CN1136632A

CN1136632A - Monolithic lifting all-weather construction complex system for high-rise building

Info

Publication number: CN1136632A
Application number: CN 95110777
Authority: CN
Inventors: 周忠
Original assignee: Individual
Current assignee: Individual
Priority date: 1995-05-22
Filing date: 1995-05-22
Publication date: 1996-11-27

Abstract

The construction installation for high-rise buildings is composed of outer scaffold, construction partition device, external wall form, lifting mechanism and construction covering shade portion, in which the construction partition device is fixed on the outer scaffold, external wall form is supported on the outer scaffold, the lifting mechanism is fixed on the external wall, then is connected with the outer scaffold, and the inside of retractable covering shade is connected to the trussed beam by means of internal supporting note devices, and its external side is placed on the outer scaffold by means of external supporting note devices. Said invention can save labour, material and investment, and can greatly shorten construction period.

Description

Monolithic lifting all-weather construction complex system for high-rise building

The present invention relates to a kind of device that is used for high-rise and construction of super highrise building.

Present high-rise construction of super highrise building, its scaffolding work is used the end of from usually to all-high the setting up in top, perhaps adopt the segmentation overhanging type, all expend a large amount of artificial, material and duration, its form work engineering, normally be combined into the unitary mould of a part of floor face by the design shape requirement with combined steel, behind every floor face completion structure, its unitary mould that is combined into torn open to be transported to treat that the construction aspect installs, so circulation and go up and end until completion structure, mode like this, the dismounting of general mould palpus, handling, tens of times of installation in place, also spend lot of manpower and material resources, moreover, this two partly the used material installation of the engineering required vertical transport equipment of handling that hoists increase, the influence construction, for overcoming the problems referred to above, emerge many effectively new methods in recent years, as the patented technology " out-mould scaffold of super-high buildings integral elevating system " that Shanghai No.5 Architecture Engineering Co. proposed, patent No. ZL89107466, notice of authorization CN1020645C has just more successfully solved the problems referred to above, but this technology with rigid steel pile as supporting, adopt Lift-slab machine as the lifting instrument, its tool-type accessory is various, using rigid steel pile consume material amount big, on construction sequence, at first is at the whole mould that rises of structure construction stage, scaffold falls in decoration construction stage integral body, though can in two processes, save material and artificial respectively, but because of not interting and carry out as traditional scaffold main body construction and decoration construction flowing water overlap joint, so in fact the advantage of reduction of erection time can not be given full play to, under the sleet weather, all can not construct in addition with conventional method and said method.

The objective of the invention is to provides a kind of external scaffolding, the weather proof contraction type ceiling of mould and protection job site integrated system that can integral elevating to high-rise and construction of super highrise building.

Technical scheme of the present invention is: it is by liftable external scaffolding part A, construction partition apparatus B, liftable outer wall template C, system-wide elevating mechanism D, construction is formed with hiding ceiling part E, liftable external scaffolding part A is by forming around the external scaffolding frame unit of setting up around the building 1, construction partition apparatus B is by completely spreading around building, the extendible trabeculae 2 that is fixed on the external scaffolding unit 1 is formed, liftable outer wall template C is made up of the attached frame climbing shuttering 3 that is supported on the out-mould scaffold frame unit 1, elevating mechanism D is made up of scaffold hoisting mechanism 4 and pylon hoisting mechanism, hoisting mechanism 4 is fixed on the exterior wall by pre-buried bearing 4.1, link to each other with external scaffolding frame unit 1 with hoist cable 4.8 by elevator 4.7 again, construction is with hiding part E by contraction type ceiling 10, tiltedly draw suspension cable girder truss 7, pylon 8 is formed, contraction type ceiling 10 is linked in by tiltedly drawing on the suspension cable girder truss 7 that pylon 8 supports by internal support node apparatus 5 by the inboard of building, leans on the outside of building to be held on the external scaffolding unit 1 by external support node apparatus 6.

The present invention can save the duration on the whole to greatest extent, and is artificial, and material and fund change the passive situation that has this type of engineering construction now, the planization of really accomplishing execution control, and quantification shortens construction period significantly.

