CN204850469U - Commercial mansion system that builds - Google Patents

Commercial mansion system that builds Download PDF

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Publication number
CN204850469U
CN204850469U CN201520595190.6U CN201520595190U CN204850469U CN 204850469 U CN204850469 U CN 204850469U CN 201520595190 U CN201520595190 U CN 201520595190U CN 204850469 U CN204850469 U CN 204850469U
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wall
floor
building
stair
periphery
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王麒铭
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Genuine Treasure Construction Technology Co Ltd
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Genuine Treasure Construction Technology Co Ltd
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Abstract

The application discloses a commercial mansion system that builds, including core section of thick bamboo subtotal periphery, core section of thick bamboo part is including wall post, stair, floor, roof beam, elevartor shaft system and outer wall, wall post, stair, floor and the liang jun of core section of thick bamboo part adopt the aluminum mould board, the elevartor shaft system mainly adopts climbing formwork, and this climbing formwork includes elevartor shaft steel mould and elevartor shaft workstation, the outer wall adopts climbs the wall template, climb the wall template including climbing wall steel mould and outer wall workstation. This application has improved commercial mansion system that builds's security, has effectively reduced the construction cycle to construction costs has been reduced.

Description

Commercial building building system
Technical field
The application relates to a kind of building field, particularly relates to a kind of commercial building building system.
Background technology
At present, the design feature of existing high-rise commercial building is generally that story height is higher, and floor height change is many, and floor thickness is various.Construction arranges general point two flowing water section parts: core-tube partial and periphery; Core-tube partial mainly comprises wall column, stair, floor, beam, elevator shaft system and exterior wall, and wall column, stair, floor, beam, elevator shaft system and exterior wall mainly adopt traditional wooden model, and the row's of employing gratings is protected as exterior wall, uses steelframe to support; The wall column of periphery, stair, floor and beam be also mainly adopt traditional wooden model and the row's of employing gratings as perimeter defense.
But traditional wooden model, in building course, easily produces a large amount of building wastes, is unfavorable for environmental protection, and need a large amount of artificial, the rate of recovery is low, and after construction, concrete surface planeness is low, and steelframe support can make inconvenient operation, and load bearing effect is poor; The periphery of Core Walls Structure exterior wall and periphery adopts row's gratings, and Material Cost is large, and it is high to build labour cost, and work consuming feed consumption, be unsuitable for constructing with curtain wall, the integral construction cycle is long simultaneously.
Therefore, be necessary to provide a kind of new technical scheme to solve the problem in fact.
Utility model content
The application provides a kind of and reduces building integral construction period, improves monolithic architecture quality, thus reduces the commercial building building system of commercial building construction cost.
For solving the problem, the application provides:
A kind of commercial building building system, comprise core-tube partial and periphery, described core-tube partial comprises wall column, stair, floor, beam, elevator shaft system and exterior wall, the wall column of described core-tube partial, stair, floor and Liang Jun adopt aluminum alloy pattern plate, described elevator shaft system mainly adopts jumping formwork, this jumping formwork comprises elevator shaft punching block and elevator shaft workbench, and described exterior wall adopts and climbs wall form, described in climb wall form and comprise and climb wall punching block and exterior wall workbench.
Further, described core-tube partial at least exceeds three layers than periphery.
Further; described periphery comprises wall column, stair, floor, beam and perimeter defense; the wall column of described periphery and stair adopt aluminum alloy pattern plate, and described floor and beam adopt platform modular system, and described peripheral outer wall guard system is made up of peripheral working platform and protection screen system.
Further, what described protection screen system adopted is three layers or four layers of protection screen structure.
Further, the supporting way that described commercial building building system adopts is trellis supports system.
Compared with prior art, the application has following beneficial effect: the application improves the safety of commercial building building system, effectively reduces construction period, reduces building costs.
Accompanying drawing explanation
Fig. 1 is the structural representation of the application's core-tube partial and periphery;
Fig. 2 is the simplified schematic diagram of the application's core-tube partial and periphery;
Fig. 3 is another simplified schematic diagram of the application's core-tube partial and periphery;
Fig. 4 is the interior wall aluminum dipping form structural representation of core-tube partial;
Fig. 5 is the connection diagram of interior wall aluminum dipping form and elevator shaft punching block;
Fig. 6 is the structural representation of the beam of core-tube partial;
Fig. 7 is the structural representation of the exterior wall punching block system of core-tube partial;
Fig. 8 is the schematic diagram of the application's peripheral outer wall guard system;
Fig. 9 is the schematic diagram of the application's trellis supports system;
