CN109440985A - Super high-rise building super large curtain wall unit hydraulic synchronizing lifting system and its construction method - Google Patents
Super high-rise building super large curtain wall unit hydraulic synchronizing lifting system and its construction method Download PDFInfo
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- CN109440985A CN109440985A CN201811592312.0A CN201811592312A CN109440985A CN 109440985 A CN109440985 A CN 109440985A CN 201811592312 A CN201811592312 A CN 201811592312A CN 109440985 A CN109440985 A CN 109440985A
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- curtain wall
- wall unit
- moulding bed
- hydraulic
- arc
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C1/00—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
- B66C1/10—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
-
- 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
- E04G21/14—Conveying or assembling building elements
-
- 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
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/162—Handles to carry construction blocks
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention provides super high-rise building super large curtain wall unit hydraulic synchronizing lifting system, including moulding bed, Curtainwall connector, hydraulic rockshaft supporting steel frame, hydraulic rockshaft, windproof guy drawknot mechanism, laser range sensor, total station and position recorder, the system does not need to set up hanging basket platform or cableway platform, but by assembling lattice moulding bed on the ground, in moulding bed over-assemble curtain wall unit, then curtain wall unit is integrally promoted.All components are all made of factory process to semi-finished product, then transport to scene and carry out assembled assembling, quality is more controllable, and scene improves construction efficiency and save the duration, save cost, save manually, securely and reliably without welding.
Description
Technical field
The present invention relates to curtain wall lift technique fields, specially super high-rise building super large curtain wall unit hydraulic synchronizing lifting system
System and its construction method.
Background technique
Currently, country vigorously advocates fabricated construction, the curtain wall of architectural decoration to fabricated application development
Increasingly tend to be mature.High-rise and super high-rise building unit plates of curtain wall hoisting technology is also constructed many years.But in entire curtain wall
The industry ceiling construction measure hanging for Super High, which is still, sets up operating platform progress operation in furred ceiling bottom.
Curtain wall industry Super High mounting technique is usually to set up measure platform, including hanging basket platform or cableway are put down at present
Platform.Such construction technology security risk is high, long construction period, and measure itself sets up and there is security risk, and personnel operate difficult
Degree is big, and at high cost, there are more closing in, quality is difficult to ensure.
Summary of the invention
The purpose of the present invention is to provide super high-rise building super large curtain wall unit hydraulic synchronizing lifting system and its construction parties
Method, to need to set up hanging basket platform or cableway platform when solving the installation of Super High curtain wall, it is high that there are construction technology security risks,
Long construction period is set up and there is security risk in itself, and personnel's operation difficulty is big, at high cost, and there are more closing in, quality is difficult to protect
The technical issues of card.
In order to solve the above-mentioned technical problems, the present invention provides a kind of super high-rise building super large curtain wall unit hydraulic synchronizations to mention
The system of liter, comprising:
Moulding bed, is supported on the bottom of arc curtain wall unit, and top is equipped with adjustable supports jacking；
The inner sidewall of arc curtain wall unit is arranged in Curtainwall connector；
The top of arc curtain wall unit is arranged in hydraulic rockshaft supporting steel frame；
Hydraulic rockshaft is arranged on hydraulic rockshaft supporting steel frame, connects between the hydraulic rockshaft and Curtainwall connector
There is wirerope；
Windproof guy drawknot mechanism, including along the vertically arranged cableway of main structure and be arranged in cableway and arc curtain wall list
Cable wind rope between member, one end that the cable wind rope is connect with cableway are equipped with a pair of of hook；
Laser range sensor is arranged on the annex roofing of arc curtain wall unit four corners；
Total station, setting is on the body construction；
The top of hydraulic rockshaft is arranged in position recorder.
Preferably, the hydraulic rockshaft supporting steel frame includes:
Support rib, setting is on the body construction；
Main support channel steel is arranged in support rib；
Crossbeam is arranged in parallel in the top of main support channel steel；
Connecting plate is connected between crossbeam.
