CN110173102A - The more work surface synchronous construction foot hand systems of super high-rise building and construction method - Google Patents
The more work surface synchronous construction foot hand systems of super high-rise building and construction method Download PDFInfo
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- CN110173102A CN110173102A CN201910382136.6A CN201910382136A CN110173102A CN 110173102 A CN110173102 A CN 110173102A CN 201910382136 A CN201910382136 A CN 201910382136A CN 110173102 A CN110173102 A CN 110173102A
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- 238000010276 construction Methods 0.000 title claims abstract description 156
- 230000001360 synchronised effect Effects 0.000 title claims abstract description 33
- 238000000034 method Methods 0.000 claims abstract description 13
- 239000004922 lacquer Substances 0.000 claims abstract description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 38
- 238000009434 installation Methods 0.000 claims description 17
- 238000013461 design Methods 0.000 claims description 11
- 230000033001 locomotion Effects 0.000 claims description 7
- 230000000903 blocking effect Effects 0.000 claims description 6
- 238000005034 decoration Methods 0.000 claims description 6
- 238000009413 insulation Methods 0.000 claims description 6
- 239000011468 face brick Substances 0.000 claims description 4
- 239000004411 aluminium Substances 0.000 claims description 3
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 3
- 229910052782 aluminium Inorganic materials 0.000 claims description 3
- 238000012544 monitoring process Methods 0.000 claims description 3
- 239000002674 ointment Substances 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 238000007599 discharging Methods 0.000 claims 1
- 239000007787 solid Substances 0.000 claims 1
- 230000009545 invasion Effects 0.000 abstract description 7
- 230000008569 process Effects 0.000 abstract description 4
- 239000011449 brick Substances 0.000 abstract description 3
- 238000009415 formwork Methods 0.000 abstract description 2
- 230000007306 turnover Effects 0.000 description 10
- 230000009194 climbing Effects 0.000 description 8
- 239000000463 material Substances 0.000 description 7
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 238000012423 maintenance Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 150000001875 compounds Chemical class 0.000 description 2
- 230000007423 decrease Effects 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 239000011505 plaster Substances 0.000 description 2
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
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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
- E04G5/00—Component parts or accessories for scaffolds
-
- 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
- E04G5/001—Safety or protective measures against falling down relating to scaffoldings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G2003/286—Mobile scaffolds; Scaffolds with mobile platforms mobile vertically
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Types And Forms Of Lifts (AREA)
Abstract
A kind of more work surface synchronous construction foot hand systems of super high-rise building of the invention and construction method, are related to formwork system technical field, and single for solving traditional construction foot hand system work surface, total construction time is long, the higher problem of construction cost., by two sets of lifted scaffolds above and below setting, frame body height and promotion number of floor levels are different for it, and the main function of top lifted scaffold is to carry out major structure of construction construction, edge list masonry and external wall plastering etc. to construct；The main function of lower lift formula scaffold is carried out for the alien invasions ornamental work such as lacquer in a small amount of plastering of exterior wall completion, surface brick adherence, shutter；Therebetween it is spaced certain floor, thus Optimizing construction process, so that each working procedure cross construction, substantially reduces total construction time, improves construction efficiency.
Description
Technical field
The present invention relates to formwork system technical field, in particular to a kind of more work surface synchronous construction foot hands of super high-rise building
System and construction method.
Background technique
Currently, well known skyscraper external scaffolding is generally using traditional console mode+overhanging scaffold or a promotion
Formula scaffold, work surface is single, and no fado work surface is constructed simultaneously.Cause so not only total construction time it is long, and need to put into big
The human and material resources of amount, construction cost are higher.
Therefore, how a kind of more work surface synchronous construction foot hand systems of super high-rise building and construction method are provided, is ability
The technical issues of field technique personnel's urgent need to resolve.
Summary of the invention
In order to overcome traditional construction foot hand system work surface single, total construction time is long, the higher problem of construction cost, this
Invention is designed to provide a kind of more work surface synchronous construction foot hand systems of super high-rise building and construction method, by using two
Portion's lifted scaffold, Optimizing construction process, the setting floor system that intercepts water guarantee more work surface synchronous constructions, are greatly saving
Maltilevel security isolated system is constructed while manpower and material resources to guarantee the safety of itself.