Figure 10 is the work progress schematic diagram in the application's commercial building building system first day morning;
Figure 11 is the work progress schematic diagram in the application's commercial building building system first day afternoon;
Figure 12 is the work progress schematic diagram of the application's commercial building building system the next morning;
Figure 13 is the work progress schematic diagram of the application's commercial building building system second afternoon;
Figure 14 is the work progress schematic diagram in the 3rd day morning of the application's commercial building building system;
Figure 15 is the work progress schematic diagram of the application's commercial building building system the 3rd afternoon;
Figure 16 is the work progress schematic diagram in the 4th day morning of the application's commercial building building system;
Figure 17 is the work progress schematic diagram of the application's commercial building building system the 4th afternoon.
Detailed description of the invention
As Fig. 1 to Fig. 3, the application is a kind of commercial building building system, and this commercial building building system comprises core-tube partial and periphery.
Core-tube partial described in the application comprises Core Walls Structure aluminum dipping form system, elevator shaft system, is arranged on the exterior wall punching block system outside described Core Walls Structure aluminum dipping form system and supports the trellis supports system 7 of described Core Walls Structure aluminum dipping form system.Described Core Walls Structure aluminum dipping form system mainly comprises wall column 1, stair, floor 2, beam, and that is described wall column 1, stair, floor 2 and Liang Jun adopt aluminum alloy pattern plate; Elevator shaft system comprises elevator shaft punching block 8 and elevator shaft workbench 3, and described elevator shaft punching block 8 and elevator shaft workbench 3 are fixed together by bolt entirety.Described elevator shaft punching block 8 is bolted to connection the wall column 1 in described core-tube partial.The exterior wall punching block system of described core-tube partial adopts and climbs wall form, described in climb wall form and comprise and climb wall punching block 4 (being also exterior wall punching block) and exterior wall workbench 5; The trellis supports system 7 of described core-tube partial is generally used for brace summer, floor and stair.
Specifically, the wall column 1 of described core-tube partial comprises Core Walls Structure body of wall aluminum dipping form and core barrel mast aluminum dipping form, and Core Walls Structure body of wall aluminum dipping form has interior wall aluminum dipping form and exterior wall aluminum dipping form.As shown in Figure 4, described interior wall aluminum dipping form comprises two interior wall aluminum alloy pattern plate E1 and E2 be oppositely arranged, the outside of two interior wall aluminum alloy pattern plates is provided with back cord E3, bolt E4 through two interior wall aluminum alloy pattern plates to draw tighten up after be fixed on back cord E3, bolt E4 can dismantle after completing interior wall concreting.As shown in Figure 5, described interior wall aluminum dipping form F1 is relative with elevator shaft punching block 8, the outside of interior wall aluminum dipping form F1 and elevator shaft punching block 8 is provided with back cord F3, bolt F4 tightens up drawing through after interior wall aluminum dipping form F1 and elevator shaft punching block 8, be fixed on back cord F3, bolt F4 can dismantle after completing concreting, and elevator shaft punching block and elevator shaft workbench integrally realize elevating function under the driving of boom hoisting (as tower crane), carries out construction operation to facilitate to the floor of differing heights.
As shown in Figure 6, the beam of described core-tube partial comprises aluminum alloy pattern plate 91 at the bottom of beam and is arranged at the other aluminum alloy pattern plate 92 of beam of aluminum alloy pattern plate 91 both sides at the bottom of beam, wide according to beam deep beam, the other aluminum alloy pattern plate 92 of two beams can be tightened up drawing by bolt 93, prevent the concreting back rest from expanding, described beam is connected by link slot 94 with floor 2.Described floor 2 is also reserved with material transfer case (not shown), material transfer case is used for material transfer in convenient construction process.
As shown in Figure 7, climb wall punching block 4 to be bolted on body of wall C2.The ins and outs of climbing wall workbench 5 is provided with two diagonal brace D1 and D2, one end of two diagonal brace D1 and one end of D2 be received in respectively by bolt climb wall workbench 5 ins and outs on, the other end of diagonal brace D1 and the other end of diagonal brace D2 are received in respectively climbs on wall punching block 4, and two diagonal braces are used for supporting and regulate climbs wall punching block 4 and make to climb wall punching block 4 and keep vertical in vertical direction.An an adjusting bolt D3 and connecting bolt D4 is also had in the bottom climbing wall punching block 4, adjusting bolt D3 climbs the bottom level of wall punching block 4 for regulating, the height making to climb wall punching block 4 with need the height of concreting to be consistent, connecting bolt D4 is used for connection and climbs wall punching block 4 and climb wall workbench 5, make it into as a whole, after construction completes, climb wall punching block 4 and climb wall workbench 5 and can sling simultaneously.
Described periphery comprises wall column, stair, floor, beam and peripheral outer wall guard system 6, and wall column and the stair of periphery all adopt aluminum alloy pattern plate, and the floor of described periphery and Liang Jun adopt platform modular system.The platform modular system that the floor of periphery adopts comprise floor steel platform template, with the building plate bench formwork bracing frame of described floor steel platform template one and the mobile device that is arranged on bottom building plate bench formwork bracing frame; The platform modular system that the beam of periphery adopts comprise joist steel platform template, with the beam platform mould bracing frame of described joist steel platform template one and the mobile device that is arranged on bottom beam platform mould bracing frame.
