manner steel wire ropes two, its bottom connection construction platform, top connecting building structural beams.Installation method：Top firmware is sheathed on architecture beam and fastened, and construction platform and support frame are lifted on below architecture beam, and vertical steel wire rope group bottom connects support frame, and top is connected to architecture beam by pushing up firmware；Construction platform both ends set anti-shake steel wire rope group, its bottom connection construction platform, top connecting building structural beams.
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)
1. a kind of suspension type anti-shake construction platform, hang on the lower section of architecture beam, it is characterised in that：
Including a horizontally disposed Construction of Steel Structure platform；
It is fixed on the support frame of the Construction of Steel Structure mesa base；
Several vertical steel wire rope groups, and it is respectively arranged at two of the Construction of Steel Structure land lengths bearing of trend both ends
Anti-shake steel wire 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 vertical
One end of steel wire rope group is fixed in the support frame, and the other end of the vertical steel wire rope group is connected to institute by pushing up firmware
State on architecture beam；
The anti-shake steel wire rope group includes two oblique and arranged in a crossed manner steel wire ropes two, and the bottom of the anti-shake steel wire rope group connects
It is connected on the Construction of Steel Structure platform, the top of the anti-shake steel wire rope group is connected on the architecture beam.
2. suspension type anti-shake construction platform according to claim 1, it is characterised in that：The support frame is by some parallel
In the transverse channel steels of the Construction of Steel Structure land lengths bearing of trend, and if being vertically installed in the transverse channel steels bottom
Longitudinal channel-section steel is done to be formed by connecting.
3. suspension type anti-shake construction platform according to claim 2, it is characterised in that：The transverse channel steels of the support frame
Connection between longitudinal channel-section steel is welded for electric arc.
4. the suspension type anti-shake construction platform according to any one of claims 1 to 3, it is characterised in that：The every steel wire
Rope one is provided with least one flower basket bolt.
5. the suspension type anti-shake construction platform according to any one of claims 1 to 3, it is characterised in that：The top firmware bag
The fastening main body for the U-shaped for including a pair of opposing and being sheathed on the architecture beam, and it is some for connecting a pair of institutes
The fixing bolt of fastening main body is stated, the top of the steel wire rope one is wrapped on the fixing bolt and by clamp, institute
State through hole on longitudinal channel-section steel of the support frame of the bottom of steel wire rope one and by clamp.
6. the suspension type anti-shake construction platform according to any one of claims 1 to 3, it is characterised in that：It is two neighboring described
Top firmware between be smaller than be equal to 1.5m.
7. the suspension type anti-shake construction platform according to any one of claims 1 to 3, it is characterised in that：The steel wire rope one
With the steel wire rope two by some strand steel wire rope twistings and by clamp, the steel wire rope is zinc-coated wire, the steel knot
Structure construction platform and the support frame scribble antirust paint.
8. the installation method of the suspension type anti-shake construction platform as described in any one of claim 1 to 7, 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 branch
Support frame frame is simultaneously lifted on below the architecture beam, the bottom of vertical steel wire rope group is connected the support frame, institute
The top for stating vertical steel wire rope group is 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 so that two
The bottom of the individual anti-shake steel wire rope group is connected on the Construction of Steel Structure platform, the top of the anti-shake steel wire rope group
It is connected on the architecture beam.
9. installation method according to claim 8, it is characterised in that when the suspension type anti-shake construction platform needs to move
When, step is as follows：
Step 1：Tighten the flower basket bolt in the vertical steel wire rope group, loose ends among the suspension type anti-shake construction platform
The vertical steel wire rope group and the anti-shake steel wire rope group, are first fixed on the building structure by vertical steel wire rope group described in both ends
On next moving step pitch point of beam；
Step 2：Unscrew the flower basket bolt in the middle vertical steel wire rope group simultaneously, the Construction of Steel Structure platform transferred,
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), now, institute
Stating 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 it is 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.
10. installation method according to claim 8, it is characterised in that when the height of the suspension type anti-shake construction platform
When needing regulation, step is as follows：Anti-shake steel wire rope group described in the Construction of Steel Structure platform both sides is first adjusted, then adjusts middle institute
The flower basket bolt in vertical steel wire rope group is stated, finally, adjusts the flower basket bolt in vertical steel wire rope group described in both ends.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610559305.5A CN106049843B (en) | 2016-07-15 | 2016-07-15 | A kind of suspension type anti-shake construction platform and its installation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610559305.5A CN106049843B (en) | 2016-07-15 | 2016-07-15 | A kind of suspension type anti-shake construction platform and its installation method |
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| CN109098429A (en) * | 2018-09-25 | 2018-12-28 | 中信国安建工集团有限公司 | For volumed space building inner top constructing device |
| CN110158934B (en) * | 2019-06-24 | 2023-07-18 | 中信国安建工集团有限公司 | Protection system for suspension type operation platform in high and large space |
| CN114182941A (en) * | 2021-11-26 | 2022-03-15 | 中国一冶集团有限公司 | Suspension type girder steel operation platform |
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| 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 |
| CN104878867B (en) * | 2015-05-21 | 2017-06-16 | 中国建筑第二工程局有限公司 | Integral structure of ceiling joist and double-deck operation platform and preparation method thereof |
| 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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