The technical solution adopted by the present invention to solve the technical problems is:
A kind of more work surface synchronous construction foot hand systems of super high-rise building, the foot hand system include two sets of hoisting type foot hands
Frame, respectively top lifted scaffold and lower lift formula scaffold, the lifted scaffold include guide rail main frame, water
Flat scaffold, attachment supporting arrangement and lifting means, the top lifted scaffold, which is also matched, to be arranged with floor and intercepts water knot
Structure；
The guide rail main frame includes guide rail and vertical main framework interconnected, the vertical main framework be preceding upright bar,
The frame structure that upright bar, horizon bar and brace are formed afterwards；
The horizontal supporting frame is assembled by the standard knot and connecting rod of steel-pipe welding, and horizontal supporting frame passes through bolt
It is mounted on the bottom of scaffold frame body；
The attachment supporting arrangement includes fixed guide seat and balancing point type fall-preventing safety interconnected, and the fixation is led
It is fixed to seat by through-wall bolt and major structure of construction；
The lifting means includes the electric block and suspender member being equipped with, and the lifting means passes through suspender member and builds
Build main structure connection.
Compared with prior art, the present invention is beneficial has the technical effect that
One, the more work surface synchronous construction foot hand systems of super high-rise building of the invention, by the way that top hoisting type foot hand is arranged
Frame and lower lift formula scaffold, the frame body height of two sets of lifted scaffolds is different with number of floor levels is promoted, top hoisting type foot
The main function of hand cradle is to carry out the constructions such as major structure of construction construction, edge list masonry and external wall plastering, the interspersed door in centre
Window and railing construction, the vivid progress after climbing are that major structure of construction interior wall essence masonry is completed, interior wall thin-coat plaster is completed, exterior wall
The float work of masonry, exterior wall large area in upper edge list and lines；The main function of lower lift formula scaffold is to carry out
Vivid progress for alien invasions ornamental works such as lacquers in a small amount of plastering of exterior wall completion, surface brick adherence, shutter, after climbing
For alien invasion molding (removing construction elevator, tower crane attached wall position), it is spaced certain floor therebetween, thus Optimizing construction process,
So that each working procedure cross construction, substantially reduces total construction time, improves construction efficiency.
Two, the construction method of the more work surface synchronous construction foot hand systems of super high-rise building of the invention, top hoisting type foot
Hand cradle, which is also matched, to be arranged with floor and intercepts water structure, guarantees more work surface synchronous constructions, structure while greatly using manpower and material resources sparingly
Maltilevel security isolated system is built to guarantee the safety of foot hand system itself.
Further, the fixed guide seat includes the orienting roll wheel seat of several adjustable movements, each orienting roll
There are four guide roller, two upright bars of guide rail to be inserted in orienting roll wheel seat for wheel seat, and four guide rollers constrain guide rail upright bar,
It is formed and rolls sliding sleeve connection.Fixed guide seat can be in the WidFin of preformed hole vertical plane, to adapt to preformed hole vertical line direction
Error, the adjustable distance in the front-back direction with major structure of construction surface of orienting roll wheel seat.The effect of fixed guide seat is constraint
The movement of the horizontal portraitlandscape of guide rail main frame；The load that the transmitting of guide rail main frame comes is born, and transfers the load to building master
Body structure is the anti-dumping for adhering to supporting arrangement, load component.
Further, the balancing point type fall-preventing safety includes balancing point axis and balancing point, and the balancing point is by balancing point axis and admittedly
The axle bed being scheduled on orienting roll wheel seat is connected, and the both ends of balancing point spring are connected on balancing point and axle bed, and guide rail can led
It is slided up and down in way roller seat.Present apparatus structure is simple, ingenious, is not required to manual operation, at any time can be with macroscopic examination, maintenance side
Just, when occurring such as the problems such as balancing point swings not flexible or spring failure, the present apparatus does not lose function of safety protection, safe and reliable
Property it is good, be adhere to supporting arrangement anti-fall component.
Further, it in order to guarantee more work surface synchronous constructions, needs to carry out floor and intercepts water, it is contemplated that water energy is trickled down
Hole and few, the floor main positions that intercept water include: elevator, staircase pump line hole, interim feed pipe box out, big interspersed to apply
Various piping shafts, flue on work floor are all closed with top lifted scaffold substantially；The floor intercepts water structure
Including get water bucket and water blocking sill.Wherein, get water bucket is mainly set in elevator, is connect by installing pvc pipe in get water bucket lower part
Enter in vertical tube, floor ponding is introduced into gutter；Water blocking sill be mainly set to staircase pump line hole, interim feed pipe hole,
At staircase door opening and elevator door opening, floor ponding row sinuous flow is prevented.