Below in conjunction with accompanying drawing the present invention is done detailed explanation:

Fig. 1 is an overall structure schematic diagram of the present invention

Fig. 2 is extendible construction trabeculae 2 structural representations of the present invention

Fig. 3 cuts off the structural representation of laminate 2.3 for the present invention

Fig. 4 is the structural representation of the pre-buried bearing 4.1 of the present invention

Fig. 5 is the structural representation of assembly pulley 4.5 of the present invention and chute

Fig. 6 is hoisting mechanism 4 work schematic diagrames of the present invention

Fig. 7 is a vertical view of the present invention

Fig. 8 tiltedly draws the mounting structure schematic diagram for the present invention shrinks the ceiling system

Fig. 9 shrinks the structural representation of ceiling internal support node 5 for the present invention

Figure 10 is the overlap joint schematic diagram of ceiling beam column 10.1 of the present invention

Figure 11 shrinks the structural representation of ceiling external support node 6 for the present invention

Figure 12 is the structural representation of the little slideway template 3.9 of the present invention

Figure 13 is a system works schematic diagram of the present invention

Figure 14 is a system works schematic diagram of the present invention

The present invention (sees Fig. 1, Figure 13, basic comprising Figure 14) has: liftable external scaffolding part A, main body and outer decorative engineering can be carried out and non-interfering construction partition apparatus B simultaneously, liftable outer wall template C, system-wide elevating mechanism D, all-weather construction is with hiding five parts of ceiling part E.

Liftable external scaffolding part A is mainly by forming around a plurality of external scaffolding frame units 1 of setting up around the building.External scaffolding framework 1 can be set up into about 3 layers of entresol height with common tubing, by outer vertical rod 1.1, interior vertical rod 1.2 bridgings 1.3, long transverse lever 1.4, hyphen bar 1.5, security guardrail 1.6, scaffold floor 1.7, safety screen 1.8 is formed, its appearance and the full extension safety net 1.9 of revealing all the details, can cover winter construction during winter construction in addition and overlap 1.10 with the steam sail, support body is divided into some construction layers by two to three road extendible trabeculaes 2, top for carrying out reinforcing bar binding for the constructor, template is installed and the location, fluid concrete is used, its following several layers are carried out exterior wall and repair, operations such as decoration and door and window installation, can select to cut off the number of plies according to the requirement of decoration process, if support body itself can not provide fully enough construction numbers of plies, also can under support body, carry additionally little suspension 1.11, make the pre-buried bearing 4.1 of dismounting and decorate the usefulness of winding up, when dynamically promoting, full frame suspends lifting by hoisting mechanism 4 in midair by elevator 4.7 and the raising sling of hanging on pre-buried bearing 4.1 4.8, the back that puts in place is worried 4.9 and is tangled the fastening location of external scaffolding by hanging some safety on several pre-buried bearings 4.1 up and down when static, to guarantee safety, suspension 1.11 can be with main frame lifting simultaneously, in case of necessity the elevator free lifting can be installed, in order to flexible operation, position guiding by directive wheel 1.12, each external scaffolding frame unit 1 is by two chutes, 4.6 location, determine its wall up-downgoing track, can select from bottom to up main body and decorative engineering overlap joint to be carried out according to actual demands of engineering, both can select finally external scaffolding framework 1 to be hung on the roof dismantles, carry out major project in the time of also can selecting to rise, carry out decorative engineering during decline, dismantle again to ground down, overlap with lap bars between the unit, sudden change place of building cross sectional shape, only need gap between the support body unit that is lap bars length are adjusted slightly, and the cooperation tower crane can with out-mould scaffold frame unit 1 positioning instant.

