CN110528849A - A kind of aerial operation Platforms Construct Method of Super - Google Patents
A kind of aerial operation Platforms Construct Method of Super Download PDFInfo
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- CN110528849A CN110528849A CN201910836888.5A CN201910836888A CN110528849A CN 110528849 A CN110528849 A CN 110528849A CN 201910836888 A CN201910836888 A CN 201910836888A CN 110528849 A CN110528849 A CN 110528849A
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- China
- Prior art keywords
- wirerope
- operating platform
- aerial operation
- super
- operation platforms
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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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/20—Scaffolds essentially supported by building constructions, e.g. adjustable in height supported by walls
-
- 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
- E04G3/24—Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons
-
- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
- E04G5/045—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on profiles, e.g. I or H profiles
-
- 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
- E04G5/046—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
-
- 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
- E04G5/08—Scaffold boards or planks
-
- 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
- E04G5/14—Railings
Abstract
The present invention relates to technical field of building construction, disclose a kind of aerial operation Platforms Construct Method of Super.The aerial operation Platforms Construct Method of Super includes: the predetermined load according to operating platform, chooses the selection specification for obtaining the first wirerope and is laid with spacing；First wirerope is fixedly connected on the concrete structure of hollow courtyard two sides；It is laid with the wooden springboard on the first wirerope after the completion of fixation and forms the first operating platform；The second operating platform is set up above the first operating platform；Edge protection is carried out to the surrounding facade of the second operating platform.The present invention does not both need to set up scaffold from bottom, it does not need to reserve the complicated procedures of forming such as frame body or reserved track during main structure construction again, avoid the security risk generated by scaffold unstability, both cost has been saved, safety coefficient is improved, and convenient quick, and after the completion of lighting ceiling construction, operating platform can rapidly be completed and remove work, it is convenient that the aerial operation platform set up consolidates.
Description
Technical field
The present invention relates to technical field of building construction more particularly to a kind of aerial operation Platforms Construct Method of Super.
Background technique
In the building such as high-rise or Super high-rise dwelling house, office building and commercial building, for overall beautiful and realization middle part daylighting effect
Fruit etc. usually will be designed to hollow courtyard in the middle part of building, and in the top design of hollow courtyard by lightgage steel joist and safety
The lighting ceiling of glass composition, to obtain better daylighting effect.
In the prior art, the construction method for the lighting ceiling at the top of the hollow courtyard of building mainly includes following two
Kind: scaffold is set up in the bottom of hollow courtyard, sets up the operating surface of lighting ceiling construction always, but due to scaffold building
Height is unsuitable excessively high, and danger coefficient is big, and this method is not suitable for the construction of Super High ceiling；It is reserved in the main structure of building
After operating platform has been set up in bottom, the operating surface of lighting ceiling construction, but the construction are promoted to track by track for operating platform
Technique be not suitable for main structure complexity can not reserved track building structure, while the problem high there is also danger coefficient.
Summary of the invention
Based on problem above, the purpose of the present invention is to provide a kind of aerial operation Platforms Construct Method of Super, securely and reliably, danger
Dangerous coefficient is low, applied widely.
In order to achieve the above object, the invention adopts the following technical scheme:
A kind of aerial operation Platforms Construct Method of Super, comprising:
S1, according to the predetermined load of the operating platform, choose the selection specification for obtaining the first wirerope and be laid with spacing；
S2, first wirerope is fixedly connected on the concrete structure of hollow courtyard two sides；
It is laid with the wooden springboard on S3, first wirerope after the completion of fixation and forms the first operating platform；
S4, according to step S2 and step S3, set up the second operating platform above first operating platform；
S5, edge protection is carried out to the surrounding facade of second operating platform.
As the preferred embodiment of aerial operation Platforms Construct Method of Super of the invention, in step sl, the predetermined load packet
Include the construction loads of construction personnel's load and lightgage steel joist and safety glass.
As the preferred embodiment of aerial operation Platforms Construct Method of Super of the invention, in step s 2, when the hollow courtyard
Two sides be the first concrete column when, after determining fixed height, by the second wirerope around one Zhou Bingtong of the first concrete column
It crosses buckle to fix, in the bottom of second wirerope by the first default spacing implantation reinforcing bar to prevent second wirerope sliding
It falls.