The wall column of described periphery comprises perimeter walls aluminum dipping form and peripheral post aluminum dipping form, and peripheral post aluminum dipping form structure is made up of angular column aluminum alloy pattern plate, is provided with back cord at the back side of angular column aluminum alloy pattern plate, and bolt is locked on back cord through relative two sides post aluminum alloy pattern plate.The beam of described periphery and the beam concrete structure of core-tube partial similar, the floor aluminum dipping form structure of periphery and the floor slab structure of core-tube partial similar, no longer elaborate here.
Ginseng Fig. 8, peripheral outer wall guard system 6 forms primarily of peripheral working platform and protection screen system 60.The inner side of described peripheral working platform is provided with guide rail 61 and connection guide rail 61 and can the robot arm device 65 that rotates of opposite rail 61.Described peripheral working platform also comprises the triangle support frame 62 that is fixed on guide rail 61 and the scaffolding platform 63 for installing protection screen system 60.Described triangle support frame 62 is fixedly connected with guide rail 61 by seat in the plane support member 64.Guide rail 61 to be fixed on peripheral floor or perimeter beams or body of wall by robot arm device 65 by described protection screen system 60, and what this protection screen system 60 adopted is three or four layers of protection screen structure, so arranges and can not bring impact to the construction of curtain wall.In order to increase the convenience of construction; improve automaticity; lifting gear 66 is also provided with bottom described protection screen system 60; the lift adjustment of certain limit can be realized by the motor of lifting gear 66; the mechanization degree of the peripheral outer wall guard system of the application is higher, and simple installation, working security are higher.Described protection screen system 60 is positioned at higher and outermost position, can not take construction space and the time of curtain wall, effectively can reduce overall construction period.
In the present embodiment, aluminum dipping form system adopts the splicing of monolithic aluminum dipping form, and be fixedly connected with by pin between monolithic aluminum dipping form, and punching block system is made up of steel plate, steel framework, keel and back cord, keel are for strengthening steel plate.
In the present embodiment, supporting way adopts trellis supports system 7 to support, and composition graphs 9, the trellis supports system 7 of core-tube partial is made up of straight-bar 71, cross bar 72 and brace 73.The trellis supports system 7 of core-tube partial, by dead top box 74 floor 2 of supporting core cylinder part and the beam of core-tube partial respectively, can select the trellis supports system 7 of different size according to the situation of support.
Wall column and the stair of the wall column 1 of core-tube partial described in the application, stair, floor 2, beam and periphery all adopt aluminum alloy pattern plate, the wall column of wooden form, stair, floor and beam is used to compare with traditional core-tube partial and periphery, because the good stability of aluminum alloy pattern plate, bearing capacity is high, install simple and easy, work progress environmental protection, after construction, concrete planeness is high, is therefore more conducive to improving the safety in work progress.
And the floor 2 of periphery and beam adopt is platform template, compare with beam with the floor of traditional wooden model, after construction, concrete quality is high.
In the application, supporting way adopts the mode of trellis supports 7, and compared with the supporting way using single topmast to support with tradition, the load bearing effect of the mode of trellis supports 7 is good, operates simple and easy, and can complete the various supports because of story height and varied in thickness fast.
What elevator shaft system adopted is the combination of elevator shaft punching block 8 and elevator shaft workbench 3, climb wall and adopt the combination of climbing wall punching block 4 and exterior wall workbench 5, under the help of tower crane, elevator shaft system in combination and climb wall combination can independent work, thus reduce the quantity of constructor.
In the present embodiment; described core-tube partial at least exceeds three layers than periphery; and described protection screen 6 employing is three layers or four layers of protection screen structure; compared with the row's gratings protection screen adopted with tradition; three layers or four layers of protection screen structure both ensure that the safety of building operations; do not take engineering time and the space of curtain wall, effectively reduce the integral construction cycle yet.
By using a whole set of commercial building building system in the application, building course becomes more reasonable, and the combination of personnel, equipment and template is more tight, and considerably reduces the integral constructing cycle, thus reduces building costs.
Concrete introduction utilizes the application's commercial building building system to carry out the method for building below.