Preferably, the moulding bed includes:
Moulding bed in the middle part of curtain wall unit, the arcuately central axes setting of curtain wall unit, curtain wall unit middle part moulding bed is lattice
Component；
The two sides of moulding bed in the middle part of curtain wall unit are arranged in curtain wall unit end moulding bed, and curtain wall unit end moulding bed is by multiple
Latticed members are assembled.
Preferably, curtain wall unit end moulding bed includes:
First vertical truss, the longitudinally spaced two sides that moulding bed in the middle part of curtain wall unit is set；
The height of second vertical truss, the longitudinally spaced outside that the first vertical truss is arranged in, the second vertical truss is super
First vertical truss out；
Transverse truss is connected between the top of the first vertical truss and the second vertical truss；
Longitudiual truss is connected between the top of the first vertical truss and between the top of the second vertical truss；
Lumbar support is arranged between the first vertical truss and between the second vertical truss, and is supported on longitudiual truss
Bottom.
Preferably, the horizontal direction angle between the cable wind rope and Curtainwall connector is 60 °~90 °, cable wind rope and curtain
Vertical direction angle between wall connector is 60 °~90 °.
Preferably, the angle between the center of circle corresponding to two neighboring Curtainwall connector and arc curtain wall unit is 90 ° and arrives
147°。
In addition, the present invention also provides the construction parties of above-mentioned super high-rise building super large curtain wall unit hydraulic synchronizing lifting system
Method, it is characterised in that the following steps are included:
Step 1: Deepen Design moulding bed, Curtainwall connector, hydraulic rockshaft supporting steel frame, suspension centre arrangement, windproof guy drawknot machine
The drawing of structure prepares construction material；
Step 2: platform for lining is set up at scene, the annex roofing over-assemble moulding bed below hoist point, by curtain on platform for lining
After the completion of wall unit steelframe is assembled, curtain wall unit steelframe is lifted on moulding bed, curtain wall unit aluminium keel and curtain wall unit are installed
Panel installs Curtainwall connector in anchorage position；
Step 3: installing cable wind rope on arc curtain wall unit along the vertically arranged cableway of main structure, the end of cable wind rope is hung over
It is slided up and down on cableway and along cableway；
Step 4: assembled hydraulic rockshaft supporting steel frame, and be hung in main structure；
Step 5: upper anchor point position on hydraulic rockshaft supporting steel frame installs hydraulic rockshaft, by one end of wirerope with
Hydraulic rockshaft connection, the other end are connect with Curtainwall connector；
Step 6: installing position recorder at the top of hydraulic rockshaft, total station is set on the body construction, in arc curtain wall
Laser range sensor is set on the annex roofing of unit four corners；
Step 7: step 1 every implementation content into step 6 of inspecting for acceptance, in upper anchor point and anchorage position arrangement personnel
It is monitored；
Step 8: hierarchical loading is carried out to arc curtain wall unit, until arc curtain wall unit is promoted to and completely disengages moulding bed；
Step 9: continuing to lift up arc curtain wall unit and installing adjustable supports jacking；
Step 10: formal promoted, the data of monitoring laser range sensor, total station, position recorder, hydraulic rockshaft, really
Protect accurate security improvement；
Step 11: stopping being promoted, checking arc curtain when arc curtain wall unit is promoted to apart from 0.5~1.5m of main structure
Wall unit and each position of main structure and reduction of speed continues to lift up, until the connector on arc curtain wall unit and main structure
Dock With Precision Position is fixed.
Preferably, it before the step 7, for the arc curtain wall unit not immediately below hoist point, needs arc curtain
Wall unit is sling to moulding bed is detached from, and places temporary backing on moulding bed, horizontal drawknot cable wind rope and ajust hoist point just under
It sets in orientation.
