CN102505845A - Quick construction method for high-rise buildings - Google Patents
Quick construction method for high-rise buildings Download PDFInfo
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- CN102505845A CN102505845A CN2011103656076A CN201110365607A CN102505845A CN 102505845 A CN102505845 A CN 102505845A CN 2011103656076 A CN2011103656076 A CN 2011103656076A CN 201110365607 A CN201110365607 A CN 201110365607A CN 102505845 A CN102505845 A CN 102505845A
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Abstract
The invention discloses a quick construction method for high-rise buildings, which includes: hoisting an integral lifting device; positioning all pneumatic pouring mould opening and closing devices; assembling single cradle units integrally to form an integrated mould cradle assembly while fixedly mounting the pneumatic pouring mould opening and closing devices below the integrated mould cradle assembly; starting all four-screw lifters to jack the integrated mould cradle assembly; hoisting reinforcement cages of walls and beams of a floor; falling the integrated mould cradle assembly, driving the pneumatic pouring mould opening and closing devices to close the moulds horizontally; pouring concrete and then opening the moulds after concrete is solidified; lifting the integrated mould cradle assembly upwards; hoisting floor slabs, prefabricated boards for superposed parts of balconies, prefabricated stairs and prefabricated bay windows; laying cast-in-situ reinforcing meshes of the superposed floor slabs and casting concrete on the superposed floor slabs; repeating the above steps until completing building of all floors; and finally removing the integrated mould cradle assembly and a lifting support. The quick construction method for the high-rise buildings has the advantages of quick construction, high construction quality, safety and reliability in construction and low construction cost.
Description
Technical field
The present invention relates to technical field of building construction, particularly relate to the method for highrise building rapid construction.
Background technology
At present, the building trade construction is general adopts manual work to build all kinds of scaffolds, the artificial auxilliary building mould of building; Reinforcing bar in artificial field Welding body of wall and the column; The a dead lift template, often quality can't guarantee, labour intensity is big, the duration is slow, cost is high and the potential safety hazard of existence is many.
Yet; Society in that current human cost increases gradually for addressing the above problem, provides a kind of and can improve the construction safety reliability; Can improve speed of application greatly, guarantee construction quality, the technology of method that can also reduce the highrise building rapid construction of construction cost simultaneously seems particularly important.
Summary of the invention
The objective of the invention is to avoid weak point of the prior art and a kind of construction safety reliability that can improve is provided, can improve speed of application greatly, guarantee construction quality, can also reduce the method for the highrise building rapid construction of construction cost simultaneously.
The object of the invention is realized through following technical scheme:
The method of highrise building rapid construction is provided, has included following steps:
Step 1 has extremely been carried out the building site of building floor according to building design drawing lifting integral lifting apparatus, and has been carried out the lifting and the assembling of lifting support; Wherein said integral lifting apparatus is four screw mandrel lifting gears;
Step 2 is put all pneumatic cast die opening and closing devices and to be put in place according to the position of building design drawing;
Step 3; Top with pylon unit handling in bulk to said pneumatic cast die opening and closing device; And said pylon unit in bulk is assembled into the unitary mould pylon; Simultaneously said unitary mould pylon is connected with the lifting support at top respectively, simultaneously said pneumatic cast die opening and closing device is fixedly installed in the below of said unitary mould pylon;
Step 4 starts all four screw mandrel lifting gears, and lifting support rises synchronously, and said unitary mould pylon of jack-up and said pneumatic cast die opening and closing device also rise thereupon synchronously;
Step 5 is assembled hanging device outside the building outline line, said crane gear is got into operation in the building outline line, wall, the beam steel cage of lifting first floor;
Step 6 starts all four screw mandrel lifting gears, said unitary mould pylon falling to said pneumatic cast die opening and closing device is all enclosed wall, the beam steel cage of said first floor, and drive the horizontal matched moulds of said pneumatic cast die opening and closing device;
Step 7, fluid concrete, treat concrete setting after, drive the die sinking of said pneumatic cast die opening and closing device;
Step 8 starts all four screw mandrel lifting gears, and said unitary mould pylon is upwards promoted;
Step 9 gets into operation in the building outline line with said hanging device, lifting floor, the superimposed part precast plate of sunlight, precast stair and the prefabricated window that wafts;
Step 11 repeats above-mentioned steps four to step 10, thereby accomplishes the construction of all floors;
Step 12 is removed unitary mould mast-up and lifting support.
Wherein, The side of four screw mandrel lifting gears in the said step 1 is provided with the storing lifting gear; And the lifting support transport that is used with said four screw mandrel lifting gears and said storing lifting gear; Said lifting support, is transported in the said four screw mandrel lifting gears through said lifting support transport in said storing lifting gear through said hanging device handling again.