Further, it is bolted in order to facilitate the installation of with disassembly, the get water bucket with elevator inner wall.Elevator water receiving
Bucket is made into a monolith, with a thickness of 1mm, can disposably move, and material is galvanized iron sheet, is moved easily.
The present invention also provides the construction method of the more work surface synchronous construction foot hand systems of aforementioned super high-rise building, the constructions
Method includes:
S1: installation lifted scaffold is spare；
S2: it is used to install wearing for suspender member and fixed guide seat in the pre-buried embedded part of design position when major structure of construction is constructed
Wall screw hole after installing suspender member and fixed guide seat, lifts top lifted scaffold, and pass through according to project progress
Suspender member and fixed guide seat are fixed on the outside of major structure of construction；
S3: hydropower installation is carried out on the major structure of construction below the top lifted scaffold and main structure is tested
Receive construction；
S4: step S2, lifting and fixed lower lift formula scaffold are referred to, wherein between the lifted scaffold of upper and lower part
Floor between at a distance of three layers to four layers.
Further, the step S1 includes:
Horizontal supporting frame is assembled, hoisting guiding rail main frame simultaneously corrects verticality, respectively by the bottom of guide rail main frame, outer
Side, inboard are connect with the corresponding position of horizontal supporting frame；
After guide rail main frame is fixed fixed guide cover for seat is moved to the position that will be installed on guide rail, is fixed temporarily,
And the verticality of the aspect of corrective rail main frame two, interim drawknot is installed, and with the construction of main structure engineering into
Degree is installed remaining fixed guide seat and remaining frame body and is used for main building engineering construction；Lifting means is installed and is set up and is unloaded
Expect platform.As the construction frame body of main body is set up upwards, fixed guide seat is installed upwards one by one, until frame body assembling finishes.Frame
Body is set up the rising with main body and is risen, and is always ensured that more than one step frame of operation layer.Turnover panel, turnover panel is arranged in frame body bottom inside
It should effectively be connect with frame body, guarantee the leakproofness under lifting and applying working condition, to prevent material from falling.Frame body bottom completely spreads foot
Palm nails on woodwork plate and carries out secondary seal.Bottom turnover panel is welded into the outline border of 1.5m*1m using L40 angle bar, welds 2mm above
Thick checkered steel plate, turnover panel and frame body bottom scaffold board hinge are hinged, and with wire rope inclined drawknot.
Further, the top lifted scaffold is N layers, and wherein n-th layer is major structure of construction construction layer, N-
1 layer is that demoulding turns over, floor is cleared up, the construction layer of closure screw hole；N-2 layers are snap the line, bar planting, Pipe installing and anti-bank
The construction layer poured；N-3 layers built for decoration of exterior wall column, the construction layer that indoor masonry is built；N-4 layers are building body knot
The construction layer of structure external wall plastering, masonry stuff up a crack and the installation of aluminium door window frame.The lower lift formula scaffold is M layers, wherein M
Layer is the plastering of major structure of construction decoration of exterior wall column, local construction of exterior insulation system layer, and M-1 layers are to play ash cake bracing wire, facing tile
The construction layer of stickup and deformation joint cover plate；M-2 layers for putty at major structure of construction exterior-wall heat insulation and are polished, install cooperation
The monitoring of each pipeline and construction layer at hand；M-3 layers are lacquer, face brick jointing, shutter is installed, door and window ointment blocks
Construction layer.
In practice of construction, the design number of plies of upper and lower part lifted scaffold and lower part layers more most than the practice of construction number of plies.
That is, the number of plies that can be constructed is five layers when the design number of plies of the top lifted scaffold of design is five and half, it should
Five layers of independently work compound, realize more work surface synchronous constructions, greatly improve construction efficiency.Similarly, lower lift formula
When the number of plies of scaffold design is four and half, the number of plies that can be constructed is four layers.In view of upper and lower part lifted scaffold is constructed
The contents of a project of operation are different, it is necessary to the examination for the major structure of construction constructed to top lifted scaffold and maintenance work
After the completion, therefore the alien invasion ornamental work that can just carry out corresponding floor needs to keep between the lifted scaffold of upper and lower part
Certain spacing, moreover, the climbing speed of upper and lower part lifted scaffold and the number of plies of climbing also are different.
