A kind of long cantilever part decorative operation operating platform of steel structural roof
Technical field
The present invention relates to a kind of cantilever part decorative operation operating platform, more particularly to a kind of steel structural roof length is encorbelmented portion
Position decorative operation operating platform.
Background technology
It is the overall vision for pursuing facade in engineering construction engineering, building designers more and more adopt
Represent the stereovision of whole building thing with design as cantilevered structure, what the outward appearance that such as Chinese Pavilion layer stackup is chosen gave people
Feel to be even more grand air, but exactly this version, in structure construction stage and decoration construction stage all applying to engineering
Work industry brings great difficulty.
This structure encorbelmented, there is two kinds of versions, and a kind of cantilevered structure for concrete, another kind is steel beam column
Cantilevered structure.
If the cantilevered structure of concrete, in structure construction, the way for generally adopting for the externally picking tyoe girder steel on flooring,
Set up crosshead on section steel beam again to carry out the construction of last layer cantilevered structure;In decoration construction, also using this behaviour that encorbelments
Decorative operation is carried out as frame.Take this mode to carry out construction operation, need pre-buried shaped steel anchor ring in advance, wait next Rotating fields
When concrete strength reaches design requirement, section steel beam could be inserted in anchor ring, and flood crosshead is set up on section steel beam, this
Although sample can solve shop problem, it sets up and removes the long in time limit of needs, and the material lease expenses of crosshead is high, once and
Cantilever span is excessive, then safety problem cannot be protected at all.
If the cantilevered structure of steel beam column, in structure construction, the steel beam column at its cantilevered structure position can be in tower crane and shoe
Band to hang etc. and carry out under the auxiliary of heavy-duty lifting machine installation exercise and other steel beam column firm weldings.Using steel beam column as encorbelmenting
During structure, the cantilever span of steel structural roof is often most long, it is impossible to safe and reliable operating platform of encorbelmenting is set up on floor and is entered
Row decorative operation, to the long cantilever part decorative operation of steel structural roof huge difficulty is brought.In the market still without one kind
The operating platform for being specially adapted for the long cantilever part decorative operation of steel structural roof with maltilevel security security system.
The content of the invention
The technical problem to be solved is to provide and a kind of is specially adapted for steel with maltilevel security security system
The long cantilever part decorative operation operating platform of structure roofing.
The present invention is for the solution technical scheme taken of above-mentioned technical problem:
A kind of long cantilever part decorative operation operating platform of steel structural roof, including construction operation portion, counterweight rest portion, move
Dynamic portion, climbing section of ascending a height and safety locking motion, described safety locking motion includes holding device and anti-fall device, the top
Tight device holds out against part including column, connector, tubular regulation flower basket bolt and U-shaped, and the lower end of column is welded on counterweight rest portion
On, the upper end of column is mutually welded with the lower end of connector, and the upper end of connector is mutually welded with the lower end of tubular regulation flower basket bolt,
The diapire lower surface that the tubular upper end for adjusting flower basket bolt holds out against part with U-shaped is mutually welded;The anti-fall device include safety rope and
Turnbuckle is adjusted, is hung over above safety rope in structural steel beam and is fixed with safety rope buckle, tune is hung over below safety rope
Fix on the hook on section turnbuckle top and with safety rope buckle.
The column of the holding device has two, per root post by two No. 12 common I-shaped steel sidewalls enclose weld and
Into.
The connector of the holding device includes upper head plate, connecting rod and bottom plate, and connecting rod is by No. 8 common I-steel sides
Wall is enclosed and is welded, and the upper head plate of one piece of level is welded in the upper end of connecting rod, and the lower end of connecting rod is welded under one piece of level
End plate;Upper head plate and bottom plate are formed by steel plate processing and fabricating.
The U-shaped of the holding device holds out against part and is formed by No. 20 common I-steel processing and fabricatings.
The construction operation portion includes operation horizontal platen, job platform support frame and guard rail, operation horizontal platen paving
It is located in job platform support frame, guard rail is connected on the edge of job platform support frame both sides.