Preferably, the specific method of arc curtain wall unit hierarchical loading is the hydraulic pressure lift at each suspension centre in the step 8
The cylinder pressure value multistage loadings of device increase, and are followed successively by 20%, 40%, 60%, 70%, 80%, in confirmation each section feelings without exception
Under condition, it can continue to be loaded into 90%, 95%, 100%, until promoting arc curtain wall unit is all detached from moulding bed.
Preferably, when a hook is promoted to drawknot node in the step 10, another is hooked in drawknot node
On the cableway of side, the hook of lower section is then unclamped, cable wind rope continues upper cunning.
Compared with prior art, it the features of the present invention and has the beneficial effect that
(1) present invention does not need to set up hanging basket platform or cableway platform, but by assembling lattice moulding bed on the ground,
Moulding bed over-assemble curtain wall unit, then integrally promotes curtain wall unit.All components are all made of factory process to semi-finished product, so
After transport to scene carry out assembled assembling, quality is more controllable, scene without welding, improve construction efficiency save the duration, save
Cost is saved manually, securely and reliably.
(2) present invention is in arc curtain wall unit lifting process, first hierarchical loading, until arc curtain wall unit completely disengages
Then moulding bed installs adjustable support jacking, then formal to be promoted.When a hook is promoted to drawknot node, another is hung
Hook is hooked on the cableway above drawknot node, then unclamps the hook of lower section, and cable wind rope continues upper cunning.Using such promotion side
Formula effectively guarantees the stability of arc curtain wall unit, ensures construction safety.Using the hook being arranged in pairs, guarantee horizontal steel
Cord is reliably connected with vertical cableway steel strand wires always, can further offset the swing of wind action unit, to reach
To the real-time reliable drawknot of radix saposhnikoviae.
Detailed description of the invention
Fig. 1 is the schematic view of the front view of super high-rise building super large curtain wall unit hydraulic synchronizing lifting system.
Fig. 2 is the side structure schematic view of super high-rise building super large curtain wall unit hydraulic synchronizing lifting system.
Fig. 3 is the connection schematic diagram of windproof guy drawknot mechanism and main structure.
Fig. 4 is the schematic diagram of windproof guy drawknot mechanism.
Fig. 5 is the connection schematic diagram of cable wind rope, hook and cableway.
Fig. 6 is the schematic view of the front view of hydraulic rockshaft supporting steel frame.
Fig. 7 is the overlooking structure diagram of hydraulic rockshaft supporting steel frame.
Fig. 8 is the side structure schematic view of hydraulic rockshaft supporting steel frame.
Fig. 9 is the schematic view of the front view of moulding bed.
Figure 10 is the side structure schematic view of moulding bed.
Attached drawing mark: moulding bed, 12- curtain wall unit end moulding bed, 121- first are vertical in the middle part of 1- moulding bed, 11- curtain wall unit
Truss, the vertical truss of 122- second, 123- transverse truss, 124- longitudiual truss, 125- lumbar support, 126- bearing diagonal, 2- acts
Wall connector, 3- hydraulic rockshaft supporting steel frame, 31- support rib, 311- erect support, 312- horizontal support, the main support slot of 32-
Steel, 33- crossbeam, 34- connecting plate, 35- pair support channel steel, 36- pair support plate, 4- hydraulic rockshaft, 5- laser range sensor,
6- total station, 7- position recorder, 8- arc curtain wall unit, the jacking of 9- adjustable supports, 10- wirerope, 13- hook, 14- main body
Structure, 15- anemobiagraph, 16- cableway, 17- cable wind rope.
Specific embodiment
For realize the present invention technological means, character of innovation, reach purpose and effect is easy to understand, below to
Invention further illustrates.
The embodiment recorded herein is specific specific embodiment of the invention, for illustrating design of the invention,
Be it is explanatory and illustrative, should not be construed as the limitation to embodiment of the present invention and the scope of the invention.Except what is recorded herein
Outside embodiment, those skilled in the art can also based on the claim of this application book and specification disclosure of that using aobvious and
The other technical solutions being clear to, these technical solutions include using any obvious to making for the embodiment recorded herein
The technical solution of substitutions and modifications.
