CN1793590A - Autolifting type variable-shape diassembllable integrated lifting steel plateform system and construction method thereof - Google Patents
Autolifting type variable-shape diassembllable integrated lifting steel plateform system and construction method thereof Download PDFInfo
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- CN1793590A CN1793590A CN 200510112119 CN200510112119A CN1793590A CN 1793590 A CN1793590 A CN 1793590A CN 200510112119 CN200510112119 CN 200510112119 CN 200510112119 A CN200510112119 A CN 200510112119A CN 1793590 A CN1793590 A CN 1793590A
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Abstract
The invention discloses a self-rising deformable removable integral lifting steel platform system for ultrahigh varying-layer plane construction and the construction method thereof, comprising steel platform, plate lifter, flexible steel column, hanging staging and bearing pin, where the hanging staging is fixed with the steel platform, the steel platform is deformable and comprises primary and secondary beams, the junction of the two beams is provided with a rolling device, the secondary beam can take the primary beam as orbit to move relative to the primary through the rolling device. The invention uses the various construction columns installed in core tube sharing walls as support and climbing guide rails, uses the plate lifter as power, lifts the whole steel platform system by lifting screw rods connected with the steel platform, and arranges trolleys on partial secondary steel beams to make them able to move inward along the primary steel beam to the preset position at last, and completes the plane deformation of the steel platform and meets construction requirements for the core tube variation.
Description
Technical field
The present invention relates to a kind of building operations equipment, specifically a kind of superelevation layer the flatten autolifting type variable-shape diassembllable integrated lifting steel plateform system and steel platform distortion job practices of surface construction of being used for.
Background technology
It is the former expanded application of modulus method in superelevation layer structure that rise that the steel platform rises modulus method, it is a kind of new method of super highrise building core tube construction, integrated lifting steel plateform system in the past all is used for flat shape rule, building structure construction simple, unanimous between the higher and lower levels, for narrow and small place, structural plan change of shape super highrise building how, the construction precedent is not arranged then.
Summary of the invention
Technical problem to be solved by this invention provides a kind of autolifting type variable-shape diassembllable integrated lifting steel plateform system and job practices, and to satisfy narrow and small place, the super highrise building core tube construction that the structural plan change of shape is many needs.
The technical scheme of technical solution problem of the present invention is as follows:
A kind of autolifting type variable-shape diassembllable integrated lifting steel plateform system comprises the steel platform, rises trigger, rigid steel pile, scaffold cradle and bearing pin, and scaffold cradle is fixedlyed connected with the steel platform, it is characterized in that:
Described steel platform is a deformable steel platform, and it comprises girder and secondary beam, and the link node place of girder and secondary beam is provided with tourelle, and secondary beam can be that track moves relative to girder with the girder by tourelle;
The described trigger that rises hangs on the rigid steel pile, fixedlys connected with the steel platform in its lower end that promotes screw mandrel;
Described rigid steel pile is a batten plate formula lattice column, and its lower end is embedded in the core tube shear wall;
Described bearing pin inserts in the lattice hole of lattice column, and the steel platform is shelved on the bearing pin.
The job practices of autolifting type variable-shape diassembllable integrated lifting steel plateform system of the present invention is characterized in that, comprises the steps:
(1), by rising trigger lifting steel platform and scaffold to distortion place of core tube;
(2), newly-increased lattice column is installed on new shear wall, on new lattice column, place and rise trigger and bearing pin, the steel platform is shelved on the new bearing pin;
(3) steel platform girder being added the steel diagonal brace reinforces;
(4) move dismounting secondary beam useless on the route and scaffold cradle in removing, cut off the exposed lattice column in outer, remove that bolt is connected between girder and the movable secondary beam node;
(5) the traction activity secondary beam and the external scaffolding of suspension down thereof, making its integral body is that track moves inwardly into the precalculated position along girder, and girder is fixedlyed connected with movable secondary beam;
(6), cut off unnecessary girder, finish steel platform distortion.