The job platform support frame is enclosed by No. 10 common I-steel and is welded;It is long along job platform support frame
Edge direction is provided with four length identical longitudinal direction girder steels, is provided with two length along job platform support frame width identical
Horizontal girder steel;The two ends of two longitudinal girder steels of job platform support frame periphery and the two ends of two horizontal girder steels of periphery
Welding successively encloses rectangular;The two ends of the two longitudinal girder steels divided equally in the middle of job platform support frame are welded on two laterally
On girder steel;Length identical frame strengthening beam is laid with along job platform support frame length direction;Frame strengthening beam is by angle
Steel is processed;The upper surface of longitudinal girder steel welds together every frame strengthening beam with per root.
The counterweight rest portion is shelved horizontal support framework, vertical supporting beam and counterweight and shelves platform, counterweight including counterweight
Shelve platform and be laid on counterweight and shelve on horizontal support framework, one end of vertical supporting beam is vertically welded in configuration and shelves level
Four corners on support frame frame top, the other end is vertically welded in two longitudinal girder steel lower sections of job platform support frame periphery, water
It is flat to shelve platform and be shelved with mass.
The counterweight is shelved horizontal support framework and is enclosed by No. 20 common I-steel and is welded;Level is shelved along configuration
Support frame frame long side direction is provided with three length identicals ground longerons, along job platform support frame width be provided with two it is long
Degree identical ground crossbeam;Configuration shelve the two ends of two of horizontal support frame peripheral ground longerons and the two ends of two ground crossbeams according to
Secondary welding encloses rectangular;Horizontal support framework long side direction is shelved in rectangle inside along configuration be welded with other ground horizontal stroke
Configuration is shelved horizontal support framework and is separated into a little rectangle and a big rectangle by beam, this place crossbeam.
The vertical supporting beam of the counterweight rest portion front end and longitudinal girder steel junction lower section of job platform support frame
Triangle floor is also welded with, the long edge lengths of floor are 800mm, and the bond length of floor is 500mm, the long side of floor and work
Industry platform framework longitudinal direction girder steel lower surface is mutually welded, on the outside of the minor face of floor and the vertical supporting beam of counterweight rest portion front end
Mutually weld on surface.
The mobile device includes mobile device connector and assembly pulley, and the top of mobile device connector is solid using connector
Determine bolt and connector hold-doun nut is symmetrically fixed on the ground longeron of counterweight rest portion, the bottom of mobile device connector is fixed
There is pulley.
Including ladder stand and climbing ladder rail, the upper end of ladder stand is welded on construction operation portion tail to the climbing device of ascending a height
The horizontal girder steel outer surface at end, the lower end of ladder stand is shelved on the ground;Climbing ladder rail one end is welded on ladder stand, is climbed
The cat ladder handrail other end is welded on the horizontal girder steel upper surface of construction operation portion tail end.
Compared with prior art, the device have the advantages that being:
1st, holding device is included in the present invention, holding device includes column, connector, tubular regulation flower basket bolt and U
Shape holds out against part, and the lower end of column is welded in counterweight rest portion, and the upper end of column is mutually welded with the lower end of connector, connector
Upper end is mutually welded with the lower end of tubular regulation flower basket bolt, and the tubular upper end for adjusting flower basket bolt is held out against under the diapire of part with U-shaped
Surface is mutually welded, and before construction operation, adjusts the tubular regulation flower basket bolt of holding device, U-shaped is held out against into part and is held out against in steel knot
Structure roofing girder steel lower section, make girder steel tightly be stuck in U-shaped and hold out against in part, can prevent operating platform of the present invention encorbelment end it is overweight and
One end of mass is set to be upturned and security incident occurs.This is first efficient public security system.
2nd, anti-fall device is also included in the present invention, anti-fall device includes safety rope and adjusts turnbuckle, makees in construction
Before industry, hang over above safety rope in structural steel beam and fixed with safety rope buckle, regulation gaily decorated basket spiral shell is hung over below safety rope
Fix on the hook on silk top and with safety rope buckle, the hook for adjusting turnbuckle bottom is hung in construction operation portion, can be prevented
Only encorbelmenting for operating platform of the present invention is held overweight tenesmus and security incident occurs.This is second efficient public security system.