As the preferred embodiment of aerial operation Platforms Construct Method of Super of the invention, in first concrete column described in
It is encased inside flitch between the side of hollow courtyard and second wirerope, towards second steel wire of the hollow courtyard side
Rope is by partition pipe by the second default spacing segmentation.
As the preferred embodiment of aerial operation Platforms Construct Method of Super of the invention, in step s 2, when first steel wire
When rope is between two the second concrete columns, first wirerope is extended to concrete inner wall and the fixation of two sides, In
Spaced perforations are preset by third on the concrete inner wall, and after third wirerope is penetrated, away from the hollow courtyard
Side is fixed with buckle, and first wirerope is fixed on the third wirerope by the 4th default spacing by flower basket bolt
On.
As the preferred embodiment of aerial operation Platforms Construct Method of Super of the invention, in step s 2, when first steel wire
When rope is between two the second concrete columns, the 4th wirerope is set up between two second concrete columns and is straightened,
Then first wirerope is fixed on the 4th wirerope by flower basket bolt.
As the preferred embodiment of aerial operation Platforms Construct Method of Super of the invention, in step s3, in first steel wire
The wooden springboard is vertically laid on rope, by iron wire by the wooden springboard binding on first wirerope.
As the preferred embodiment of aerial operation Platforms Construct Method of Super of the invention, the short side docking of the wood springboard is in paving
If when docked for the fissure of displacement, staggered positions are located at the middle part of the wooden springboard.
As the preferred embodiment of aerial operation Platforms Construct Method of Super of the invention, in step s 5, second operation is flat
The surrounding facade of platform sets up the 5th wirerope and carries out edge protection, and the spacing of the 5th wirerope is less than or equal to 200mm, prevents
Shield height is greater than or equal to 1.5m.
As the preferred embodiment of aerial operation Platforms Construct Method of Super of the invention, the inside of the 5th wirerope is completely coated with
Film multi-layer board is simultaneously fixed with iron wire.
The invention has the benefit that
Aerial operation Platforms Construct Method of Super provided by the invention, firstly, according to the predetermined load of operating platform, selection is obtained
The selection specification and laying spacing of first wirerope, secondly, the first wirerope to be fixedly connected on to the coagulation of hollow courtyard two sides
In soil structure, it is then laid with the wooden springboard on the first wirerope after the completion of fixation and forms the first operating platform, finally, first
The second operating platform is set up using same method above operating platform, and the surrounding facade of the second operating platform is carried out facing frontier defense
Shield, lighting ceiling construction personnel can carry out construction operation on the second operating platform, and the first operating platform is then used as safety
Insurance uses.Aerial operation Platforms Construct Method of Super provided by the invention had not only been needed to set up scaffold from bottom, but also had not been needed
The complicated procedures of forming such as frame body or reserved track are reserved during main structure construction, and it is hidden to avoid the safety generated by scaffold unstability
Suffer from, both saved cost, improves safety coefficient, and convenient quick, and after the completion of lighting ceiling construction, it can be rapid
It completes operating platform and removes work, it is convenient that the aerial operation platform set up consolidates, can be complete in high-rise or super-high building structure
Cheng Hou carries out the construction of lighting ceiling at wherein empty courtyard position, efficiently solves the problems, such as the construction difficulty of lighting ceiling.
Detailed description of the invention
To describe the technical solutions in the embodiments of the present invention more clearly, institute in being described below to the embodiment of the present invention
Attached drawing to be used is needed to be briefly described, it should be apparent that, the accompanying drawings in the following description is only some implementations of the invention
Example, for those of ordinary skill in the art, without creative efforts, can also implement according to the present invention
The content of example and these attached drawings obtain other attached drawings.
Fig. 1 is the flow chart for the aerial operation Platforms Construct Method of Super that the specific embodiment of the invention provides；
Top view when Fig. 2 is the first wirerope that the specific embodiment of the invention provides and fixed the first concrete column；
Front view when Fig. 3 is the first wirerope that the specific embodiment of the invention provides and fixed the first concrete column；
Structural representation when Fig. 4 is the first wirerope that the specific embodiment of the invention provides and fixed concrete inner wall
Figure；
Fig. 5 is between the first wirerope and two the second concrete columns that the specific embodiment of the invention provides when fixing
Structural schematic diagram；
Fig. 6 is the structural schematic diagram that the wooden springboard that the specific embodiment of the invention provides is laid on the first wirerope；
Fig. 7 is structural schematic diagram when the wooden springboard fissure of displacement that the specific embodiment of the invention provides docks；
Fig. 8 is that the iron wire that the specific embodiment of the invention provides shows the structure that the wooden springboard is bound when on the first wirerope
It is intended to；
Fig. 9 is the structural schematic diagram of the first operating platform that the specific embodiment of the invention provides and the second operating platform.