Main body and outer decorative engineering can be carried out and non-interfering construction partition apparatus B simultaneously, adopt a plurality of extendible trabeculaes 2 (to see Fig. 2, Fig. 3) completely spread around building, be fixed on the external scaffolding unit 1, with the sewage of guaranteeing that the higher level construction produces, dirt does not flow to, drop to lower levels and influence construction, main body and fitting-out work overlap joint is carried out, finally reach the purpose of reduction of erection time greatly, extendible trabeculae 2 comprises blow-off pipe 2.1, be placed with filter screen 2.2 in 2.1 in blow-off pipe, hinge joint has the laminate 2.3 of partition at mouth of pipe place, in the other end hinge joint that cuts off laminate 2.3 adherent laminate 2.4 is arranged, nexine and skin at adherent laminate 2.4 post rubber layer 2.5, its rubber layer is close to metope, and the blocking-up wall is sewage up and down, and dirt is dried scratches, and dirt let out to cutting off on the laminate 2.3, flow into blow-off pipe again.

Liftable outer wall template C (see figure 1) is used for the construction of exterior wall, it mainly is made up of the attached frame climbing shuttering 3 that many covers are supported on the out-mould scaffold frame unit 1, template 3 is by internal mold 3.1, external mold 3.2, stupefied 3.3, to pin bolt 3.4, horizontal adjustable holder support 3.5, operating platform 3.6, internal mold hoist cable 3.7, external mold hoist cable 3.8, the little template 3.9 of slideway is formed, and internal mold 3.1 and external mold 3.2 are by pin bolt 3.4 being linked internal mold hoist cable 3.7, external mold hoist cable 3.8 is used to regulate vertical direction, and horizontal adjustable holder support is used for the controlling level direction.

Reserve pre-buried support position for elevating mechanism 4 give to be installed, the little template of slideway be set between two external molds replace exterior sheathing, (seeing Figure 12) it by bolt block 3.10, other seat 3.11, other bar 3.12 connects with external mold 3.2, also connects with bolt 3.4 with internal mold, installs shown in the track (as Figure 12).

Elevating mechanism D is made up of scaffold hoisting mechanism 4 and pylon hoisting mechanism.

Hoisting mechanism 4 (is seen Fig. 1, see Fig. 5, Fig. 6, Fig. 7) comprise pre-buried bearing 4.1, pre-buried bearing 4.1 is fixed on the exterior wall that has completed by screw 4.2 through walls, on pre-buried bearing 4.1, be provided with bearing support 4.3, and be hinged with assembly pulley 4.5 by the shaft seat on the bearing support 4.3 4.4, assembly pulley 4.5 is embedded in the chute 4.6,4.6 of chutes are fixed on the external scaffolding framework 1, and why assembly pulley 4.5 is hinged with bearing support 4.3, are in order to guarantee that external scaffolding 1 can swing adjustment slightly, on pre-buried bearing 4.1, elevator 4.7 is housed, elevator 4.7 links to each other with external scaffolding framework 1 with suspension hook by raising sling 4.8 again, also is provided with safety and hangs rope 4.9 in hoisting mechanism, after external scaffolding puts in place, hanging rope with safety fixes, when dynamically promoting, drive the external scaffolding motion by elevator 4.7 by raising sling, at this moment, owing to have two Combined pulley to be embedded in the chute all the time, the pre-buried bearing 4.1 that the external scaffolding moving line is buried is in advance determined.

All-weather construction tiltedly draws suspension cable girder truss 7 with hiding part E by contraction type ceiling 10, and pylon 8 is formed.

Contraction type canopy system 10 (is seen Fig. 1, see Fig. 7, Fig. 9, Figure 10, Figure 11) inboard by building is linked in by tiltedly drawing on the suspension cable girder truss 7 that pylon 8 supports by internal support node apparatus 5, leans on the outside of building to be held on the framework 1 by external support node apparatus 6.

Contraction type canopy system 10 is made up of overcanopy and ceiling beam column 10.1, and overcanopy is supported by ceiling beam column 10.1.

Internal support node apparatus 5 (see figure 9)s are by hanger rail 5.1, road wheel 5.2, vertical adjustable rod 5.3, horizontal adjustable fixed cover 5.4, stop screw 5.5, traction hook 5.6 is formed, hanger rail 5.1 is installed under the girder truss 7, and road wheel 5.2 inlay cards can be along rail to walking in hanger rail 5.1, road wheel 5.2 links to each other with horizontal adjustable fixed cover 5.4 by vertical adjustable rod 5.3 again, and ceiling beam column 10.1 is fixed in the horizontal adjustable fixed cover 5.4.