Wherein, said four screw mandrel lifting gears include frame, four leading screw and nut mechanisms, transmission mechanism, up-down drive motor, two lifting forks and two lifting forks dislocation drive units; Said frame includes four columns; Said four leading screw and nut mechanisms vertically are provided with along said four columns respectively, and said leading screw and nut mechanism includes elevating screw and lifting nut, and said lifting nut and said elevating screw are connected; Said transmission mechanism includes sprocket chain strip transmission mechanism and synchronous sprocket wheel transmission mechanism; Said up-down drive motor drives through said sprocket chain strip transmission mechanism and said synchronous sprocket wheel transmission mechanism and elevating screw in said four leading screw and nut mechanisms successively and is connected; Said two promote the opposite side that fork is arranged at said frame respectively; The two ends of said lifting fork are connected through sliding sleeve with said lifting nut respectively; A wherein end of said lifting fork is provided with projection to the extension of the outside of said frame; Be wound with the corner spring on the said lifting fork, the inboard of said lifting fork is provided with two and promotes hanging block; Said two promote that forks dislocation drive units are arranged at the outside of said frame respectively and drive with the projection of said lifting fork setting and are connected.
Wherein, said storing lifting gear includes frame, first power transmission shaft and second power transmission shaft, lifting gear, transmission mechanism, steering mechanism and up-down drive motor; Said frame includes upper frame; Said first power transmission shaft and second power transmission shaft are arranged at the opposite side of said upper frame; Said lifting gear includes and promotes sprocket wheel, is arranged at driven lifting sprocket wheel under the said lifting sprocket wheel, is set around the lifting chain of said lifting sprocket wheel and said driven lifting sprocket wheel; And being vertically installed in the guide rail between said lifting sprocket wheel and the said driven lifting sprocket wheel, the upper and lower of said guide rail is provided with arc groove; Said lifting sprocket wheel is arranged at respectively on said first power transmission shaft and said second power transmission shaft, and the arranged outside of said lifting chain has the lifting hanging block, said lifting hanging block with said lifting chain around said lifting sprocket wheel and said driven lifting sprocket rotation; Said transmission mechanism includes head sprocket, first drive sprocket, second drive sprocket and first driving chain; Said first driving chain is set around said head sprocket and said first drive sprocket; Said first drive sprocket and the coaxial setting of said second drive sprocket, said second drive sprocket and said first power transmission shaft are connected; Said steering mechanism includes the 3rd drive sprocket, transition wheel, turns to the idle pulley and second driving chain; Said second driving chain is set around said second drive sprocket, said transition wheel, the said outside that turns to idle pulley and said the 3rd drive sprocket respectively, and said the 3rd drive sprocket and said second power transmission shaft are connected; Said up-down drive motor drives with said drive sprocket and is connected.
Wherein, Said lifting support transport is arranged at the below of the frame of said four screw mandrel lifting gears and said storing lifting gear; Said lifting support transport includes base, and the Dumbwaiter that is arranged at the conveying motor of said base top, the conveying screw mandrel that is connected with said conveying motor driven, conveying nut, guide rail, reciprocatingly slides and cooperate with said guide rail; Said conveying nut is fixedly arranged on said Dumbwaiter and matches with said conveying screw mandrel and is connected.
Wherein, the pneumatic cast die opening and closing device that is adopted includes a plurality of interactional die opening and closing unit; Said die opening and closing unit includes and drives cylinder, fixed mount, and the mould that is arranged at the said fixed mount outside; Said mould includes outer mould skeleton and internal layer template; The top of said mould is provided with translation mechanism, and said translation mechanism includes semi girder track, pulley and pulley base, and an end of said semi girder track is fixed in said fixed mount, and said pulley is fixed in the top of said mould through said pulley base; Said pulley cooperates with said semi girder slide; The cylinder body of said driving cylinder is fixed in said fixed mount, and the piston rod of said driving cylinder is fixedly connected with said internal layer template.
Wherein, said hanging device comprises double beams electric hoist or driving.
Wherein, also be provided with and be used to promote auxiliary material and carry constructor's vertical elevator.
Wherein, said lifting support whenever is horizontally arranged with one group at a distance from 16.8 meters and stablizes collar tie beam.
Beneficial effect of the present invention: the method for highrise building rapid construction of the present invention is different from the method for high-building construction traditional in the prior art; Thoroughly change present employing manual work and built all kinds of scaffolds; The artificial auxilliary building mould of building, the reinforcing bar in artificial field Welding body of wall and the column, a dead lift template; The quality of being brought can't guarantee; The present situation that labour intensity is big, the duration is slow, cost is high, potential safety hazard is many has that speed of application is fast, construction quality is high, the construction safety good reliability, and the lower characteristics of construction cost.
Description of drawings
Utilize accompanying drawing that invention is described further, but the embodiment in the accompanying drawing do not constitute any restriction of the present invention,, under the prerequisite of not paying creative work, can also obtain other accompanying drawing according to following accompanying drawing for those of ordinary skill in the art.