In figure:
The first wirerope of 1-；2- wood springboard；The first operating platform of 3-；The second operating platform of 4-；The second wirerope of 5-；6- card
Button；7- reinforcing bar；8- flitch；9- partition pipe；10- third wirerope；11- flower basket bolt；The 4th wirerope of 12-；13- iron wire；14-
5th wirerope；15- overlay film multi-layer board；The reserved safety of 16- is curved；100- concrete structure；The first concrete column of 200-；300-
Two concrete columns；400- concrete inner wall.
Specific embodiment
To keep the technical problems solved, the adopted technical scheme and the technical effect achieved by the invention clearer, below
It will the technical scheme of the embodiment of the invention will be described in further detail in conjunction with attached drawing, it is clear that described embodiment is only
It is a part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, those skilled in the art exist
Every other embodiment obtained under the premise of creative work is not made, shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that term " center ", "upper", "lower", "left", "right", "vertical",
The orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" be based on the orientation or positional relationship shown in the drawings, merely to
Convenient for description the present invention and simplify description, rather than the device or element of indication or suggestion meaning must have a particular orientation,
It is constructed and operated in a specific orientation, therefore is not considered as limiting the invention.In addition, term " first ", " second ", only
For descriptive purposes, it is not understood to indicate or imply relative importance.Wherein, term " first position " and " second position "
For two different positions.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " installation ", " phase
Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection；It can be mechanical connection,
It is also possible to be electrically connected；It can be directly connected, can also can be inside two elements indirectly connected through an intermediary
Connection.For the ordinary skill in the art, can be understood with concrete condition above-mentioned term in the present invention specifically contain
Justice.
The present embodiment provides a kind of aerial operation Platforms Construct Method of Super, are suitable for the high-rise or hollow courtyard top of super high-rise building
The construction of portion's lighting ceiling had not both needed to set up scaffold from bottom, did not needed to reserve frame body during main structure construction yet
Or the complicated procedures of forming such as reserved track.As shown in Figure 1, the aerial operation Platforms Construct Method of Super includes: S1, according to the pre- of operating platform
If load, chooses the selection specification for obtaining the first wirerope and be laid with spacing；S2, the first wirerope is fixedly connected on hollow day
On the concrete structure of well two sides；It is laid with the wooden springboard on S3, the first wirerope after the completion of fixation and forms the first operating platform；
S4, the second operating platform is set up above the first operating platform；S5, the surrounding facade of the second operating platform is carried out facing frontier defense
Shield.Next, each step is described in detail in conjunction with practice of construction.
S1, the predetermined load according to operating platform choose the selection specification for obtaining the first wirerope and are laid with spacing.
Optionally, in step sl, predetermined load includes applying for construction personnel's load and lightgage steel joist and safety glass
Work load.According to the construction loads of construction personnel's load and lightgage steel joist and safety glass on operating platform, in conjunction with steel wire
Rope specification table is chosen to obtain the selection specification of the first wirerope and is laid with spacing.For ease of understanding, routinely lightgage steel joist and peace
All-glass construction is foundation, and is illustrated for the hollow courtyard short side distance 20m to encounter in constructing.
In the high-rise or hollow courtyard location short side distance of super high rise building, by multiple first wirerope according to certain
Spacing passes through hollow courtyard position, the first wirerope is fixed on courtyard short side on the concrete structure of two sides respectively, such as
The hollow courtyard area of fruit is larger, can also both direction formed also cross wirerope it is netted.When practice of construction, the first wirerope can
To be unidirectionally laid with, two-way can also be laid with.It is laid in the present embodiment using unidirectional, when ceiling is constructed, on operating platform
It is no more than 5 people in every meter wide of range, lightgage steel joist is lifted by tower crane and safety glass carries out human weld and installation,
Therefore the construction loads in every meter of width range is no more than 1t.Assuming that the laying spacing of the first wirerope is 150mm-
200mm, every meter of width range are the first wirerope of 5-6 root, can find the steel wire that diameter is 6mm according to wirerope specification table
Rope, standard cross-section face diameter are 14.3mm2, rupture pull force is 18.1KN (i.e. 1.8t weight), the wirerope that 5 diameters are 6mm
9t weight can be then carried, is greater than construction loads 1t in every meter of width range, meets construction requirement.If site operation load increases
Add, calculating can be chosen again by wirerope specification table and obtains best wireline type.