External support node apparatus 6 (seeing Figure 11) is by sleeve pipe 6.1, horizontal free wheel shaft 6.2, road wheel 6.3, fish shape plate 6.4, seat rail 6.5, seat rail plate 6.6, vertical adjustable holder support 6.7, fixed cover 6.8 is formed, seat rail 6.5 is by on the fish shape plate 6.4 fixing present rail plates 6.6, and seat rail plate 6.6 is fixedly mounted on the external scaffolding by vertical adjustable supports 6.7 and fixed cover 6.8 again, on the present rail 6.5 road wheel 6.3 is housed, road wheel 6.3 is fixed on the sleeve pipe 6.1 by horizontal free wheel shaft 6.2 again, and 10.1 of ceiling beam columns are fixed in the sleeve pipe 6.1.

According to existing building site condition, if ceiling beam column 10.1 must simply overlap with two stocks, be connected and fixed by horizontal adjustable nest plate 10.2 and vertical adjustable link rod 10.3, as shown in figure 10, and under whole ceiling beam, weld a reinforcing bar in order to bear pulling force.

Suspension cable girder truss 7 is to establish for bearing interior nodes device 6, and by interior suspension cable 7.1, outer suspension cable 7.2 is fixed on the pylon 8.

Pylon 8 is set up by common pipe, is supported by the horizontal shape girder steel in the elevator shaft of building, and the method for improving of pylon hoisting mechanism can be identical with the scaffold elevator.

Overcanopy adopts the translucent polyester cladding material to make, and can becalm summer and take shelter from rain, and can make day photopermeability good again, can weaken ultraviolet injury again simultaneously, and can add steam sail cover winter again on above-mentioned material, accelerate concrete initial set speed greatly.

Native system is in practice of construction, requirement according to building structure, vertically pre-buried bearing 4.1 and assembly pulley 4.5 and elevator 4.7 are installed in many places earlier, it guarantees that apart from being controlled at external scaffolding framework 1 and template have the assembly pulley 4.7 that is no less than two can be embedded in the chute that has been fixed on external scaffolding framework 1 all the time up and down in lifting process, make external scaffolding 1 to move up and down by set path, moving up and down of whole external scaffolding and climbing shuttering drawn by promoting a group of planes and raising sling.

After the completion of part building, when needing external scaffolding and template lifting, operate according to the following step, 1. at first remove the little template of slideway, be temporarily fixed on the external scaffolding, 2. tear trabeculae open, be temporarily fixed on the external scaffolding, 3. take off the pre-buried bearing of bottom, it is installed on the shear wall of taking the little template of slideway place away on upper strata, and 4. the construction layer elevator rises on the pre-buried bearing for the treatment of construction layer installing just, 5. unclamps template, untie safety hook, remove the rising obstacle, 6. control elevator group motion is done, and drives raising sling and affects external scaffolding framework and template to rise to new floor position, hanging rope by safety after putting in place fixes, reinstalled template then, carried out post, the cement of beam and wall waters post, the decoration of the exterior wall of lower floor is carried out in perhaps good and sound holly strip, when external scaffolding carries out lifting, pylon is raised to new floor position according to a conventional method, again the contraction type canopy system is installed, circulation is risen so repeatedly, and structure is finished until whole building.

If when running into wind and rain weather or other and need use overcanopy, overcanopy is launched, at this moment, whole building is all covered by overcanopy, can not have influence on the construction of engineering.

Structure of the present invention is very simple, can save the duration to greatest extent on the whole, manually, material and fund, under any weather, all can carry out concrete pouring simultaneously, decoration of exterior wall, constructions such as welding are once finished agent structure and decoration, save a large amount of durations, accomplish the planization of execution control, quantification, material, manually, fund does not have the not busy waste that stagnates, and makes construction period shorten degree of progress speed significantly, and the contract duration is guaranteed, the trouble of living at the mercy of the elements has been broken away from execution control, is the revolution on the building construction technology.