First, design feature according to commercial building is divided into four flowing water sections the work progress of commercial building, described four flowing water sections are the work progress of the 3rd standard width of a room in an old-style house BAY3 of the work progress of the first standard width of a room in an old-style house BAY1 of core-tube partial and the work progress of the second standard width of a room in an old-style house BAY2 and periphery and the work progress of the 4th standard width of a room in an old-style house BAY4 respectively, adopt the work period implementation and operation of four days one decks for these four flowing water sections.The described standard width of a room in an old-style house refers to the distance between adjacent two located lateral bodies of wall, and the work period of described four days one decks refers to the one deck building mansion for four days.
In conjunction with Figure 10 to Figure 17, the specific works mode (i.e. work progress) that the work period of described four days one decks adopts is as follows, and described working method is carried out according to the step of S101 to S108:
S101: first day morning: wall column aluminum alloy pattern plate is installed to the first standard width of a room in an old-style house BAY1; Floor bar is pricked to the second standard width of a room in an old-style house BAY2; To the 3rd standard width of a room in an old-style house BAY3 concreting; To the 4th standard width of a room in an old-style house BAY4 erecting bed modular system;
S102: first day afternoon: wall column aluminum alloy pattern plate is filled to the first standard width of a room in an old-style house BAY1; Floor bar is pricked to the second standard width of a room in an old-style house BAY2, pricks wall column reinforcing bar; To the 3rd standard width of a room in an old-style house BAY3 concreting; To the 4th standard width of a room in an old-style house BAY4 erecting bed modular system, prick floor bar;
S103: the next morning: floor and beam aluminum alloy pattern plate are filled to the first standard width of a room in an old-style house BAY1; To the second standard width of a room in an old-style house BAY2 concreting; Wall column aluminum alloy pattern plate is filled to the 3rd standard width of a room in an old-style house BAY3; Floor bar is pricked to the 4th standard width of a room in an old-style house BAY4, promotes exterior wall protection screen;
S104: the second afternoon: floor and beam aluminum alloy pattern plate are filled to the first standard width of a room in an old-style house BAY1, then pricks floor bar; To the second standard width of a room in an old-style house BAY2 concreting; To the 3rd standard width of a room in an old-style house BAY3 erecting bed modular system; Wall column reinforcing bar is pricked to the 4th standard width of a room in an old-style house BAY4;
S105: the three day morning: floor bar is pricked to the first standard width of a room in an old-style house BAY1; Wall column aluminum alloy pattern plate is filled to the second standard width of a room in an old-style house BAY2; To the 3rd standard width of a room in an old-style house BAY3 erecting bed modular system; To the 4th standard width of a room in an old-style house BAY4 concreting;
S106: the three afternoon: the first standard width of a room in an old-style house BAY1 is pricked to floor bar, pricks wall column reinforcing bar; Wall column aluminum alloy pattern plate is filled to the second standard width of a room in an old-style house BAY2; To the 3rd standard width of a room in an old-style house BAY3 erecting bed modular system, then prick floor bar; To the 4th standard width of a room in an old-style house BAY4 concreting;
S107: the four day morning: to the first standard width of a room in an old-style house BAY1 concreting; Floor and beam aluminum alloy pattern plate are filled to the second standard width of a room in an old-style house BAY2; Floor bar is pricked to the 3rd standard width of a room in an old-style house BAY3, promotes exterior wall protection screen; Wall column aluminum alloy pattern plate is filled to the 4th standard width of a room in an old-style house BAY4;
S108: the four afternoon: to the first standard width of a room in an old-style house BAY1 concreting; Floor and beam aluminum alloy pattern plate are filled to the second standard width of a room in an old-style house BAY2, then pricks floor bar; Floor bar is pricked to the 3rd standard width of a room in an old-style house BAY3, pricks wall column reinforcing bar; To the 4th standard width of a room in an old-style house BAY4 erecting bed modular system.
In sum, adopt above-mentioned working method, form four days work periods, each cycle builds one deck mansion, certainly, also can need with construction as the case may be to change four days work periods into the six days work periods, each cycle builds one deck mansion.It should be noted that no matter using several days as a work period, as long as four flowing water sections are all wanted to carry out building simultaneously.
Core Walls Structure belongs to high building structure, and periphery is the frame stressing system be made up of beam column, and centre is core-tube partial (such as elevator shaft system).Core-tube partial and periphery form an outter frame inner cylinder structure, and this outter frame inner cylinder structure is built in order to steel concrete.This kind of structure is extremely conducive to structure stress, and has extremely excellent shock resistance, is the predominate architecture form that extensively adopts of super highrise building in the world.Meanwhile, the superiority of this structure is also to strive for as far as possible spacious usage space, makes various assistant service space in the centralized of plane, makes the daylighting position of function of tonic chord volume exclusion the best, and reaches that sight line is good, internal transportation effect easily.
The foregoing is only the embodiment of the application, be not limited to the application.To those skilled in the art, the application can have various modifications and variations.Any amendment done within all spirit in the application and principle, equivalent replacement, improvement etc., within the right that all should be included in the application.