S2, the first wirerope is fixedly connected on the concrete structure of hollow courtyard two sides.
As shown in Figures 2 and 3, the fixed form of the first wirerope 1 can use diameter solid for the flower basket bolt 11 of 20mm
It is scheduled on two sides concrete structure 100.First wirerope 1 can be by the help of tower crane across hollow courtyard, according to live practical
Situation determines the length of the first wirerope 1 truncation, guarantees that 1 length of the first wirerope meets and carries out with two sides concrete structure 100
It is fixed.It optionally, in step s 2,, will after determining fixed height when the two sides of hollow courtyard are the first concrete column 200
Second wirerope 5 is around the first concrete column 200 1 weeks and fixed by buckle 6, default by first in the bottom of the second wirerope 5
Spacing is implanted into reinforcing bar 7 to prevent the second wirerope 5 from sliding.When the two sides of the first wirerope 1 are the first concrete column 200, Gu
Determine mode for determine 1 fixed height of the first wirerope after, by an independent diameter be 10mm-12mm the second wirerope 5 around column
Son one week, and be fixed using buckle 6, reserved safety curved 16 is set, and is 400mm by spacing in 5 lower part of the second wirerope
The first default spacing be implanted into reinforcing bar 7 that a diameter is 12mm-14mm to prevent the second wirerope 5 from the first concrete column
It is slid on 200.
For convenient for the first wirerope 1 to be fixedly connected with the second wirerope 5, optionally, in 200 direction of the first concrete column
Be encased inside flitch 8 between the side of hollow courtyard and the second wirerope 5, towards hollow courtyard side the second wirerope 5 by every
Disconnected pipe 9 is by the second default spacing segmentation.Between side and second wirerope 5 of first concrete column 200 towards hollow courtyard
It is encased inside flitch 8, in case the second wirerope 5 is inconvenient to fix after being adjacent to the first concrete column 200.Simultaneously towards hollow courtyard side
The second wirerope 5 by partition pipe 9 by the second default spacing segmentation that spacing is 180mm-200mm, convenient for the first steel of control
PVC (Polyvinylchlorid) can be used in the spacing of cord 1, partition pipe 9) pipe, pvc pipe main ingredient is polyvinyl chloride, and
Other compositions are added to enhance its heat resistance, toughness, ductility.
As shown in Figure 4 and Figure 5, for convenient for setting up the first wirerope 1, optionally, in step s 2, when the first wirerope 1
When between two the second concrete columns 300, the first wirerope 1 is extended into the concrete inner wall 400 of two sides and is fixed, In
Spaced perforations are preset by third on concrete inner wall 400, and after third wirerope 10 is penetrated, in the side for deviating from hollow courtyard
It is fixed with buckle 6, the first wirerope 1 is fixed on third wirerope 10 by flower basket bolt 11 by the 4th default spacing.In
In the present embodiment, it is 1200-1800mm that third, which presets spacing, and 10 diameter of third wirerope is 10-12mm, and the 4th default spacing is
180mm-200mm。
As shown in figure 5, for convenient for setting up the first wirerope 1, optionally, in step s 2, when the first wirerope 1 runs through two
When between a second concrete column 300, the 4th wirerope 12 is set up between two the second concrete columns 300 and is straightened, then
First wirerope 1 is fixed on the 4th wirerope 12 by flower basket bolt 11.In the present embodiment, the 4th wirerope 12 uses
Diameter is 14mm-16mm wirerope.
It is laid with the wooden springboard 2 on S3, the first wirerope 1 after the completion of fixation and forms the first operating platform 3.