By above disclosed technical scheme as can be known, autolifting type variable-shape diassembllable integrated lifting steel plateform system utilization of the present invention is installed on the interior lattice column of nuclear core tube shear wall as the supporting and the guide rail that climbs, with Lift-slab machine as power, promote whole steel plateform system by promoting the screw mandrel be connected with the steel platform, and the integral level state when controlling the lifting of steel platform with the computer numerical control device.And on part time girder steel, roller is set, these girder steels can be moved inward along main girder steel, finally move on to the precalculated position, finish the distortion of steel platform plane, satisfy the construction needs that nuclear core tube plane changes.
The present invention has following advantage:
1, compare with other whole pin hand construction methods, jumping formwork construction method: the steel platform rises method constructing and overhanging model and has advantages such as good integrity, fully-enclosed safe be good.Be particularly suitable for superelevation layer construction, eliminate high-altitude safe hidden danger to greatest extent in narrow and small place, center, downtown area.For guaranteeing construction safety, engineering was finished smoothly by the predetermined duration played great guaranteeing role.
2, inferior girder steel two ends are provided with roller, and can make time girder steel can be that track moves inward with the girder, arrive the precalculated position, and the steel platform plane can be changed according to the variation of architectural plane, not only save cost but also can ensure the duration.
3, the present invention is used for superelevation layer structure, and whole construction course has self-circulation characteristics, and Using such method can be constructed to any height of design.
4, applicability is strong.Flourish along with construction market, a large amount of super highrise buildings are rised sheer from level ground.And because progress of science and technology, super highrise building adopts the design of variable cross-section more and more, and the present invention just in time can fill up this respect construction technology vacancy.
5, utilize the lifting of Lift-slab machine complete operation platform, reduced the material and the duration of setting up the pin hand.Utilize the big mould of girder steel vertical-lift steel of operating platform, improve work efficiency, reduce the workload of vertical transport.
Description of drawings
Fig. 1～7 autolifting type variable-shape diassembllable integrated lifting steel plateform system construction process of the present invention figure;
Fig. 8 is a steel platform plane System planes structural representation of the present invention;
Fig. 9 moves the node structural representation in the steel platform
Figure 10 is an A-A sectional schematic diagram shown in Figure 9.
The specific embodiment
As Fig. 1, Fig. 8 and shown in Figure 9, autolifting type variable-shape diassembllable integrated lifting steel plateform system of the present invention, comprise steel platform 1, rise trigger 2, rigid steel pile 3, scaffold cradle 4 and bearing pin 5, scaffold cradle 4 is fixedlyed connected with steel platform 1, described steel platform 1 is deformable steel platform, it comprises girder 101 and secondary beam 102, and girder 101 is provided with tourelle 6 with the link node place of secondary beam 102, and secondary beam 102 can be that track moves relative to girder with girder 101 by tourelle 6; The described trigger 2 that rises hangs on the rigid steel pile 3, fixedlys connected with steel platform 1 in its lower end that promotes screw mandrel 201; Described rigid steel pile 3 is a batten plate formula lattice column, and its lower end is embedded in the core tube shear wall 7; Described bearing pin 5 inserts in the lattice hole of lattice column, and steel platform 1 is shelved on the bearing pin 5.
Described secondary beam 102 comprises fixedly secondary beam 103, dismounting secondary beam 104 and movable secondary beam 105, and the node of girder 101 and fixing secondary beam 103 is for being welded to connect, and girder 101 is that bolt is connected with the connected node of dismantling secondary beam 104 and movable secondary beam 105; Described tourelle 6 is arranged on the link node place of girder 101 and movable secondary beam 105.Fixedly the position of secondary beam 103, dismounting secondary beam 104 and movable secondary beam 105 rationally is provided with according to the overall condition of core tube.
Described steel platform girder 101 and secondary beam 102 all adopts i iron, and girder and secondary beam are connected in that same horizontal plane is concordant.