3rd, counterweight rest portion is also included in the present invention, counterweight rest portion shelves horizontal support framework, vertical including counterweight
Support beam and counterweight shelve platform, and counterweight is shelved platform and is laid on counterweight and shelves on horizontal support framework, and the one of vertical supporting beam
End is vertically welded in four corners that horizontal support framework top is shelved in configuration, and the other end is vertically welded in job platform support frame
The longitudinal girder steel lower section of two of periphery, before construction operation, is shelved on the mass for meeting weight demands level and shelves platform
On, the overweight tenesmus in end of encorbelmenting of operating platform of the present invention can be prevented and security incident occurs, can also prevent operating platform from being constructed
Affect and move.This is the 3rd road efficient public security system.
4th, longitudinal girder steel of the vertical supporting beam of counterweight rest portion front end and job platform support frame joins in the present invention
Place lower section is also welded with triangle floor, and long side and the job platform support frame longitudinal direction girder steel lower surface of floor are mutually welded, rib
The minor face of plate is mutually welded with the vertical supporting beam outer surface of counterweight rest portion front end, can prevent encorbelmenting for operating platform of the present invention
Holding to focus on to encorbelment holds root to fracture and security incident occurs.This is the 4th road efficient public security system
Description of the drawings
Fig. 1 is the overall structure side elevational view of the present invention;
Fig. 2 is the overall structure front elevation view of the present invention;
Fig. 3 is the holding device structure side elevational view of the present invention;
Fig. 4 is the holding device structure front elevation view of the present invention;
Fig. 5 is the anti-fall device structural representation of the present invention;
Fig. 6 is the job platform support frame structure schematic diagram of the present invention;
Fig. 7 is the safety ear plate structure schematic diagram of the present invention;
Fig. 8 is that the counterweight of the present invention shelves horizontal support circuit theory schematic diagram;
Fig. 9 is the rib structure schematic diagram of the present invention;
Figure 10 is the mobile device structure side elevational view of the present invention;
Figure 11 is the mobile device structure front elevation view of the present invention;
Figure 12 is the state diagram when present invention is used.
It is labeled as in figure:1- construction operations portion, 1.1- operation horizontal platens, 1.2- job platform support frames, 1.2.1- are indulged
Into girder steel, the horizontal girder steels of 1.2.2-, 1.2.3- frame strengthening beams, 1.3- guard rails, 1.3.1- circular arc rings, 1.4- loop bar,
The safe otic placode of 1.5- steel wire ropes, 1.6-, 1.6.1- circular holes, 1.6.2- bolts, 1.6.3- suspension ring, 1.7- skirting boards;2- counterweights are put
Crossbeam, 2.2- vertical supporting beams, 2.3- match somebody with somebody with shelving horizontal support framework, 2.1.1- ground longeron, 2.1.2- to put portion, 2.1- counterweights
Platform, 2.4- mass, 2.5- floors are shelved again;3- move portions, 3.1- mobile device connectors, 3.1.1- connectors fix spiral shell
Bolt, 3.1.2- connector hold-doun nuts, 3.2- assembly pulleys;4- ascend a height climbing section, 4.1- ladder stands, 4.2- climbing ladder rail;5-
Safety locking motion, 5.1- holding devices, 5.1.1- columns, 5.1.2- connectors, 5.1.2.1- upper head plates, 5.1.2.2- connections
The tubular flower basket bolt, 5.1.4-U shapes of adjusting of bar, 5.1.2.3- bottom plates, 5.1.3- holds out against part, 5.2- anti-fall devices, 5.2.1-
Safety rope, 5.2.1.1- safety rope buckles, 5.2.2- adjust turnbuckle, 6- cushion blocks, 7- and encorbelment Rotating fields flooring, 8- steel constructions
Cantilever roofing.
Specific embodiment
With reference to the accompanying drawings and detailed description the present invention is further detailed explanation.
As shown in Fig. 1~5:
A kind of steel structural roof cantilever part decorative operation operating platform, including construction operation portion 1, counterweight rest portion 2, shifting
Dynamic portion 3, climbing section of ascending a height 4 and safety locking motion 5.
Described safety locking motion 5 includes two groups of holding devices 5.1 and two groups of anti-fall devices 5.2.