As shown in Fig. 1~10, a kind of super high-rise building super large curtain wall unit hydraulic synchronizing lifting system, including moulding bed (1),
Curtainwall connector (2), hydraulic rockshaft supporting steel frame (3), hydraulic rockshaft (4), windproof guy drawknot mechanism, laser ranging pass
Sensor (5), total station (6) and position recorder (7).Moulding bed (1) is supported on the bottom of arc curtain wall unit (8), and top is set
There are adjustable supports jacking (9).The inner sidewall in arc curtain wall unit (8) is arranged in Curtainwall connector (2).Hydraulic rockshaft supporting steel
Frame (3) is arranged in the top of arc curtain wall unit (8).Hydraulic rockshaft (4) is arranged on hydraulic rockshaft supporting steel frame (3),
Wirerope (10) are connected between hydraulic rockshaft (4) and Curtainwall connector (2).Windproof guy drawknot mechanism includes along main body knot
The vertically arranged cableway (16) of structure (14) and the cable wind rope (17) being arranged between cableway (16) and arc curtain wall unit (8),
One end that cable wind rope (17) is connect with cableway (16) is equipped with a pair of of hook (13).Laser range sensor (5) is arranged in arc curtain
On the annex roofing of wall unit (8) four corners.Total station (6) is arranged on main structure (14).Position recorder (7) setting
At the top of hydraulic rockshaft (4).
Hydraulic rockshaft supporting steel frame (3) includes support rib (31), main support channel steel (32), crossbeam (33), connecting plate
(34), support rib (31) is arranged on main structure (14), and main support channel steel (32) is arranged on support rib (31), crossbeam
(33) it is arranged in parallel in the top of main support channel steel (32), connecting plate (34) is connected between crossbeam (33).Support rib (31)
Whole is in " π " shape, and including two perpendicular supports (311) and the horizontal support (312) on perpendicular support (311) top is arranged.Main support slot
The outside of steel (32) is also welded and connected with secondary support channel steel (35).Secondary support plate is welded and connected at the top of pair support channel steel (35)
(36), secondary support channel steel (35) and secondary support plate (36) form support platform.
Moulding bed (1) includes moulding bed (11) and curtain wall unit end moulding bed (12) in the middle part of curtain wall unit, tire in the middle part of curtain wall unit
The central axes setting of frame (11) arcuately curtain wall unit (8), moulding bed (11) is latticed members in the middle part of curtain wall unit.Curtain wall unit
The two sides of moulding bed (11) are arranged in the middle part of curtain wall unit in end moulding bed (12), and curtain wall unit end moulding bed (12) is by multiple lattices
Component assembly forms.Curtain wall unit end moulding bed (12) includes the first vertical truss (121), the second vertical truss (122), transverse direction
Truss (123), longitudiual truss (124), lumbar support (125), the first vertical truss (121) is longitudinally spaced to be arranged in curtain wall list
The two sides of first middle part moulding bed (11).The second vertical longitudinally spaced setting of truss (122) is in the outer of the first vertical truss (121)
The height of side, the second vertical truss (122) exceeds the first vertical truss (121).Transverse truss (123) is connected to the first vertical purlin
Between the top of frame (121) and the second vertical truss (122).Longitudiual truss (124) is connected to the top of the first vertical truss (121)
Between portion and between the top of the second vertical truss (122).Lumbar support (125) setting the first vertical truss (121) it
Between and the second vertical truss (122) between, and be supported on the bottom of longitudiual truss (124).First vertical truss (121)
Top and the second vertical truss (122) top between also set up bearing diagonal (126).