Detailed description of the invention
Fig. 1 is the scheme of installation of the more work surface synchronous construction foot hand systems of one embodiment of the invention super high-rise building；
Fig. 2 is escalator and staircase in the more work surface synchronous construction foot hand systems of one embodiment of the invention super high-rise building
Intercept water floor map；
Fig. 3 is escalator and staircase in the more work surface synchronous construction foot hand systems of one embodiment of the invention super high-rise building
Intercept water elevational schematic view；
Fig. 4 is that the installation of get water bucket in the more work surface synchronous construction foot hand systems of one embodiment of the invention super high-rise building is shown
It is intended to；
Fig. 5 is the schematic diagram of the more work surface synchronous construction foot hand system turnover panels of one embodiment of the invention super high-rise building.Figure
In:
The top 1- lifted scaffold；2- lower lift formula scaffold；4- get water bucket；5- water blocking sill；6- turnover panel；7- frame body
Bottom scaffold board；8- wirerope；9- feed pipe box out；10- pump line hole；11- vertical tube.
Specific embodiment
Below in conjunction with the drawings and specific embodiments to a kind of more work surface synchronous constructions of super high-rise building proposed by the present invention
Foot hand system and construction method are described in further detail.According to following explanation, advantages and features of the invention will be become apparent from.
Below will be by cited embodiment combination attached drawing, the technology contents and feature that the present invention will be described in detail.Need in addition it illustrate,
Attached drawing is all made of very simplified form and using non-accurate ratio, only to convenient, lucidly aid illustration is of the invention
The purpose of embodiment.For sake of convenience, "upper" described below, "lower" are consistent with the upper and lower direction of attached drawing, but this cannot
Limitation as technical solution of the present invention.
Embodiment one
Illustrate the structure composition of the more work surface synchronous construction foot hand systems of super high-rise building of the invention in conjunction with Fig. 1 to Fig. 5.
Fig. 1 to Fig. 5, a kind of more work surface synchronous construction foot hand systems of super high-rise building are please referred to, which includes
Two sets of lifted scaffolds, respectively top lifted scaffold 1 and lower lift formula scaffold 2, lifted scaffold include
Guide rail main frame, horizontal supporting frame, attachment supporting arrangement and lifting means, top lifted scaffold 1, which is also matched, to be arranged with
Floor intercepts water structure；Guide rail main frame includes guide rail and vertical main framework interconnected, and vertical main framework is preceding upright bar, stands afterwards
The frame structure that bar, horizon bar and brace are formed；Horizontal supporting frame is assembled by the standard knot and connecting rod of steel-pipe welding,
Horizontal supporting frame is mounted on the bottom of scaffold frame body by bolt；Adhering to supporting arrangement includes fixed guide interconnected
Seat and balancing point type fall-preventing safety, fixed guide seat are fixed by through-wall bolt and major structure of construction；Lifting means includes matching
The electric block and suspender member of setting are closed, lifting means is connect by suspender member with major structure of construction.
Specifically, the more work surface synchronous construction foot hand systems of super high-rise building of the invention are promoted by setting top
Formula scaffold 1 and lower lift formula scaffold 2, the frame body height of two sets of lifted scaffolds is different with number of floor levels is promoted, top
The main function of lifted scaffold is to carry out the constructions such as major structure of construction construction, edge list masonry and external wall plastering, in
Between intert door and window and railing construction, vivid progress after climbing be major structure of construction interior wall essence masonry complete, interior wall thin-coat plaster
It completes, the float work of the masonry on exterior wall in edge list and lines, exterior wall large area；Lower lift formula scaffold 2 it is main
Effect is carried out for the alien invasions ornamental work such as lacquer in a small amount of plastering of exterior wall completion, surface brick adherence, shutter, after climbing
Vivid progress be alien invasion molding (remove construction elevator, tower crane attached wall position), certain floor is spaced therebetween, to optimize
Construction process, so that each working procedure cross construction, substantially reduces total construction time, improve construction efficiency.