Fig. 1 is work flow one structural representation of the method for highrise building rapid construction of the present invention.
Fig. 2 is work flow two structural representations of the method for highrise building rapid construction of the present invention.
Fig. 3 is work flow three structural representations of the method for highrise building rapid construction of the present invention.
Fig. 4 is work flow four structural representations of the method for highrise building rapid construction of the present invention.
Fig. 5 is work flow five structural representations of the method for highrise building rapid construction of the present invention.
Fig. 6 is work flow six structural representations of the method for highrise building rapid construction of the present invention.
Fig. 7 is work flow seven structural representations of the method for highrise building rapid construction of the present invention.
Fig. 8 is work flow eight structural representations of the method for highrise building rapid construction of the present invention.
Fig. 9 is the structural representation of the lifting support that adopts of the present invention.
Figure 10 is the structural representation of the lifting support transport that adopts of the present invention.
Figure 11 is the structural representation of the four screw mandrel lifting gears that adopt of the present invention.
Figure 12 is the structural representation of the storing lifting gear that adopts of the present invention.
Figure 13 is the structural representation of the pneumatic cast die opening and closing device that adopts of the present invention.
In Fig. 1 to Figure 13, include:
100---the unitary mould pylon,
200---pneumatic cast die opening and closing device, 201---fixed mount, 202---cylinder body, 203---piston rod, 204---roof pressure portion, 205---internal layer template, 206---pulley, 207---pulley base, 208---semi girder track, 209---outer mould skeleton, 210---mould die opening and closing unit, corner, 211---mould die opening and closing unit, plane,
300---four screw mandrel lifting gears, 307---synchronization chain, 308---corner spring, 309---driven sprocket, 310---driving chain, 311---drive sprocket, 312---up-down drive motor, 313---lifting nut, 314---elevating screw, 315---column, 316---frame, 317---sliding sleeve, 318---up-down chain wheel set, 319---promote fork, 320---projection, 321---lifting fork drive motor, 322---lifting hanging block,
400---lifting support, 401---boss,
500---lifting support transport, 501---carry motor, 502---carry screw mandrel, 503---base, 504---guide rail, 505---conveying nut, 506---Dumbwaiter,
600---hanging device,
700---wall, beam steel cage,
801---the superimposed part precast plate of the prefabricated window that wafts, 802---floor, 803---sunlight,
907---driven lifting sprocket wheel; 908---promote chain; 909---transition wheel; 910---the 3rd drive sprocket; 911---turn to idle pulley; 912---bearing support; 913---promote sprocket wheel; 914---lift rail; 915---second power transmission shaft; 916---frame; 9161---upper frame; 917---arc groove; 918---first power transmission shaft; 919---second drive sprocket; 920---first drive sprocket; 921---first driving chain; 922---head sprocket; 923---the up-down drive motor; 924---second driving chain; 925---promote hanging block.
The specific embodiment
In conjunction with following examples the present invention is further described.
The specific embodiment of the method for highrise building rapid construction of the present invention to shown in Figure 8, includes following steps like Fig. 1:
Step 1 has extremely been carried out the building site of building floor according to building design drawing lifting integral lifting apparatus, and has been carried out the lifting and the assembling of lifting support 400; Wherein said integral lifting apparatus is four screw mandrel lifting gears 300; Concrete; The side of four screw mandrel lifting gears 300 in the said step 1 is provided with the storing lifting gear; And the lifting support transport 500 that is used with said four screw mandrel lifting gears 300 and said storing lifting gear; Said lifting support 400, is transported in the said four screw mandrel lifting gears 300 through said lifting support transport 500 in said storing lifting gear through said hanging device 600 handlings again.Can be through standard hanging device 600 with above-mentioned all devices handling to the building site of carrying out building floor; Begin on ground to install by standard hanging device 600; All four screw mandrel lifting gears 300 promptly are installed; All lifting support transports 500 are installed, and all storing lifting gears are installed.
Step 2 is put all pneumatic cast die opening and closing devices 200 and to be put in place according to the position of building design drawing.
Step 3; Top with pylon unit handling in bulk to said pneumatic cast die opening and closing device 200; And said pylon unit in bulk is assembled into unitary mould pylon 100; After treating that 100 assemblings of unitary mould pylon are accomplished, more said unitary mould pylon 100 is connected with the lifting support 400 at top respectively, simultaneously said pneumatic cast die opening and closing device 200 is fixedly installed in the below of said unitary mould pylon 100.
Step 4 starts all four screw mandrel lifting gears 300, and lifting support 400 rises synchronously, and the said unitary mould pylon 100 of jack-up also rises with said pneumatic cast die opening and closing device 200 thereupon synchronously.Be specially unitary mould lifting hanger and promote 2.8 meters by four screw mandrel lifting gears 300.Lifting support 400 is hung in the storing lifting gear by standard hanging device 600, through storing lifting gear and lifting support transport 500, with the close fit of four screw mandrel lifting gears 300, lifting support 400 can be connected with unitary mould pylon 100.