As Fig. 9 and shown in Figure 10, tourelle 6 comprises roller mount and roller 601, roller mount comprises the seat of honour 602, following 603 and Connection Block 604, fixedly connected with the inwall 106 of lower wing plate on movable secondary beam 105 i iron respectively with following 602 in the seat of honour 602, between the described seat of honour 602, following 603 and the Connection Block 604 roller bearing 605 is set respectively, roller 601 is arranged on the roller bearing 605, the rolling surface of roller is a track with the i iron wing plate inwall 107 of girder 101, and described movable secondary beam 105 is fixedlyed connected with girder 101 by Connection Block 604.Girder 101 is provided with 4 tourelles 6 respectively with each node place of movable secondary beam 105.
Described scaffold 4 comprises out-mould scaffold 401 and interior pin hand 402, and out-mould scaffold 401 is connected with the movable secondary beam 105 of steel platform 1.Thereby when in movable secondary beam, moving, out-mould scaffold can be followed in the movable secondary beam integral body move.
Also comprise steel large form 8, described steel large form 8 is fixedly installed on the inside and outside both sides of shear wall.
As shown in Figure 1, the core tube that does not promptly have plane deformation for standard core tube, the sequence of construction of whole Hoisting System is: pre-buried batten plate formula lattice steel column on typical floor, fitting operation platform and Lift-slab machine, assemble scaffold cradle and steel large form, build the concrete of a floor wall, post, beam.After concrete reaches intensity, with batten plate formula lattice steel column spreading, by Lift-slab machine operating platform is risen to new absolute altitude place together with the scaffold cradle of bottom, take template then apart, utilize the hanger under the girder steel that the big mould of steel is hung on a floor, again assembled formwork and water the concrete of walling, post, beam.Repeat aforesaid program at new one deck structure place, successively circulate, last complete removal until top layer.
Describe the job practices of autolifting type variable-shape diassembllable integrated lifting steel plateform system of the present invention in detail below in conjunction with accompanying drawing for distortion place of core tube.
Place 2 electronic Lift-slab machines on the every lattice column, the 72II type that electronic Lift-slab machine adopts petrolem machinery factory, Changshu to produce.When the steel platform promoted state, it is motionless that Lift-slab machine keeps, and drives whole steel platform by being rotated in the forward of screw mandrel and promote together; After the lifting of steel platform put in place, the steel platform was held on the bearing pin and keeps motionless, by the reverse rotation jacking Lift-slab machine of screw mandrel, the Lift-slab machine jacking to the appropriate location, was prepared to promote the steel platform next time.
(1) as shown in Figure 2, by rising trigger lifting steel platform 3 and scaffold 4 to distortion place of core tube; Go up the newly-increased lattice column 3 ' of installation at new shear wall 8 ', on newly-increased lattice column, place Lift-slab machine and bearing pin simultaneously;
(2) as shown in Figure 3, steel platform girder being added steel diagonal brace 108 reinforces;
(3) as shown in Figure 4, with exposed lattice column 6 together with support, diagonal brace cuts off to the external scaffolding bottom 1 meter position once.The pin hand of outstanding anchor in the outside also remove position so far and add 1.8 meters go along with sb. to guard him railing 403.Remove inboard dismounting girder steel, move all template hangers of part in cutting off and polish, get rid of in the roller and move obstacle.
(4) as shown in Figure 5, with moving to steel diagonal brace 108 places in the movable secondary beam 105 of Chain block traction belt roller and out-mould scaffold 401 integral body that hang down thereof.
(5) as shown in Figure 6, cut off the diagonal brace under the girder, move on in once more with the movable secondary beam of Chain block traction belt roller and the out-mould scaffold that hangs down thereof and reach final precalculated position.Span rope is installed at side net place, and it is fixing stressed to hang span rope with tower crane.The girder that to encorbelment cuts off and hangs with tower crane.
(6) as shown in Figure 7, remove unnecessary pin hand, steel platform distortion construction process finishes.