Every group of holding device 5.1 includes column 5.1.1, connector 5.1.2, tubular regulation flower basket bolt 5.1.3 and U-shaped top
Tight part 5.1.4, the lower end of column 5.1.1 is welded in counterweight rest portion 2, under the upper end of column 5.1.1 and connector 5.1.2
End is mutually welded, and the upper end of connector 5.1.2 is mutually welded with the lower end of tubular regulation flower basket bolt 5.1.3, tubular regulation gaily decorated basket spiral shell
The diapire lower surface that the upper end of bolt 5.1.3 holds out against part 5.1.4 with U-shaped is mutually welded.The column of the holding device 5.1 by two
No. 12 common I-shaped steel sidewalls bought on building materials market are enclosed and are welded.
The connector 5.1.2 of the holding device 5.1 includes upper head plate 5.1.2.1, connecting rod 5.1.2.2 and bottom plate
5.1.2.3, connecting rod 5.1.2.2 is enclosed by No. 8 common on building materials market common I-shaped steel sidewalls and is welded, connecting rod
5.1.2.2 the upper head plate 5.1.2.1 of one piece of level is welded in upper end, and the lower end of connecting rod 5.1.2.2 is welded under one piece of level
End plate 5.1.2.3;Upper head plate 5.1.2.1 and bottom plate 5.1.2.3 are formed by steel plate processing and fabricating.
The U-shaped of the holding device 5.1 holds out against part 5.1.4 by No. 20 bought on building materials market common I-steel processing
It is made.
The anti-fall device 5.2 includes safety rope 5.2.1 and adjusts turnbuckle 5.2.2, and the top of safety rope 5.2.1 hangs
Fix in structural steel beam and with safety rope buckle 5.2.1.1, regulation turnbuckle 5.2.2 is hung over below safety rope 5.2.1
Fix on the hook on top and with safety rope buckle 5.2.1.1.
The construction operation portion 1 includes operation horizontal platen 1.1, job platform support frame 1.2 and guard rail 1.3, makees
Industry landing slab 1.1 is laid in job platform support frame 1.2, and guard rail 1.3 is welded on 1.2 liang of job platform support frame
Side is along upper.
The thickness 18mm of operation horizontal platen 1.1, material is wooden plywood.
As shown in Fig. 1,2,6:
Job platform support frame 1.2 is enclosed by No. 10 common on building materials market common I-steel and is welded.
The long side direction of job platform support frame 1.2 is provided with four length identical longitudinal direction girder steel 1.2.1, along operation
The width of platform framework 1.2 is provided with the horizontal girder steel 1.2.2 of two length identicals.Outside job platform support frame 1.2
The two ends of enclose two longitudinal girder steel 1.2.1 weld successively with the two ends of two peripheral horizontal girder steel 1.2.2 enclose it is rectangular.
The two ends of the two longitudinal girder steel 1.2.1 divided equally in the middle of job platform support frame 1.2 are welded on two horizontal girder steel 1.2.2
On.Two groups of holding devices 5.1 are separately positioned on job platform support frame 1.2 near the two of the end of counterweight rest portion 2
Side, two groups of anti-fall devices 5.2 are separately positioned on job platform support frame 1.2 and encorbelment the both sides of section.
Length identical frame strengthening beam 1.2.3 is laid with along the length direction of job platform support frame 1.2.Framework adds
Gu angle steel of the beam 1.2.3 by specification for L50 × 5 is processed.Every frame strengthening beam 1.2.3 longitudinal girder steel 1.2.1 with per root
Upper surface weld together.
Encorbelment in section along the both sides of two longitudinal girder steel 1.2.1 of the length direction of job platform support frame 1.2 periphery and
Job platform support frame 1.2 encorbelment section front end horizontal girder steel 1.2.2 on also uniform welding be provided with loop bar in length identical
1.4, interior loop bar 1.4 is processed by diameter 40mm, the steel pipe of wall thickness 3mm, per root in the length of loop bar 1.4 be 100mm;Interior loop bar
Set is inserted with guard rail 1.3 on 1.4, and guard rail 1.3 is processed by diameter 48mm, the steel pipe of wall thickness 3mm;Job platform
The encorbelment height of guard rail 1.3 of section of the both sides of support frame frame 1.2 is 1200mm, and job platform support frame 1.2 is encorbelmented section front end
The height of guard rail 1.3 is 1700mm.