Cable wind rope (17) is arranged in toed-out type, and one end of cable wind rope (17) is by a pair of (13) difference drawknot of linking up in master
On the cableway (16) of body structure (14), cable wind rope (17) is up slid with the promotion of arc curtain wall unit (8) along cableway (16), cable
Horizontal direction angle between wind rope (17) and Curtainwall connector (2) is 60 °~90 °, cable wind rope (17) and Curtainwall connector
(2) the vertical direction angle between is 60 °~90 °, to guarantee stability of the arc curtain wall unit (8) in lifting process.
Angle between the center of circle corresponding to two neighboring Curtainwall connector (2) and arc curtain wall unit (8) is 90 °~
147°。
The construction method of above-mentioned super high-rise building super large curtain wall unit hydraulic synchronizing lifting system specifically:
Step 1: Deepen Design moulding bed (1), Curtainwall connector (2), hydraulic rockshaft supporting steel frame (3), suspension centre arrangement, radix saposhnikoviae
The drawing of guy drawknot mechanism prepares construction material.
Step 2: by all parts machinings to semi-finished product and transporting annex to scene, below hoist point in factory
The assembled lifting after the completion of curtain wall unit steelframe is installed curtain wall unit aluminium dragon to moulding bed on the ground by roofing over-assemble moulding bed (1)
Bone and curtain wall unit panel install Curtainwall connector (2) in anchorage position.
Step 3: installing cable wind rope on arc curtain wall unit (8) along main structure (14) vertically arranged cableway (16)
(17), the end of cable wind rope (17) hangs on cableway (16) and slides up and down along cableway (16).
Step 4: assembled hydraulic rockshaft supporting steel frame (3), and be hung on main structure (14).
Step 5: the upper anchor point position on hydraulic rockshaft supporting steel frame (3) installs hydraulic rockshaft (4), by steel wire
One end of rope (10) is connect with hydraulic rockshaft (4), and the other end is connect with Curtainwall connector (2), and anchorage is two rows of, and edge
The arc surface of the curtain wall unit steelframe (81) of arc is arranged, and every row's anchorage is five.
Step 6: installing position recorder (7) at the top of hydraulic rockshaft (4), it is arranged on main structure (14) complete
It stands instrument (6), laser range sensor (5) is set on the annex roofing of arc curtain wall unit (8) four corners and corresponding
Installation measurement accessory plate on arc curtain wall unit (8).
Step 7: at the top of high building, intermediate, bottom installation anemobiagraph (15)；Box is hung at anchorage ten pastes measurement instead
Penetrate piece.It contacts local meteorological department and weather forecast during promotion is provided.Due to field working conditions, moulding bed position out of the ordinary is not vertical
Immediately below being promoted, need tiltedly to lift by crane.Oblique slinging work content includes being detached from moulding bed, mends plate, and horizontal drawknot ajusts vertical-lift
Position.Being detached from moulding bed technique is gradually to load hoist load, observes decorating unit body hoisting depth and horizontal offset at any time.Inspection
Step 1 every implementation content into step 6 is received in examination, is monitored in upper anchor point and anchorage position arrangement personnel.
Step 8: carrying out hierarchical loading, the specific side of arc curtain wall unit (8) hierarchical loading to arc curtain wall unit (8)
Method is that the cylinder pressure value multistage loadings of the hydraulic rockshaft (4) at each suspension centre increase, be followed successively by 20%, 40%, 60%, 70%,
80%, in the case where confirming that each section is without exception, it can continue to be loaded into 90%, 95%, 100%, until arc curtain wall unit (8) mention
It rises to and completely disengages moulding bed (1).
Step 9: continuing to lift up arc curtain wall unit (8) and installing adjustable supports jacking (9).
Step 10: formal promoted, when hook (13) slides into drawknot node, another hook (13) is hooked on drawknot node
On the cableway (16) of top, bottom hook (13) is unclamped, cable wind rope (17) continues upper cunning；It monitors laser range sensor (5), complete
It stands the data of instrument (6), position recorder (7), hydraulic rockshaft (4), it is ensured that accurate security improvement.