In the present embodiment, it is highly preferred that fixed guide seat includes the orienting roll wheel seat of several adjustable movements, Mei Gesuo
Orienting roll wheel seat is stated there are four guide roller, two upright bars of guide rail are inserted in orienting roll wheel seat, and four guide rollers constrain
Guide rail upright bar forms and rolls sliding sleeve connection.Fixed guide seat can be hung down in the WidFin of preformed hole vertical plane with adapting to preformed hole
The error in line direction, the adjustable distance in the front-back direction with major structure of construction surface of orienting roll wheel seat.The work of fixed guide seat
With the movement for being the constraint horizontal portraitlandscape of guide rail main frame；The load that the transmitting of guide rail main frame comes is born, and load is transmitted
It is the anti-dumping for adhering to supporting arrangement, load component to major structure of construction.
In the present embodiment, it is highly preferred that balancing point type fall-preventing safety includes balancing point axis and balancing point, balancing point passes through balancing point axis
It is connected with the axle bed being fixed on orienting roll wheel seat, the both ends of balancing point spring are connected on balancing point and axle bed, and guide rail can
It is slided up and down in orienting roll wheel seat.When guide holder is fixed, guide rail is under the constraint of guide holder and when downward microinching, movement
In guide rail connecting rod enter in guide holder and contacted with the bottom of balancing point pushing after, balancing point occur rotationally clockwise, when
After connecting rod moves downward the bottom for crossing balancing point, balancing point generates under the elastic force effect of reset spring and rotates counterclockwise moment bullet
Position is replied, balancing point is restored to original original state before swinging, completes primary swing.And then another connecting rod enters again
In guide holder, above procedure is repeated, connecting rod will be passed downwardly through constantly in guide holder at a slow speed, repeat above procedure, multiple connections
Bar will smoothly decline, and guide rail is made to pass through guide holder.It is different from descending at slow speed when guide rail sharp downward movement or when falling
When being descending at slow speed after balancing point, which is completed once to swing up and down, to be returned to original state, and then another connecting rod just enters again
In the range of balancing point is swung, and when guide rail rapid decrease or when falling, balancing point, which does not complete also once to swing, restores initial shape
Before state, another connecting rod has entered in the range of balancing point swing at this time, makes balancing point that can not rebound, the upper end of balancing point is in connecting rod
After rotating clockwise certain angle under pushing, it will finally stop connecting rod and pass downwardly through, i.e., guide rail is stuck, and plays under preventing
Rail guide piece is lifted up about 5cm height, balancing point will spring back into original state, at this time entirely after troubleshooting by the purpose of pendant
Device is restored to normal operating conditions again.Present apparatus structure is simple, ingenious, is not required to manual operation, can be tieed up at any time with macroscopic examination
It repairs conveniently, when occurring such as the problems such as balancing point swings not flexible or spring failure, the present apparatus does not lose function of safety protection, safety
Good reliability is the anti-fall component for adhering to supporting arrangement.
In the present embodiment, it is highly preferred that in order to guarantee more work surface synchronous constructions, needs to carry out floor and intercepts water, consider
The hole trickled down to water energy is simultaneously few, floor intercept water main positions include: elevator, staircase pump line hole 10, temporarily to
Water pipe box out 9, the big various piping shafts interted on construction floor, flue are all sealed with top lifted scaffold 1 substantially
It closes；The floor structure that intercepts water includes get water bucket 4 and water blocking sill 5.Wherein, get water bucket 4 is mainly set in elevator, by water receiving
It struggles against in 4 lower parts installation pvc pipe access vertical tube 11, floor ponding is introduced into gutter；Water blocking sill 5 are mainly set to staircase pump
At pipe hole 10, interim feed pipe hole 9, staircase door opening and elevator door opening, floor ponding row sinuous flow is prevented.
In the present embodiment, it is highly preferred that being bolted in order to facilitate the installation of with disassembly, get water bucket 4 with elevator inner wall.
Elevator get water bucket 4 is made into a monolith, with a thickness of 1mm, can disposably move, and material is galvanized iron sheet, is moved easily.
Please continue to refer to Fig. 1 to Fig. 5, the present invention also provides the more work surface synchronous construction foot hand bodies of aforementioned super high-rise building
The construction method of system, the construction method include:
Step S1: installation lifted scaffold is spare；
Step S2: in the pre-buried embedded part of design position for installing suspender member and fixed guide seat when major structure of construction is constructed
Through-wall bolt hole, according to project progress, after installing suspender member and fixed guide seat, lift top lifted scaffold, and
It is fixed on the outside of major structure of construction by suspender member and fixed guide seat；
Step S3: hydropower installation and main structure are carried out on the major structure of construction below top lifted scaffold 1
Check and accept construction；
Step S4: step S2, lifting and fixed lower lift formula scaffold 2 are referred to, wherein upper and lower part hoisting type foot hand
At a distance of three layers to four layers between floor between frame.