The both sides of job platform support frame 1.2 encorbelment section guard rail 1.3 on be uniformly welded with 3 circles along short transverse
Arc ring 1.3.1, job platform support frame 1.2 encorbelment section front end guard rail 1.3 on be uniformly welded with 4 along short transverse
Circular arc ring 1.3.1, each circular arc ring 1.3.1 is formed by the round steel processing and fabricating of diameter 8mm;It is high in every root guard railing 1.3
Steel cable 1.5 is penetrated successively in degree identical circular arc ring 1.3.1 forms horizontal protective barrier.
As shown in Fig. 1,2,7:
Two encorbelmenting for longitudinal girder steel 1.2.1 along the length direction of job platform support frame 1.2 periphery hold upper surface also
It is welded with safe otic placode 1.6.Safe otic placode 1.6 is processed by the thick band irons of 20mm.Safe otic placode 1.6 is provided with circular hole
1.6.1, bolt 1.6.2 has been penetrated in circular hole 1.6.1, suspension ring 1.6.3 has been fixed with bolt 1.6.2, adjusted turnbuckle 5.2.2
The hook of bottom is hung on suspension ring 1.6.3.
Skirting board 1.7 is fixed with along the also colligation of the inner side of guard rail 1.3, skirting board 1.7 is high by 150mm, 18mm thick wood
Matter glued board is made.
As shown in Fig. 1,2,8:
The counterweight rest portion 2 is shelved horizontal support framework 2.1, vertical supporting beam 2.2 and counterweight and shelves flat including counterweight
Platform 2.3, counterweight is shelved platform 2.3 and is laid on counterweight and shelves on horizontal support framework 2.1, and one end of vertical supporting beam 2.2 is vertical
Four corners that the top of horizontal support framework 2.1 is shelved in configuration are welded on, the other end is vertically welded in job platform support frame 2.1
The longitudinal girder steel 1.2.1 lower sections of two of periphery, level is shelved and mass 2.4 is shelved with platform 2.3.
Counterweight shelves the thickness 18mm of platform 2.3, and material is wooden plywood.
Counterweight is shelved horizontal support framework 2.1 and is enclosed and be welded by No. 20 common I-steel bought on building materials market.
The long side direction of horizontal support framework 2.1 is shelved along configuration and be provided with two length identical ground longeron 2.1.1, along job platform
The width of support frame frame 2.1 is provided with two length identical ground crossbeam 2.1.2.The periphery of horizontal support framework 2.1 is shelved in configuration
Two ground longeron 2.1.1 two ends with two crossbeam 2.1.2 two ends weld successively enclose it is rectangular.Match somebody with somebody on rectangle inside edge
Put and shelve the long side direction of horizontal support framework 2.1 with being welded with other one crossbeam 2.1.2, this place crossbeam 2.1.2 puts configuration
Put horizontal support framework 2.1 and be separated into a little rectangle and a big rectangle.Mass 2.4 is located at the top of little rectangle.
As shown in Fig. 1,9:
The vertical supporting beam 2.2 of the front end of counterweight rest portion 2 and longitudinal girder steel 1.2.1 of job platform support frame 1.2 are handed over
The place of connecing lower section is also welded with triangle floor 2.5, and the long edge lengths of floor 2.5 are 800mm, and the bond length of floor 2.5 is
500mm, the long side of floor 2.5 is mutually welded with longitudinal girder steel 1.2.1 lower surfaces of job platform support frame 1.2, floor 2.5
Minor face is mutually welded with the outer surface of vertical supporting beam 2.2 of the front end of counterweight rest portion 2.
As shown in Fig. 1,2,8,10,11:
Mobile device 3 includes mobile device connector 3.1 and assembly pulley 3.2, and the top of mobile device connector 3.1 adopts
Connector fixing bolt 3.1.1 and connector hold-doun nut 3.1.2 are symmetrically fixed on the ground longeron 2.1.1 of counterweight rest portion 2,
The bottom of mobile device connector 3.1 is fixed with assembly pulley 3.2.Mobile device 3 amounts to three groups, the ground longeron of counterweight rest portion 2
2.1.1 position is respectively provided with one group before and after, and another group is arranged on the ground longeron 2.1.1 in counterweight rest portion 2 on the left of ground crossbeam 2.1.2
On.