Claims (9)
1. autolifting type variable-shape diassembllable integrated lifting steel plateform system comprises the steel platform, rises trigger, rigid steel pile, scaffold cradle and bearing pin, and scaffold cradle is fixedlyed connected with the steel platform, it is characterized in that:
Described steel platform is a deformable steel platform, and it comprises girder and secondary beam, and the link node place of girder and secondary beam is provided with tourelle, and secondary beam can be that track moves relative to girder with the girder by tourelle;
The described trigger that rises hangs on the rigid steel pile, fixedlys connected with the steel platform in its lower end that promotes screw mandrel;
Described rigid steel pile is a batten plate formula lattice column, and its lower end is embedded in the core tube shear wall;
Described bearing pin inserts in the lattice hole of lattice column, and the steel platform is shelved on the bearing pin.
2. autolifting type variable-shape diassembllable integrated lifting steel plateform system according to claim 1, it is characterized in that, described secondary beam comprises fixedly secondary beam, dismounting secondary beam and movable secondary beam, girder the and fixedly node of secondary beam is for being welded to connect, girder is that bolt is connected with the connected node of dismounting secondary beam and movable secondary beam; Described tourelle is arranged on the link node place of girder and movable secondary beam.
3. autolifting type variable-shape diassembllable integrated lifting steel plateform system according to claim 1 is characterized in that, described steel platform girder and secondary beam all adopt i iron, girder and secondary beam to be connected in that same horizontal plane is concordant.
4. autolifting type variable-shape diassembllable integrated lifting steel plateform system according to claim 3, it is characterized in that, tourelle comprises roller mount and roller, roller mount comprises the seat of honour, following and Connection Block, fixedly connected with the inwall of lower wing plate on the movable secondary beam i iron respectively with following in the seat of honour, between the described seat of honour, following and the Connection Block roller bearing is set respectively, roller is arranged on the roller bearing, the rolling surface of roller is a track with the i iron wing plate inwall of girder, and described movable secondary beam is fixedlyed connected with girder by Connection Block.
5. autolifting type variable-shape diassembllable integrated lifting steel plateform system according to claim 4 is characterized in that, each node place of girder and movable secondary beam is provided with 4 tourelles respectively.
6. autolifting type variable-shape diassembllable integrated lifting steel plateform system according to claim 2 is characterized in that, described scaffold comprises out-mould scaffold and interior pin hand, and out-mould scaffold is connected with the movable secondary beam of steel platform.
7. autolifting type variable-shape diassembllable integrated lifting steel plateform system according to claim 1 is characterized in that, also comprises the steel large form, and described steel large form is fixedly installed on the inside and outside both sides of shear wall.
8. according to the job practices of the described autolifting type variable-shape diassembllable integrated lifting steel plateform system of claim 1 to 7, it is characterized in that, comprise the steps:
(1), by rising trigger lifting steel platform and scaffold to distortion place of core tube;
(2), newly-increased lattice column is installed on new shear wall, on new lattice column, place and rise trigger and bearing pin, the steel platform is shelved on the new bearing pin;
(3) steel platform girder being added the steel diagonal brace reinforces;
(4) move dismounting secondary beam useless on the route and scaffold cradle in removing, cut off the exposed lattice column in outer, remove that bolt is connected between girder and the movable secondary beam node;
(5) the traction activity secondary beam and the external scaffolding of suspension down thereof, making its integral body is that track moves inwardly into the precalculated position along girder, and girder is fixedlyed connected with movable secondary beam;
(6), cut off unnecessary girder, finish steel platform distortion.
9. the job practices of autolifting type variable-shape diassembllable integrated lifting steel plateform system according to claim 8, it is characterized in that, described step (5) also comprise with movable secondary beam and the external scaffolding integrally dragging that hangs down thereof to steel diagonal brace place, cut off the steel diagonal brace, integrally dragging is to the precalculated position once more.