Claims

1. device that is used for high-rise and construction of super highrise building, it is characterized in that by liftable external scaffolding part A, construction partition apparatus B, liftable outer wall template C, system-wide elevating mechanism D, construction is formed with hiding ceiling part E, liftable external scaffolding part A is by forming around the external scaffolding frame unit of setting up around the building 1, construction partition apparatus B is by completely spreading around building, the extendible trabeculae 2 that is fixed on the external scaffolding unit 1 is formed, liftable outer wall template C is made up of the attached frame climbing shuttering 3 that is supported on the out-mould scaffold frame unit 1, elevating mechanism D is made up of scaffold hoisting mechanism 4 and pylon hoisting mechanism, elevating mechanism 4 is fixed on the exterior wall by pre-buried bearing 4.1, link to each other with external scaffolding frame unit 1 with hoist cable 4.8 by elevator 4.7 again, construction is with hiding part E by contraction type ceiling 10, tiltedly draw suspension cable girder truss 7, pylon 8 is formed, contraction type ceiling 10 is linked in by tiltedly drawing on the suspension cable girder truss 7 that pylon 8 supports by internal support node apparatus 5 by the inboard of building, leans on the outside of building to be held on the external scaffolding unit 1 by external support node apparatus 6.

2 devices according to claim 1, it is characterized in that extendible trabeculae 2 comprises blow-off pipe 2.1, in blow-off pipe, be placed with filter screen 2.2 in 2.1, hinge joint has the laminate 2.3 of partition at mouth of pipe place, in the other end hinge joint that cuts off laminate 2.3 adherent laminate 2.4 is arranged, post rubber layer 2.5 at the nexine and the skin of adherent laminate 2.4.

3 devices according to claim 1, it is characterized in that hoisting mechanism 4 comprises pre-buried bearing 4.1, pre-buried bearing 4.1 is fixed on the exterior wall that has completed by screw 4.2 through walls, on pre-buried bearing 4.1, be provided with bearing support 4.3, and be hinged with assembly pulley 4.5 by the shaft seat on the bearing support 4.3 4.4, assembly pulley 4.5 is embedded in the chute 4.6,4.6 of chutes are fixed on the external scaffolding framework 1, on pre-buried bearing 4.1, elevator 4.7 is housed, elevator 4.7 links to each other with external scaffolding framework 1 by raising sling 4.8 again, also is provided with safety and hangs rope 4.9 in hoisting mechanism.

4 devices according to claim 1, it is characterized in that internal support node apparatus 5 by hanger rail 5.1, road wheel 5.2, vertical adjustable rod 5.3, horizontal adjustable fixed cover 5.4, stop screw 5.5, traction hook 5.6 is formed, and hanger rail 5.1 is installed under the girder truss 7, road wheel 5.2 inlay cards are in hanger rail 5.1, can be along rail to walking, road wheel 5.2 links to each other with horizontal adjustable fixed cover 5.4 by vertical adjustable rod 5.3 again, and ceiling beam column 10.1 is fixed in the horizontal adjustable fixed cover 5.4.

5 devices according to claim 1, it is characterized in that external support node apparatus 6 is by sleeve pipe 6.1, horizontal free wheel shaft 6.2, road wheel 6.3, fish shape plate 6.4, seat rail 6.5, seat rail plate 6.6, vertical adjustable holder support 6.7, fixed cover 6.8 is formed, and seat rail 6.5 is by on the fish shape plate 6.4 fixing present rail plates 6.6, seat rail plate 6.6 is fixedly mounted on the external scaffolding by vertical adjustable supports 6.7 and fixed cover 6.8 again, on the present rail 6.5 road wheel 6.3 is housed, road wheel 6.3 is fixed on the sleeve pipe 6.1 by horizontal free wheel shaft 6.2 again, and 10.1 of ceiling beam columns are fixed in the sleeve pipe 6.1.