Step 5 is assembled hanging device 600 outside the building outline line, said crane gear 600 is got into operation in the building outline line, wall, the beam steel cage 700 of lifting first floor.The wall of first floor, beam steel cage 700 lift assigned address by standard hanging device 600 by building design drawing.Can guarantee that like this all pneumatic cast die opening and closing devices 200 just in time surround all body of wall reinforcing bars when four screw mandrel lifting gears 300 descend.
Step 6; Start all four screw mandrel lifting gears 300; Said unitary mould pylon 100 falling to said pneumatic cast die opening and closing devices 200 are all enclosed wall, the beam steel cage 700 of said first floor, and drive said pneumatic cast die opening and closing device 200 horizontal matched moulds; Because all four screw mandrel lifting gears 300 all are provided with the stepping synchronous control system; Can guarantee that all four screw mandrel lifting gears 300 can rise synchronously; Start four screw mandrel lifting gears 300 and upwards promote, because lifting support 400 is fixing with unitary mould pylon 100 again, all pneumatic cast die opening and closing devices 200 are fixed on again on the unitary mould pylon 100; Like this, all pneumatic cast die opening and closing devices 200 just can move up and down with four moving up and down of screw mandrel lifting gear 300 simultaneously.The falling here is that unitary mould pylon 100 falls 8.4 meters through lifting support 400 after rise by 300 minutes three times integral body of four screw mandrel lifting gears.
Step 7, fluid concrete, treat concrete setting after, drive 200 die sinkings of said pneumatic cast die opening and closing device.
Step 8 starts all four screw mandrel lifting gears 300, and said unitary mould pylon 100 is upwards promoted; Promote three lifting supports 400 300 minutes three times by four screw mandrel lifting gears, rise 8.4 meters until unitary mould pylon 100.
Step 9 gets into operation in the building outline lines with said hanging device 600, the superimposed part precast plate of lifting floor 802, sunlight 803, precast stair and the prefabricated window 801 that wafts.
Step 11 repeats above-mentioned steps four to step 10, thereby accomplishes the construction of all floors.
Step 12 is removed unitary mould mast-up and lifting support 400.After the floor building is all accomplished, remove the unitary mould mast-up by tower crane, tower crane rotates to outside the building outline line then.Lifting support 400 is driven by four screw mandrel lifting gears 300, and one saves the falling that descends, and is seen off one by one by lifting support transport 500, is stored by the storing lifting gear again, transports the job site by 600 liftings of standard hanging device, and so far whole operation is accomplished.
Wherein, comprise (1) lifting wall, beam steel cage 700 among Fig. 1; (2) ground assembling unitary mould pylon 100; (3) at the bottom of the wall of cast-in-place first floor, beam concrete to the plate; Comprise 8.4 meters of 100 minutes three times whole liftings of (1) unitary mould pylon among Fig. 2; (2) assembling hanging device 600; (3) lifting floor 802, the superimposed part precast plate 803 of sunlight; (4) hoisting prefabricated stair and the prefabricated window 801 that wafts; (5) lay the cast-in-place part steel mesh reinforcement of superimposed sheet; (6) cast-in-place superimposed sheet flooring top concrete; Fig. 3 comprises that (1) unitary mould pylon 100 promotes 2.8 meters; (2) wall, the beam steel cage 700 of lifting two floors; Fig. 4 comprises that (1) hanging device 600 retreats to outside the building outline line; (2) 100 minutes three times whole fallings of unitary mould pylon are 8.4 meters; (3) at the bottom of the wall of cast-in-place two floors, beam concrete to the three ply board; Fig. 5 repeats the correlation step among Fig. 2, and Fig. 6 repeats the correlation step among Fig. 3; Fig. 7 repeats the correlation step among Fig. 4; Fig. 8 repeats the correlation step among Fig. 2 again, has built up to whole floors.
Lifting support 400 as shown in Figure 9, as to be adopted in the method for above-mentioned highrise building rapid construction, it is made up of four supporting legs, and the outside of supporting leg is provided with boss 401 simultaneously, is provided with pointed inserted terminal at the top of four supporting legs.