As Figure 6-Figure 8, optionally, in step s3, it is vertically laid with the wooden springboard 2 on the first wirerope 1, passes through iron
Silk 13 binds the wooden springboard 2 on the first wirerope 1.It optionally, is the fissure of displacement pair when the short side docking of the wooden springboard 2 is in laying
It connects, staggered positions are located at the middle part of the wooden springboard 2.After first wirerope 1 completely paving, using long 4000mm, wide 300mm is thick
The wooden springboard 2 of 50mm is vertically laid with from one end to the other end, and 2 range of the wooden springboard of laying need to protrude into 1m- in horizontal structure floor
1.5m is avoided completely hanging.It is bound when laying using 8# iron wire or 10# iron wire, improving bud grafting is that splayed is completely tied up, i.e., will
Every section of first wirerope 1 is bound with the wooden springboard 2, is docked when in addition wooden 2 short side of the springboard docking is in laying for the fissure of displacement, wrong
Open the half position that range is the wooden springboard 2.
S4, according to step S2 and step S3, the second operating platform 4 is set up above the first operating platform 3.
As shown in figure 9, specifically, after the completion of the first operating platform 3 is set up, being set up again at 500mm-700mm at an upper portion thereof
Second operating platform 4, erection method and the first operating platform 3 are consistent.Second operating platform 4 is to be finally completed face, lighting ceiling
Construction personnel can carry out construction operation on the second operating platform 4, and the first operating platform 3 then makes as security insurance
With.
S5, edge protection is carried out to the surrounding facade of the second operating platform 4.
Optionally, in step s 5, the surrounding facade of the second operating platform 4 sets up the 5th wirerope 14 and carries out facing frontier defense
Shield, the spacing of the 5th wirerope 14 are less than or equal to 200mm, and protection height is greater than or equal to 1.5m.Optionally, the 5th wirerope
14 inside is completely coated with film multi-layer board 15 and is fixed with iron wire 13.The surrounding facade in face is finally completed in the second operating platform 4,
Edge protection is carried out using the 5th wirerope 14 that diameter is 6mm or 8mm, 14 spacing of the 5th wirerope of facade is not more than
200mm, the 5th wirerope 14 of facade protection height are not less than 1.5m, and after the completion of the 5th wirerope 14 of facade is set up, In
Facade is carried out using the overlay film multi-layer board 15 not less than 12mm thickness on the inside of 5th wirerope 14 completely to spread, and is carried out using 10# iron wire
It is fixed.After the completion of second layer operating platform and facade edge protection, the construction operation of lighting ceiling can be carried out at an upper portion thereof.
Aerial operation Platforms Construct Method of Super provided in this embodiment, firstly, being chosen according to the predetermined load of operating platform
To the selection specification and laying spacing of the first wirerope 1, secondly, the first wirerope 1 is fixedly connected on hollow courtyard two sides
On concrete structure 100, it is then laid with the wooden springboard 2 on the first wirerope 1 after the completion of fixation and forms the first operating platform 3,
Finally, setting up the second operating platform 4 using same method above the first operating platform 3, and to the surrounding of the second operating platform 4
Facade carries out edge protection, and lighting ceiling construction personnel can carry out construction operation on the second operating platform 4, and first operates
Platform 3 is then used as security insurance.
Aerial operation Platforms Construct Method of Super provided in this embodiment had not only been needed to set up scaffold from bottom, but also had not been needed
The complicated procedures of forming such as frame body or reserved track are reserved during main structure construction, avoid the safety generated by scaffold unstability
Hidden danger has both saved cost, improves safety coefficient, and convenient quick, and after the completion of lighting ceiling construction, can be rapid
Completion operating platform remove work, it is convenient that the aerial operation platform set up consolidates, can be in high-rise or super-high building structure
After the completion, the construction of lighting ceiling is carried out at wherein empty courtyard position, efficiently solves the problems, such as the construction difficulty of lighting ceiling.
Note that the above is only a better embodiment of the present invention and the applied technical principle.It will be appreciated by those skilled in the art that
The present invention is not limited to specific embodiments here, be able to carry out for a person skilled in the art it is various it is apparent variation, again
Adjustment and substitution are without departing from protection scope of the present invention.Therefore, although by above embodiments to the present invention carried out compared with
For detailed description, but the present invention is not limited to the above embodiments only, without departing from the inventive concept, can be with
Including more other equivalent embodiments, and the scope of the invention is determined by the scope of the appended claims.