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| CNB2005101121199A CN100365237C (en) | 2005-12-28 | 2005-12-28 | Autolifting type variable-shape diassembllable integrated lifting steel plateform system and construction method thereof |
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| CNB2005101121199A CN100365237C (en) | 2005-12-28 | 2005-12-28 | Autolifting type variable-shape diassembllable integrated lifting steel plateform system and construction method thereof |
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| CN100365237C CN100365237C (en) | 2008-01-30 |
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| CN101191383B (en) * | 2006-11-30 | 2010-11-03 | 上海市第一建筑有限公司 | Integral self-lifting steel platform scaffold template system air split combination constructing method thereof |
| CN102116089A (en) * | 2010-12-31 | 2011-07-06 | 青岛建设集团零零一工程有限公司 | Construction method for integrally lifting large-span type steel beam pulling bar |
| CN101633483B (en) * | 2009-08-13 | 2012-01-11 | 上海市第一建筑有限公司 | Integral lifting apparatus for steel structure net rack |
| CN103711308A (en) * | 2014-01-17 | 2014-04-09 | 上海建工集团股份有限公司 | Tool type steel-column supporting steel platform climbing system and using method thereof |
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| CN1020645C (en) * | 1989-09-12 | 1993-05-12 | 上海市第五建筑工程公司 | Integral elevating system for out-mould scaffold of super-high buildings |
| CN2292856Y (en) * | 1996-05-16 | 1998-09-30 | 中国建筑第三工程局 | Multifunctional scaffold with form |
| CN2359390Y (en) * | 1998-04-30 | 2000-01-19 | 江苏新世建集团有限公司 | Internal wall climbing combined mould |
| JP3602727B2 (en) * | 1998-09-25 | 2004-12-15 | 大成建設株式会社 | Slip form method |
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| CN101633483B (en) * | 2009-08-13 | 2012-01-11 | 上海市第一建筑有限公司 | Integral lifting apparatus for steel structure net rack |
| CN102116089A (en) * | 2010-12-31 | 2011-07-06 | 青岛建设集团零零一工程有限公司 | Construction method for integrally lifting large-span type steel beam pulling bar |
| CN102116089B (en) * | 2010-12-31 | 2015-11-25 | 青岛博海建设集团有限公司 | Large span section steel beam dead man construction method for lifting whole |
| CN103711308A (en) * | 2014-01-17 | 2014-04-09 | 上海建工集团股份有限公司 | Tool type steel-column supporting steel platform climbing system and using method thereof |
| CN103711308B (en) * | 2014-01-17 | 2016-05-04 | 上海建工集团股份有限公司 | Tool-type steel column steel supporting platform climbing system and using method thereof |
| CN107165284A (en) * | 2017-05-15 | 2017-09-15 | 应辉辉 | A kind of quick Fabrication installation method of steel structure platform |
| CN108729664B (en) * | 2018-07-03 | 2023-08-08 | 中国建筑第八工程局有限公司 | Integrated template type connecting device for jacking platform and jacking method of lattice column |
| CN108729664A (en) * | 2018-07-03 | 2018-11-02 | 中国建筑第八工程局有限公司 | The lifting platform jacking method for integrating template type attachment device and lattice column |
| CN109457931A (en) * | 2018-11-07 | 2019-03-12 | 上海建工建集团有限公司 | Tub brace type integral steel platform and its construction method suitable for sloping core construction |
| CN109457931B (en) * | 2018-11-07 | 2024-02-13 | 上海建工一建集团有限公司 | Cylinder frame supporting type integral steel platform suitable for inclined wall construction and construction method thereof |
| CN109403459A (en) * | 2018-11-28 | 2019-03-01 | 东南大学 | A kind of assembled column suspended structure system of achievable folding and expanding rapid construction |
| CN111717838A (en) * | 2020-07-09 | 2020-09-29 | 中建四局安装工程有限公司 | Overall linkage type lifting installation method for electromechanical pipeline of standard layer of super high-rise building |
| CN115012634B (en) * | 2022-06-13 | 2023-06-02 | 上海建工一建集团有限公司 | Steel platform deformation construction structure and method for core tube inclined wall construction |
| CN115012634A (en) * | 2022-06-13 | 2022-09-06 | 上海建工一建集团有限公司 | Steel platform deformation construction structure and method for core tube inclined wall construction |
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