Shown in figure 11; The four screw mandrel lifting gears 300 that adopted in the method for above-mentioned highrise building rapid construction include frame 316, four leading screw and nut mechanisms, transmission mechanism, lifting drive, two and promote forks 319 and two and promote forks dislocation drive units; Said frame 316 includes four columns 315; Four leading screw and nut mechanisms vertically are provided with along four columns 315 respectively, and leading screw and nut mechanism includes elevating screw 314 and lifting nut 313, and lifting nut 313 is connected with elevating screw 314; Transmission mechanism includes sprocket chain strip transmission mechanism and synchronous sprocket wheel transmission mechanism; Lifting drive is connected with elevating screw 314 drivings in four leading screw and nut mechanisms through sprocket chain strip transmission mechanism and synchronous sprocket wheel transmission mechanism successively; Two promote the opposite side that fork 319 is arranged at frame 316 respectively; The two ends that promote fork 319 are connected through sliding sleeve 317 with lifting nut 313 respectively; A wherein end that promotes fork 319 is provided with projection 320 to the extension of the outside of frame 316; Promote on the fork 319 and be wound with corner spring 308, the inboard that promotes fork 319 is provided with two and promotes hanging block 322; Two promote fork 319 dislocation drive units be arranged at respectively frame 316 the outside and with promote projection 320 that fork 319 is provided with and drive and be connected.Wherein, corner spring 308 has the effect of stage clip and torsion spring simultaneously concurrently, promotes fork 319 under the effect of this corner spring 308; When running into and promote the external force of fork 319 vertical direction; This lifting fork 319 can be swung corresponding angle, and when external force disappears, automatically resets; Simultaneously, when running into the external force of edge lifting fork 319 horizontal directions, this lifting fork 319 can move forward, and when external force disappears, automatically resets.
Storing lifting gear shown in figure 12, as to be adopted in the method for above-mentioned highrise building rapid construction includes frame 916, first power transmission shaft 918 and second power transmission shaft 915, lifting gear, transmission mechanism, steering mechanism and lifting drive; Frame 916 includes upper frame 9161; First power transmission shaft 918 and second power transmission shaft 915 are arranged at the opposite side of upper frame 9161; Lifting gear includes and promotes sprocket wheel 913, be arranged at the driven lifting sprocket wheel 907 that promotes under the sprocket wheel 913, be set around the lifting chain 908 that promotes sprocket wheel 913 and driven lifting sprocket wheel 907, and is vertically installed in the lift rail 914 that promotes between sprocket wheel 913 and the driven lifting sprocket wheel 907; Promote sprocket wheel 913 and be arranged at respectively on first power transmission shaft 918 and second power transmission shaft 915, the arranged outside that promotes chain 908 has the hanging block 925 of lifting, promotes hanging block 925 and rotates with driven lifting sprocket wheel 907 around promoting sprocket wheel 913 with promoting chain 908; Transmission mechanism includes head sprocket 922, first drive sprocket 920, second drive sprocket 919 and first driving chain 921; First driving chain 921 is set around the head sprocket 922 and first drive sprocket 920; First drive sprocket 920 and the 919 coaxial settings of second drive sprocket, second drive sprocket 919 and first power transmission shaft 918 are connected; Steering mechanism includes the 3rd drive sprocket 910, transition wheel 909, turns to the idle pulley 911 and second driving chain 924; Second driving chain 924 is set around second drive sprocket 919, transition wheel 909 respectively, turns to the outside of idle pulley 911 and the 3rd drive sprocket 910, and the 3rd drive sprocket 910 and second power transmission shaft 915 are connected; Lifting drive drives with drive sprocket and is connected.
Like Figure 10, Figure 11 and shown in Figure 12; The lifting support transport 500 that is adopted in the method for above-mentioned highrise building rapid construction; Be arranged at the below of the frame of said four screw mandrel lifting gears 300 and said storing lifting gear; Said lifting support transport 500 includes base 503, and the Dumbwaiter 506 that is arranged at the conveying motor 501 of said base 503 tops, drives the conveying screw mandrel 502 that is connected, conveying nut 505, guide rail 504, reciprocatingly slides and cooperate with said guide rail with said conveying motor 501; Said conveying nut 505 is fixedly arranged on said Dumbwaiter 506 and matches with said conveying screw mandrel 502 and is connected.
Shown in figure 10, four angles of the Dumbwaiter 506 in this lifting support transport 500 are respectively arranged with and are used to support the location division of treating transfer unit.In actual the use, lifting support 400 just in time falls in the location division on the Dumbwaiter 506 by other machinery, helps the location of lifting support 400, is convenient to stable transportation, prevents skew.
Concrete, said location division includes base plate 513 and sidepiece baffle plate 514, said base plate 513 and said sidepiece baffle plate 514 vertical settings.Locating effect is better.
Pneumatic cast die opening and closing device 200 shown in figure 12, as to be adopted in the method for above-mentioned highrise building rapid construction includes a plurality of interactional die opening and closing unit; Said die opening and closing unit includes and drives cylinder, fixed mount 201, and the mould that is arranged at said fixed mount 201 outsides; Said mould includes outer mould skeleton 209 and internal layer template 205; The top of said mould is provided with translation mechanism; Said translation mechanism includes semi girder track 208, pulley 206 and pulley base 207; One end of said semi girder track 208 is fixed in said fixed mount 201, and said pulley 206 is fixed in the top of said mould through said pulley base 207; Said pulley 206 is slidingly matched with said semi girder track 208; The cylinder body 202 of said driving cylinder is fixed in said fixed mount 201, and the piston rod 203 of said driving cylinder is fixedly connected with said internal layer template 205.