In the present embodiment, it is highly preferred that step S1 includes:
Horizontal supporting frame is assembled, hoisting guiding rail main frame simultaneously corrects verticality, respectively by the bottom of guide rail main frame, outer
Side, inboard are connect with the corresponding position of horizontal supporting frame；
After guide rail main frame is fixed fixed guide cover for seat is moved to the position that will be installed on guide rail, is fixed temporarily,
And the verticality of the aspect of corrective rail main frame two, interim drawknot is installed, and with the construction of main structure engineering into
Degree is installed remaining fixed guide seat and remaining frame body and is used for main building engineering construction；Lifting means is installed and is set up and is unloaded
Expect platform.As the construction frame body of main body is set up upwards, fixed guide seat is installed upwards one by one, until frame body assembling finishes.Frame
Body is set up the rising with main body and is risen, and is always ensured that more than one step frame of operation layer.Turnover panel, turnover panel is arranged in frame body bottom inside
It should effectively be connect with frame body, guarantee the leakproofness under lifting and applying working condition, to prevent material from falling.Frame body bottom completely spreads foot
Palm nails on woodwork plate and carries out secondary seal.Bottom turnover panel is welded into the outline border of 1.5m*1m using L40 angle bar, welds 2mm above
Thick checkered steel plate, turnover panel and frame body bottom scaffold board hinge are hinged, and with wire rope inclined drawknot.
In the present embodiment, it is highly preferred that top lifted scaffold 1 is N layers, wherein n-th layer is major structure of construction
Construction layer, N-1 layers are that demoulding turns over, floor is cleared up, the construction layer of closure screw hole；N-2 layers are snap the line, bar planting, pipeline
The construction layer that installation and anti-bank pour；N-3 layers built for decoration of exterior wall column, the construction layer that indoor masonry is built；N-4 layers
For the construction layer of major structure of construction external wall plastering, masonry stuff up a crack and aluminium door window frame installation.Lower lift formula scaffold 2 is M
Layer, wherein M layers are the plastering of major structure of construction decoration of exterior wall column, local construction of exterior insulation system layer, M-1 layers are to play ash cake drawing
Line, facing tile are pasted and the construction layer of deformation joint cover plate；M-2 layers for putty at major structure of construction exterior-wall heat insulation and are beaten
The monitoring and construction layer at hand that mill, installation cooperate each pipeline；M-3 layers are lacquer, face brick jointing, shutter installation, door
The construction layer that window ointment blocks.In the present embodiment, M, N respectively represent top lifted scaffold 1 and lower lift formula foot hand
The difference of frame 2 can construct the number of plies simultaneously.
In practice of construction, the design number of plies of upper and lower part lifted scaffold and lower part layers more most than the practice of construction number of plies.
That is, the number of plies that can be constructed is five layers when the design number of plies of the top lifted scaffold of design is five and half, it should
Five layers of independently work compound, realize more work surface synchronous constructions, greatly improve construction efficiency.Similarly, lower lift formula
When the number of plies of scaffold design is four and half, the number of plies that can be constructed is four layers.In view of upper and lower part lifted scaffold is constructed
The contents of a project of operation are different, it is necessary to the examination for the major structure of construction constructed to top lifted scaffold and maintenance work
After the completion, therefore the alien invasion ornamental work that can just carry out corresponding floor needs to keep between the lifted scaffold of upper and lower part
Certain spacing, moreover, the climbing speed of upper and lower part lifted scaffold and the number of plies of climbing also are different.
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 the protection of claims
Range.
Claims (10)
1. a kind of more work surface synchronous construction foot hand systems of super high-rise building, which is characterized in that the foot hand system includes two sets
Lifted scaffold, respectively top lifted scaffold and lower lift formula scaffold, the lifted scaffold include leading
Rail main frame, horizontal supporting frame, attachment supporting arrangement and lifting means, the top lifted scaffold, which is also matched, to be arranged with
Floor intercepts water structure；
The guide rail main frame includes guide rail and vertical main framework interconnected, and the vertical main framework is preceding upright bar, stands afterwards
The frame structure that bar, horizon bar and brace are formed；
The horizontal supporting frame is assembled by the standard knot and connecting rod of steel-pipe welding, and horizontal supporting frame is installed by bolt
In the bottom of scaffold frame body；
The attachment supporting arrangement includes fixed guide seat and balancing point type fall-preventing safety interconnected, the fixed guide seat
It is fixed by through-wall bolt and major structure of construction；
The lifting means includes the electric block and suspender member being equipped with, and the lifting means is led by suspender member and building
The connection of body structure.