Claims (5)

1. a commercial building building system, comprise core-tube partial and periphery, described core-tube partial comprises wall column, stair, floor, beam, elevator shaft system and exterior wall, it is characterized in that, the wall column of described core-tube partial, stair, floor and Liang Jun adopt aluminum alloy pattern plate, and described elevator shaft system adopts jumping formwork, and this jumping formwork comprises elevator shaft punching block and elevator shaft workbench, described exterior wall adopts and climbs wall form, described in climb wall form and comprise and climb wall punching block and exterior wall workbench.
2. commercial building building system as claimed in claim 1, it is characterized in that, described core-tube partial at least exceeds three layers than periphery.
3. commercial building building system as claimed in claim 1; it is characterized in that; described periphery comprises wall column, stair, floor, beam and peripheral outer wall guard system; the wall column of described periphery and stair adopt aluminum alloy pattern plate; described floor and beam adopt platform modular system, and described peripheral outer wall guard system is made up of peripheral working platform and protection screen system.
4. commercial building building system as claimed in claim 3, is characterized in that, what described protection screen system adopted is three layers or four layers of protection screen structure.
5. commercial building building system as claimed in claim 1, is characterized in that, the supporting way that described commercial building building system adopts is trellis supports system.
CN201520595190.6U 2015-08-07 2015-08-07 Commercial mansion system that builds Active CN204850469U (en)

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CN201520595190.6U CN204850469U (en) 2015-08-07 2015-08-07 Commercial mansion system that builds
HK15110244.6A HK1206921A2 (en) 2015-08-07 2015-10-19 A building construction system

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105178588A (en) * 2015-08-07 2015-12-23 俊川建筑科技有限公司 Commercial building construction system and commercial building construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105178588A (en) * 2015-08-07 2015-12-23 俊川建筑科技有限公司 Commercial building construction system and commercial building construction method

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