The hanging device 600 that is adopted in the method for above-mentioned highrise building rapid construction comprises double beams electric hoist or driving.
In the method for above-mentioned highrise building rapid construction, also be provided with and be used to promote auxiliary material and carry constructor's vertical elevator.
In the method for above-mentioned highrise building rapid construction, lifting support 400 whenever is horizontally arranged with one group at a distance from 16.8 meters and stablizes collar tie beam.
Should be noted that at last; Above embodiment is only in order to explain technical scheme of the present invention; But not to the restriction of protection domain of the present invention, although with reference to preferred embodiment the present invention has been done explanation at length, those of ordinary skill in the art is to be understood that; Can make amendment or be equal to replacement technical scheme of the present invention, and not break away from the essence and the scope of technical scheme of the present invention.
Claims (9)
1. the method for highrise building rapid construction is characterized in that, includes following steps:
Step 1 has extremely been carried out the building site of building floor according to building design drawing lifting integral lifting apparatus, and has been carried out the lifting and the assembling of lifting support; Wherein said integral lifting apparatus is four screw mandrel lifting gears;
Step 2 is put all pneumatic cast die opening and closing devices and to be put in place according to the position of building design drawing;
Step 3; Top with pylon unit handling in bulk to said pneumatic cast die opening and closing device; And said pylon unit in bulk is assembled into the unitary mould pylon; Simultaneously said unitary mould pylon is connected with the lifting support at top respectively, simultaneously said pneumatic cast die opening and closing device is fixedly installed in the below of said unitary mould pylon;
Step 4 starts all four screw mandrel lifting gears, and lifting support rises synchronously, and said unitary mould pylon of jack-up and said pneumatic cast die opening and closing device also rise thereupon synchronously;
Step 5 is assembled hanging device outside the building outline line, said crane gear is got into operation in the building outline line, wall, the beam steel cage of lifting first floor;
Step 6 starts all four screw mandrel lifting gears, said unitary mould pylon falling to said pneumatic cast die opening and closing device is all enclosed wall, the beam steel cage of said first floor, and drive the horizontal matched moulds of said pneumatic cast die opening and closing device;
Step 7, fluid concrete, treat concrete setting after, drive the die sinking of said pneumatic cast die opening and closing device;
Step 8 starts all four screw mandrel lifting gears, and said unitary mould pylon is upwards promoted;
Step 9 gets into operation in the building outline line with said hanging device, lifting floor, the superimposed part precast plate of sunlight, precast stair and the prefabricated window that wafts;
Step 10 is laid cast-in-place part steel mesh reinforcement of laminated floor slab and cast-in-place laminated floor slab flooring top concrete;
Step 11 repeats above-mentioned steps four to step 10, thereby accomplishes the construction of all floors;
Step 12 is removed unitary mould mast-up and lifting support.
2. the method for highrise building rapid construction according to claim 1; It is characterized in that: the side of four screw mandrel lifting gears in the said step 1 is provided with the storing lifting gear; And the lifting support transport that is used with said four screw mandrel lifting gears and said storing lifting gear; Said lifting support, is transported in the said four screw mandrel lifting gears through said lifting support transport in said storing lifting gear through said hanging device handling again.
3. the method for highrise building rapid construction according to claim 2 is characterized in that: said four screw mandrel lifting gears include frame, four leading screw and nut mechanisms, transmission mechanism, up-down drive motor, two lifting forks and two lifting forks dislocation drive units; Said frame includes four columns; Said four leading screw and nut mechanisms vertically are provided with along said four columns respectively, and said leading screw and nut mechanism includes elevating screw and lifting nut, and said lifting nut and said elevating screw are connected; Said transmission mechanism includes sprocket chain strip transmission mechanism and synchronous sprocket wheel transmission mechanism; Said up-down drive motor drives through said sprocket chain strip transmission mechanism and said synchronous sprocket wheel transmission mechanism and elevating screw in said four leading screw and nut mechanisms successively and is connected; Said two promote the opposite side that fork is arranged at said frame respectively; The two ends of said lifting fork are connected through sliding sleeve with said lifting nut respectively; A wherein end of said lifting fork is provided with projection to the extension of the outside of said frame; Be wound with the corner spring on the said lifting fork, the inboard of said lifting fork is provided with two and promotes hanging block; Said two promote that forks dislocation drive units are arranged at the outside of said frame respectively and drive with the projection of said lifting fork setting and are connected.