2. the more work surface synchronous construction foot hand systems of super high-rise building according to claim 1, which is characterized in that described solid
Determine the orienting roll wheel seat that guide holder includes several adjustable movements, there are four guide roller, guide rails for each orienting roll wheel seat
Two upright bars be inserted in orienting roll wheel seat, four guide rollers constrain guide rail upright bar, are formed and roll sliding sleeve connection.
3. the more work surface synchronous construction foot hand systems of super high-rise building according to claim 1, which is characterized in that the pendulum
Pin type anti-falling safety device includes balancing point axis and balancing point, and the balancing point passes through balancing point axis and the axle bed phase that is fixed on orienting roll wheel seat
Connection, the both ends of balancing point spring are connected on balancing point and axle bed, and guide rail can slide up and down in orienting roll wheel seat.
4. the more work surface synchronous construction foot hand systems of super high-rise building according to claim 1, which is characterized in that the building
The layer structure that intercepts water includes get water bucket and water blocking sill.
5. the more work surface synchronous construction foot hand systems of super high-rise building according to claim 4, which is characterized in that described to connect
Bucket is bolted with elevator inner wall.
6. the more work surface synchronous construction foot hand systems of super high-rise building according to claim 4, which is characterized in that the gear
Water sill are respectively arranged at staircase pump line hole, feed pipe hole hole and staircase door opening, at elevator door opening.
7. a kind of more work surface synchronous construction foot hand systems of super high-rise building according to any one of claims 1 to 6 are applied
Work method characterized by comprising
S1: installation lifted scaffold is spare；
S2: it is used to install the spiral shell through walls of suspender member and fixed guide seat when major structure of construction is constructed in the pre-buried embedded part of design position
Keyhole after installing suspender member and fixed guide seat, lifts top lifted scaffold, and pass through hanging according to project progress
Part and fixed guide seat are fixed on the outside of major structure of construction；
S3: carrying out hydropower installation on the major structure of construction below the top lifted scaffold and main structure examination is applied
Work；
S4: step S2, lifting and fixed lower lift formula scaffold are referred to, wherein the building between the lifted scaffold of upper and lower part
At a distance of three layers to four layers between layer.
8. construction method according to claim 7, which is characterized in that the step S1 includes:
Assemble horizontal supporting frame, hoisting guiding rail main frame simultaneously corrects verticality, respectively by the bottom of guide rail main frame, outside,
Inboard is connect with the corresponding position of horizontal supporting frame；
After guide rail main frame is fixed fixed guide cover for seat is moved to the position that will be installed on guide rail, is fixed temporarily, and school
The verticality of two aspects of positive guide rail main frame installs interim drawknot, and with the construction speed of main structure engineering, peace
Remaining fixed guide seat and remaining frame body is filled to use for main building engineering construction；Lifting means is installed and sets up discharging and is put down
Platform.
9. construction method according to claim 7, which is characterized in that the top lifted scaffold is N layers, wherein the
N layers are major structure of construction construction layer, and N-1 layers are that demoulding turns over, floor is cleared up, the construction layer of closure screw hole；N-2 layers
The construction layer poured for snap the line, bar planting, Pipe installing and anti-bank；N-3 layers are decoration of exterior wall column masonry, indoor masonry is built
Construction layer；N-4 layers for major structure of construction external wall plastering, masonry stuff up a crack and aluminium door window frame installation construction layer.
10. construction method according to claim 7, which is characterized in that the lower lift formula scaffold is M layers, wherein
M layers are the plastering of major structure of construction decoration of exterior wall column, local construction of exterior insulation system layer, and M-1 layers are to play ash cake bracing wire, wall face
Brick is pasted and the construction layer of deformation joint cover plate；M-2 layers for putty at major structure of construction exterior-wall heat insulation and are polished, install and match
The monitoring for closing each pipeline and construction layer at hand；M-3 layers are lacquer, face brick jointing, shutter is installed, door and window ointment blocks
Construction layer.
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