Step 11: stop being promoted when arc curtain wall unit (8) is promoted to apart from (14) 0.5~1.5m of main structure,
It checks arc curtain wall unit (8) and each position of main structure (14) and reduction of speed continues to lift up, until arc curtain wall unit (8)
It is fixed with the connector Dock With Precision Position on main structure (14).
Above embodiment be only preferred embodiments of the present invention will be described, not to the scope of the present invention into
Row limits, and without departing from the spirit of the design of the present invention, those of ordinary skill in the art do technical solution of the present invention
Various changes and improvements out should all be fallen into the protection scope that claims of the present invention determines.
Claims (10)
1. a kind of super high-rise building super large curtain wall unit hydraulic synchronizing lifting system, characterized by comprising:
Moulding bed (1), is supported on the bottom of arc curtain wall unit (8), and top is equipped with adjustable supports jacking (9)；
The inner sidewall in arc curtain wall unit (8) is arranged in Curtainwall connector (2)；
Hydraulic rockshaft supporting steel frame (3) is arranged in the top of arc curtain wall unit (8)；
Hydraulic rockshaft (4) is arranged on hydraulic rockshaft supporting steel frame (3), the hydraulic rockshaft (4) and Curtainwall connector
(2) wirerope (10) are connected between；
Windproof guy drawknot mechanism, including along the vertically arranged cableway (16) of main structure (14) and be arranged in cableway (16)
Cable wind rope (17) between arc curtain wall unit (8), one end that the cable wind rope (17) connect with cableway (16) are equipped with a pair
It links up with (13)；
Laser range sensor (5) is arranged on the annex roofing of arc curtain wall unit (8) four corners；
Total station (6) is arranged on main structure (14)；
Position recorder (7) is arranged at the top of hydraulic rockshaft (4).
2. a kind of super high-rise building super large curtain wall unit hydraulic synchronizing lifting system according to claim 1, feature exist
In the hydraulic rockshaft supporting steel frame (3) includes:
Support rib (31) is arranged on main structure (14)；
Main support channel steel (32) is arranged on support rib (31)；
Crossbeam (33) is arranged in parallel in the top of main support channel steel (32)；
Connecting plate (34) is connected between crossbeam (33).
3. a kind of super high-rise building super large curtain wall unit hydraulic synchronizing lifting system according to claim 1, feature exist
In the moulding bed (1) includes:
Moulding bed (11) in the middle part of curtain wall unit, arcuately the central axes setting of curtain wall unit (8), curtain wall unit middle part moulding bed
It (11) is latticed members；
The two sides of moulding bed (11), curtain wall unit end tire is arranged in the middle part of curtain wall unit in curtain wall unit end moulding bed (12)
Frame (12) is assembled by multiple latticed members.
4. a kind of super high-rise building super large curtain wall unit hydraulic synchronizing lifting system according to claim 3, feature exist
In curtain wall unit end moulding bed (12) includes:
First vertical truss (121), the longitudinally spaced two sides that moulding bed (11) is set in the middle part of curtain wall unit；
Second vertical truss (122) is longitudinally spaced to be arranged in the outside of the first vertical truss (121), the second vertical purlin
The height of frame (122) exceeds the first vertical truss (121)；
Transverse truss (123) is connected between the top of the first vertical truss (121) and the second vertical truss (122)；
Longitudiual truss (124), is connected between the top of the first vertical truss (121) and the top of the second vertical truss (122)
Between portion；
Lumbar support (125) is arranged between the first vertical truss (121) and between the second vertical truss (122), and
It is supported on the bottom of longitudiual truss (124).
5. a kind of super high-rise building super large curtain wall unit hydraulic synchronizing lifting system according to claim 1, feature exist
In: the horizontal direction angle between the cable wind rope (17) and Curtainwall connector (2) is 60 °~90 °, cable wind rope (17) and curtain wall
Vertical direction angle between connector (2) is 60 °~90 °.
6. a kind of super high-rise building super large curtain wall unit hydraulic synchronizing lifting system according to claim 1, feature exist
In: the angle between the center of circle corresponding to two neighboring Curtainwall connector (2) and arc curtain wall unit (8) is 90 ° to 147 °.