4. the method for highrise building rapid construction according to claim 2 is characterized in that: said storing lifting gear includes frame, first power transmission shaft and second power transmission shaft, lifting gear, transmission mechanism, steering mechanism and up-down drive motor; Said frame includes upper frame; Said first power transmission shaft and second power transmission shaft are arranged at the opposite side of said upper frame; Said lifting gear includes and promotes sprocket wheel, is arranged at driven lifting sprocket wheel under the said lifting sprocket wheel, is set around the lifting chain of said lifting sprocket wheel and said driven lifting sprocket wheel; And being vertically installed in the guide rail between said lifting sprocket wheel and the said driven lifting sprocket wheel, the upper and lower of said guide rail is provided with arc groove; Said lifting sprocket wheel is arranged at respectively on said first power transmission shaft and said second power transmission shaft, and the arranged outside of said lifting chain has the lifting hanging block, said lifting hanging block with said lifting chain around said lifting sprocket wheel and said driven lifting sprocket rotation; Said transmission mechanism includes head sprocket, first drive sprocket, second drive sprocket and first driving chain; Said first driving chain is set around said head sprocket and said first drive sprocket; Said first drive sprocket and the coaxial setting of said second drive sprocket, said second drive sprocket and said first power transmission shaft are connected; Said steering mechanism includes the 3rd drive sprocket, transition wheel, turns to the idle pulley and second driving chain; Said second driving chain is set around said second drive sprocket, said transition wheel, the said outside that turns to idle pulley and said the 3rd drive sprocket respectively, and said the 3rd drive sprocket and said second power transmission shaft are connected; Said up-down drive motor drives with said drive sprocket and is connected.
5. according to the method for claim 3 or 4 described highrise building rapid constructions; It is characterized in that: said lifting support transport is arranged at the below of the frame of said four screw mandrel lifting gears and said storing lifting gear; Said lifting support transport includes base, and the Dumbwaiter that is arranged at the conveying motor of said base top, the conveying screw mandrel that is connected with said conveying motor driven, conveying nut, guide rail, reciprocatingly slides and cooperate with said guide rail; Said conveying nut is fixedly arranged on said Dumbwaiter and matches with said conveying screw mandrel and is connected.
6. the method for highrise building rapid construction according to claim 1 is characterized in that: the pneumatic cast die opening and closing device that is adopted includes a plurality of interactional die opening and closing unit; Said die opening and closing unit includes and drives cylinder, fixed mount, and the mould that is arranged at the said fixed mount outside; Said mould includes outer mould skeleton and internal layer template; The top of said mould is provided with translation mechanism, and said translation mechanism includes semi girder track, pulley and pulley base, and an end of said semi girder track is fixed in said fixed mount, and said pulley is fixed in the top of said mould through said pulley base; Said pulley cooperates with said semi girder slide; The cylinder body of said driving cylinder is fixed in said fixed mount, and the piston rod of said driving cylinder is fixedly connected with said internal layer template.
7. the method for highrise building rapid construction according to claim 1 is characterized in that: said hanging device comprises double beams electric hoist or driving.
8. the method for highrise building rapid construction according to claim 1 is characterized in that: also be provided with and be used to promote auxiliary material and carry constructor's vertical elevator.
9. the method for highrise building rapid construction according to claim 1 is characterized in that: said lifting support whenever is horizontally arranged with one group at a distance from 16.8 meters and stablizes collar tie beam.
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| CN201110365607.6A CN102505845B (en) | 2011-11-17 | 2011-11-17 | Quick construction method for high-rise buildings |
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| CN201110365607.6A CN102505845B (en) | 2011-11-17 | 2011-11-17 | Quick construction method for high-rise buildings |
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| CN103982040A (en) * | 2014-05-06 | 2014-08-13 | 中建三局集团有限公司 | Vertical comprehensive transportation device for super high-rise building construction |
| CN105040974A (en) * | 2015-07-15 | 2015-11-11 | 中国建筑第二工程局有限公司 | Elastic supporting platform for bay window construction and bay window construction method |