Claims (10)
1. a kind of aerial operation Platforms Construct Method of Super characterized by comprising
S1, according to the predetermined load of the operating platform, choose the selection specification for obtaining the first wirerope (1) and be laid with spacing；
S2, first wirerope (1) is fixedly connected on the concrete structure (100) of hollow courtyard two sides；
It is laid with the wooden springboard (2) on S3, first wirerope (1) after the completion of fixation and forms the first operating platform (3)；
S4, according to step S2 and step S3, set up the second operating platform (4) above first operating platform (3)；
S5, edge protection is carried out to the surrounding facade of second operating platform (4).
2. aerial operation Platforms Construct Method of Super according to claim 1, which is characterized in that in step sl, described default
Load includes the construction loads of construction personnel's load and lightgage steel joist and safety glass.
3. aerial operation Platforms Construct Method of Super according to claim 1, which is characterized in that in step s 2, in described
It is after determining fixed height, the second wirerope (5) is mixed around described first when the two sides of empty courtyard are the first concrete column (200)
It coagulates earth pillar (200) one weeks and fixed by buckle (6), is implanted into the bottom of second wirerope (5) by the first default spacing
Reinforcing bar (7) is to prevent second wirerope (5) from sliding.
4. aerial operation Platforms Construct Method of Super according to claim 3, which is characterized in that in first concrete column
(200) flitch (8) are encased inside towards between the side of the hollow courtyard and second wirerope (5), towards the hollow day
Second wirerope (5) of well side is by partition pipe (9) by the second default spacing segmentation.
5. aerial operation Platforms Construct Method of Super according to claim 1, which is characterized in that in step s 2, when described
When one wirerope (1) is between two the second concrete columns (300), first wirerope (1) is extended into the mixed of two sides
Solidifying soil interior wall (400) is simultaneously fixed, presets spaced perforations by third on the concrete inner wall (400), and by third wirerope
(10) fixed with buckle (6) in the side away from the hollow courtyard after penetrating, first wirerope (1) is passed through into the gaily decorated basket
Bolt (11) is fixed on the third wirerope (10) by the 4th default spacing.
6. aerial operation Platforms Construct Method of Super according to claim 1, which is characterized in that in step s 2, when described
When one wirerope (1) is between two the second concrete columns (300), taken between two second concrete columns (300)
If the 4th wirerope (12) is simultaneously straightened, first wirerope (1) is then fixed on the described 4th by flower basket bolt (11)
On wirerope (12).
7. aerial operation Platforms Construct Method of Super according to claim 1, which is characterized in that in step s3, described
It is vertically laid with the wooden springboard (2) on one wirerope (1), is bound the wooden springboard (2) in described first by iron wire (13)
On wirerope (1).
8. aerial operation Platforms Construct Method of Super according to claim 7, which is characterized in that the short side of the wood springboard (2)
Docking is docked when being in laying for the fissure of displacement, and staggered positions are located at the middle part of the wooden springboard (2).
9. aerial operation Platforms Construct Method of Super according to claim 1, which is characterized in that in step s 5, described second
The surrounding facade of operating platform (4) sets up the 5th wirerope (14) and carries out edge protection, the spacing of the 5th wirerope (14)
Less than or equal to 200mm, protection height is greater than or equal to 1.5m.
10. aerial operation Platforms Construct Method of Super according to claim 9, which is characterized in that the 5th wirerope (14)
Inside be completely coated with film multi-layer board (15) and fixed with iron wire (13).
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| CN201910836888.5A CN110528849A (en) | 2019-09-05 | 2019-09-05 | A kind of aerial operation Platforms Construct Method of Super |
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| CN201910836888.5A CN110528849A (en) | 2019-09-05 | 2019-09-05 | A kind of aerial operation Platforms Construct Method of Super |
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| CN (1) | CN110528849A (en) |
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| CN115095118A (en) * | 2022-08-26 | 2022-09-23 | 中化二建集团有限公司 | Method for constructing coke quenching tower by suspended integrally-installed support |
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| CN206971690U (en) * | 2017-05-27 | 2018-02-06 | 中国建筑第八工程局有限公司 | A kind of large span rope-mesh type constructing device |
| CN208518308U (en) * | 2018-05-07 | 2019-02-19 | 中建一局集团第三建筑有限公司 | Soft operation platform for lighting roof construction |
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| CN115095118A (en) * | 2022-08-26 | 2022-09-23 | 中化二建集团有限公司 | Method for constructing coke quenching tower by suspended integrally-installed support |
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