7. super high-rise building super large curtain wall unit hydraulic synchronizing lifting system described in a kind of any one according to claim 1~6
The construction method of system, it is characterised in that the following steps are included:
Step 1: Deepen Design moulding bed (1), Curtainwall connector (2), hydraulic rockshaft supporting steel frame (3), suspension centre arrangement, radix saposhnikoviae
The drawing of guy drawknot mechanism prepares construction material；
Step 2: platform for lining is set up at scene, the annex roofing over-assemble moulding bed (1) below hoist point, on platform for lining
After the completion of curtain wall unit steelframe (81) assembly, curtain wall unit steelframe (81) is lifted on moulding bed (1), curtain wall unit aluminium is installed
Keel (82) and curtain wall unit panel (83) install Curtainwall connector (2) in anchorage position；
Step 3: cable wind rope (17) are installed on arc curtain wall unit (8) along main structure (14) vertically arranged cableway (16),
The end of cable wind rope (17) hangs on cableway (16) and slides up and down along cableway (16)；
Step 4: assembled hydraulic rockshaft supporting steel frame (3), and be hung on main structure (14)；
Step 5: the upper anchor point position on hydraulic rockshaft supporting steel frame (3) installs hydraulic rockshaft (4), by wirerope
(10) one end is connect with hydraulic rockshaft (4), and the other end is connect with Curtainwall connector (2)；
Step 6: installing position recorder (7) at the top of hydraulic rockshaft (4), total station is set on main structure (14)
(6), laser range sensor (5) are set on the annex roofing of arc curtain wall unit (8) four corners；
Step 7: step 1 every implementation content into step 6 of inspecting for acceptance, in upper anchor point and anchorage position arrangement personnel
It is monitored；
Step 8: hierarchical loading is carried out to arc curtain wall unit (8), until arc curtain wall unit (8) are promoted to and completely disengage tire
Frame (1)；
Step 9: continuing to lift up arc curtain wall unit (8) and installing adjustable supports jacking (9)；
Step 10: formal promoted, laser range sensor (5), total station (6), position recorder (7), hydraulic rockshaft are monitored
(4) data, it is ensured that accurate security improvement；
Step 11: stopping being promoted, checking when arc curtain wall unit (8) is promoted to apart from (14) 0.5~1.5m of main structure
Arc curtain wall unit (8) and each position of main structure (14) and reduction of speed continues to lift up, until arc curtain wall unit (8) and main
Connector Dock With Precision Position in body structure (14) is fixed.
8. the construction method of super high-rise building super large curtain wall unit hydraulic synchronizing lifting system according to claim 7,
It is characterized in that: before the step 7, for the arc curtain wall unit (8) not immediately below hoist point, needing arc curtain wall
Unit (8) is sling to moulding bed (1) is detached from, and places temporary backing on moulding bed (1), and horizontal drawknot cable wind rope (17) and ajusting mentions
Rise the following position directly of point.
9. the construction method of super high-rise building super large curtain wall unit hydraulic synchronizing lifting system according to claim 7,
Be characterized in that: the specific method of arc curtain wall unit (8) hierarchical loading is the hydraulic rockshaft at each suspension centre in the step 8
(4) cylinder pressure value multistage loadings increase, and are followed successively by 20%, 40%, 60%, 70%, 80%, without exception in confirmation each section
In the case of, it can continue to be loaded into 90%, 95%, 100%, until promoting arc curtain wall unit (8) is all detached from moulding bed (1).
10. the construction method of super high-rise building super large curtain wall unit hydraulic synchronizing lifting system according to claim 7,
It is characterized in that: when a hook (13) is promoted to drawknot node in the step 10, another hook (13) being hooked on drawknot node
On the cableway (16) of top, the hook (13) of lower section is then unclamped, cable wind rope (17) continues upper cunning.
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