| CN106150079A (en) * | 2016-07-14 | 2016-11-23 | 深圳市卓越工业化智能建造开发有限公司 | Make building machine in the air |
| CN106555473A (en) * | 2015-09-30 | 2017-04-05 | 李宜君 | The glue strip type pantograph structure of concave character type floor shaped device |
| CN106555475A (en) * | 2015-09-30 | 2017-04-05 | 李宜君 | Concave character type architecture construction method |
| CN106555474A (en) * | 2015-09-30 | 2017-04-05 | 李宜君 | Concave character type building template group construction method |
| CN106555471A (en) * | 2015-09-30 | 2017-04-05 | 李宜君 | The exterior wall set of molds of concave character type floor shaped device sets construction |
| CN106555472A (en) * | 2015-09-30 | 2017-04-05 | 李宜君 | The glue of concave character type floor shaped device covers formula pantograph structure |
| CN106555479A (en) * | 2015-09-30 | 2017-04-05 | 李宜君 | The hanging device of concave character type floor shaped device |
| CN106869473A (en) * | 2017-04-06 | 2017-06-20 | 北京建筑机械化研究院 | The liftable operation platform and its construction method of assembled architecture |
| CN107777262A (en) * | 2017-09-06 | 2018-03-09 | 湖北中浩建筑有限责任公司 | A kind of skyscraper various dimensions material-transporting system and its installation method |
| CN107792789A (en) * | 2017-09-22 | 2018-03-13 | 河北卓达建材研究院有限公司 | The mobile dress building machine of one kind |
| CN112727074A (en) * | 2020-12-28 | 2021-04-30 | 乾日安全科技(北京)有限公司 | Building machine and building construction method |
| CN113216650A (en) * | 2021-05-19 | 2021-08-06 | 西南石油大学 | Integral lifting type automatic building construction platform |
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| CN103982040A (en) * | 2014-05-06 | 2014-08-13 | 中建三局集团有限公司 | Vertical comprehensive transportation device for super high-rise building construction |
| CN103982040B (en) * | 2014-05-06 | 2016-08-17 | 中建三局集团有限公司 | A kind of construction of super highrise building vertical multi-transportation device |
| CN105040974A (en) * | 2015-07-15 | 2015-11-11 | 中国建筑第二工程局有限公司 | Elastic supporting platform for bay window construction and bay window construction method |
| CN105040974B (en) * | 2015-07-15 | 2017-06-27 | 中国建筑第二工程局有限公司 | Elastic supporting platform for bay window construction and bay window construction method |
| CN106555474A (en) * | 2015-09-30 | 2017-04-05 | 李宜君 | Concave character type building template group construction method |
| CN106555475B (en) * | 2015-09-30 | 2019-03-01 | 李宜君 | Concave character type architecture construction method |
| CN106555473A (en) * | 2015-09-30 | 2017-04-05 | 李宜君 | The glue strip type pantograph structure of concave character type floor shaped device |
| CN106555471A (en) * | 2015-09-30 | 2017-04-05 | 李宜君 | The exterior wall set of molds of concave character type floor shaped device sets construction |
| CN106555472A (en) * | 2015-09-30 | 2017-04-05 | 李宜君 | The glue of concave character type floor shaped device covers formula pantograph structure |
| CN106555479A (en) * | 2015-09-30 | 2017-04-05 | 李宜君 | The hanging device of concave character type floor shaped device |
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| CN106555479B (en) * | 2015-09-30 | 2019-12-24 | 李宜君 | Hoisting equipment of concave floor forming device |
| CN106555475A (en) * | 2015-09-30 | 2017-04-05 | 李宜君 | Concave character type architecture construction method |
| CN106555472B (en) * | 2015-09-30 | 2018-11-20 | 李宜君 | The glue of concave character type floor molding machine covers formula pantograph structure |
| CN106555471B (en) * | 2015-09-30 | 2018-11-20 | 李宜君 | The exterior wall set of molds of concave character type floor molding machine sets construction |
| CN106555473B (en) * | 2015-09-30 | 2018-11-20 | 李宜君 | The glue strip type pantograph structure of concave character type floor molding machine |
| CN106555474B (en) * | 2015-09-30 | 2018-11-20 | 李宜君 | Concave character type building template group construction method |
| CN106150079B (en) * | 2016-07-14 | 2018-06-26 | 深圳市卓越工业化智能建造开发有限公司 | Make building machine in the air |
| CN106150079A (en) * | 2016-07-14 | 2016-11-23 | 深圳市卓越工业化智能建造开发有限公司 | Make building machine in the air |
| CN106869473B (en) * | 2017-04-06 | 2019-07-09 | 北京建筑机械化研究院 | The liftable operation platform and its construction method of assembled architecture |
| CN106869473A (en) * | 2017-04-06 | 2017-06-20 | 北京建筑机械化研究院 | The liftable operation platform and its construction method of assembled architecture |
| CN107777262A (en) * | 2017-09-06 | 2018-03-09 | 湖北中浩建筑有限责任公司 | A kind of skyscraper various dimensions material-transporting system and its installation method |
| CN107792789A (en) * | 2017-09-22 | 2018-03-13 | 河北卓达建材研究院有限公司 | The mobile dress building machine of one kind |
| CN112727074A (en) * | 2020-12-28 | 2021-04-30 | 乾日安全科技(北京)有限公司 | Building machine and building construction method |
| CN112727074B (en) * | 2020-12-28 | 2021-08-27 | 乾日安全科技(北京)有限公司 | Building machine and building construction method |
| CN113216650A (en) * | 2021-05-19 | 2021-08-06 | 西南石油大学 | Integral lifting type automatic building construction platform |
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