As shown in Figure 1:
Including ladder stand 4.1 and climbing ladder rail 4.2, the upper end of ladder stand 4.1 is welded on applies the climbing device 4 of ascending a height
The horizontal girder steel 1.2.2 outer surfaces of the tail end of work homework department 1, the lower end of ladder stand 4.1 is shelved on the ground;Climbing ladder rail
4.2 one end are welded on ladder stand 4.1, climb the horizontal girder steel that the other end of ladder rail 4.2 is welded on the tail end of construction operation portion 1
1.2.2 upper surface.
As shown in Fig. 1,2,12:
The use process of steel structural roof cantilever part decorative operation operating platform of the present invention is:
1st, in the structural elements of good this operating platform of the over-assemble of Rotating fields flooring 7 of encorbelmenting, and each part welding quality is guaranteed
And bolt fastening is firm at bolt;
2nd, operation horizontal platen 1.1 is laid in job platform support frame 1.2, it is solid along the inner side colligation of guard rail 1.3
Skirting board 1.7 is set, in the height identical circular arc ring 1.3.1 of every root guard railing 1.3 shape of steel cable 1.5 is penetrated successively
Into horizontal protective barrier;
3rd, mass 2.4 is shelved in counterweight rest portion 2, the weight of mass 2.4 is calculated as follows:
The component weight of the gross weight of the weight of mass=operating platform cantilever part × 1.5- operating platform support zones
Amount;
The construction weight of the gross weight of operating platform cantilever part=operating platform cantilever part+operating personnel's body weight+operation
The structural member of instrument weight+operate with;
The 4th, this operating platform is moved to the steel structural roof lower section of the window dressing operation operation that needs to carry out encorbelmenting, and in counterweight
Using 200*200 wooden units or 200 I-steel are double is welded into cushion block on the flooring of the lower section of vertical supporting beam 2.2 of the front end of rest portion 2
Pad, prevent assembly pulley 3.2 from sliding;
5th, arranging the personnel for wearing safety belt to climb up this operating platform carries out checking debugging and test operation, and top is adjusted first
The tubular regulation flower basket bolt 5.1.3 of tight device 5.1, holds out against U-shaped part 5.1.4 and holds out against below the girder steel of steel structural roof 8,
Again the safety belt by with hang over fabric structure can hanging position, forbid for safety belt to hang over this operating platform guard rail
On 1.3 steel wire rope 1.5;
6th, the structural steel beam of steel structural roof will be hung over above the safety rope 5.2.1 of this operating platform anti-fall device 5.2
Fixed above and with safety rope buckle 5.2.1.1, the hook for adjusting turnbuckle 5.2.2 tops is hung over below safety rope 5.2.1
Fixed above and with safety rope buckle 5.2.1.1;
7th, the decoration construction of operating personnel's steel structural roof cantilever part on the operational platform above complete cost platform is made
Industry, on the operation horizontal platen 1.1 below steel structural roof cantilever part stacked items are forbidden;
8th, the safety rope 5.2.1 being suspended in the structural steel beam of steel structural roof is untied fixation by operating personnel, will be hung over
Fabric structure can the safety belt of hanging position untie;Go further at holding device 5.1 and adjust tubular regulation flower basket bolt
5.1.3, the U-shaped tightly below the girder steel of steel structural roof 8 is held out against into part 5.1.4 to unclamp;
9th, operating personnel goes down this operating platform, by building of the pad below the vertical supporting beam 2.2 of the front end of counterweight rest portion 2
Cushion block on face takes away;
10th, the debris on track route before the movement of this operating platform are cleared up;
11st, mobile this operating platform to next place needs to carry out the steel structural roof cantilever part of decoration construction operation;
12nd, repeat step 4~11, until the decorative operation of whole steel structural roof cantilever part is fully completed.
Those of ordinary skill in the art it should be appreciated that the embodiment of the above be intended merely to explanation the present invention,
And be not used as limitation of the invention, as long as in the spirit of the present invention, the change to embodiment described above
Change, modification all will fall in scope of the presently claimed invention.