CN105178602A - Building construction system - Google Patents

Building construction system Download PDF

Info

Publication number
CN105178602A
CN105178602A CN201510484694.5A CN201510484694A CN105178602A CN 105178602 A CN105178602 A CN 105178602A CN 201510484694 A CN201510484694 A CN 201510484694A CN 105178602 A CN105178602 A CN 105178602A
Authority
CN
China
Prior art keywords
peripheral
wall
walls structure
core walls
aluminum alloy
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201510484694.5A
Other languages
Chinese (zh)
Inventor
王麒铭
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Genuine Treasure Construction Technology Co Ltd
Original Assignee
Genuine Treasure Construction Technology Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Genuine Treasure Construction Technology Co Ltd filed Critical Genuine Treasure Construction Technology Co Ltd
Priority to CN201510484694.5A priority Critical patent/CN105178602A/en
Publication of CN105178602A publication Critical patent/CN105178602A/en
Pending legal-status Critical Current

Links

Abstract

The invention provides a building construction system. The building construction system comprises a core tube part and a peripheral part; plenty of aluminum formwork systems are adopted for the core tube part at such positions as the wall of an elevator shaft, a floor slab, a wall column, a beam and stairs and for the peripheral part at such positions as a pillar and stairs; an elevator shaft steel formwork worktable is arranged in the elevator shaft; bench formworks are adopted for the peripheral part at such positions as the floor slab and the beam; compared with a traditional wood formwork, the aluminum formwork is good in stability, high in bearing capacity, and simple and easy to mount, and the construction process of the aluminum formwork is more environmentally friendly; after construction, the concrete is highly flat; besides, the overall construction period of a building can be effectively shortened and the overall building quality can be improved, and therefore, the construction cost can be reduced; in addition, a protective screen of the peripheral part is also capable of improving the safety of construction.

Description

Architecture construction system
[technical field]
The present invention relates to building/building technology field, particularly relate to a kind of architecture construction system, it can be widely used in the building course of commercial building.
[background technology]
The structure of existing high-rise commercial building has the features such as story height is high, floor height change is many, floor thickness is various.Therefore, on construction arranges, general point two parts carry out, i.e. core-tube partial and periphery.
Described core-tube partial is formed primarily of wall column, stair, floor, beam, elevator shaft and exterior wall, wherein, wall column, stair, floor, beam mainly adopt traditional wooden model, and elevator shaft also mainly adopts wooden model, exterior wall then mainly adopts the mode of wooden model+row's gratings, protects as exterior wall.Described periphery is primarily of wall column, stair, floor and peripheral formation, and wherein, except periphery adopts row's gratings as except perimeter defense more, other are the traditional wooden model of main employing all.
Visible, no matter be core-tube partial, or periphery, existing construction is main mainly with Traditional Wood mould greatly, the characteristic of wooden model itself determines it and has shortcomings, for example, according to traditional wooden model, then easily a large amount of building wastes is produced, not environmentally, and needing a large amount of artificial, the rate of recovery of material is also lower, and after construction, concrete surface planeness is low; Support according to steelframe, then inconvenient operation, and load bearing effect is poor.In addition, for row's gratings, existing row's gratings Material Cost is too large, and it is high to build labour cost, and can not construct with curtain wall simultaneously, takes time and effort feed consumption, is unfavorable for extensive use and popularization.
Therefore, necessaryly provide a kind of new architecture construction system to solve the problems of the technologies described above.
[summary of the invention]
Technical problem solved by the invention is to provide a kind of architecture construction system, to improve that long construction period in prior art, construction are inconvenient and the problem such as after construction concrete quality is not good.
For solving the problems of the technologies described above, the invention provides a kind of architecture construction system, comprise core-tube partial and periphery, described core-tube partial comprises: Core Walls Structure aluminum dipping form system, support described Core Walls Structure aluminum dipping form system Core Walls Structure trellis supports system, for the elevator shaft aluminum dipping form system in elevator shaft and elevator shaft punching block workbench and Core Walls Structure exterior wall punching block system; Described periphery comprises: peripheral aluminum dipping form system, outlying station modular system, the peripheral trellis supports system supporting peripheral aluminum dipping form system and peripheral outer wall guard system.
Further, described Core Walls Structure aluminum dipping form system comprises Core Walls Structure floor aluminum alloy pattern plate, Core Walls Structure wall column aluminum alloy pattern plate, Core Walls Structure stair aluminum alloy pattern plate and Core Walls Structure beam aluminum alloy pattern plate.
Further, described elevator shaft aluminum dipping form system comprises the borehole wall aluminum alloy pattern plate be fixed on the elevator shaft borehole wall.
Further, described Core Walls Structure exterior wall punching block system comprises and climbs wall workbench and for being fixed on Core Walls Structure wall face climbs wall punching block.
Further, described outlying station modular system comprises peripheral floor steel platform form unit and perimeter beams steel platform form unit; Described peripheral aluminum dipping form system comprises outer enclosing wall column aluminum alloy pattern plate and peripheral stair aluminum alloy pattern plate.
Further, peripheral floor steel platform form unit comprise peripheral floor steel platform template, with the building plate bench formwork bracing frame of described peripheral floor steel platform template one and the mobile device that is arranged on bottom building plate bench formwork bracing frame; Described perimeter beams steel platform form unit comprise peripheral joist steel platform template, with the beam platform mould bracing frame of described peripheral joist steel platform template one and the mobile device that is arranged on bottom beam platform mould bracing frame.
Further, described peripheral outer wall guard system comprises peripheral working platform and protection screen system.
Further, described peripheral outer wall guard system also comprises the lifting gear being positioned at described protection screen system bottom, and described lifting gear comprises motor, the fixed mount fixing described motor and the gravity sensor be positioned at below described motor.
Further, the inner side of described peripheral working platform is provided with guide rail, is connected with mechanical swing arm inside described guide rail, and one end of described mechanical swing arm is fixed on inside guide rail, and the other end is used for fixing with peripheral floor or wall column.
Further, the described Core Walls Structure trellis supports system brace that comprises straight-bar, connect the transverse bar between adjacent two straight-bars and be connected between two transverse bars.
Architecture construction system of the present invention adopts aluminum dipping form system in a large number, compared to traditional wooden model, aluminum dipping form good stability, bearing capacity are high, and simple and easy, work progress more environmental protection is installed, after construction, concrete planeness is high, and adopts peripheral outer wall guard system can improve the safety of construction, can also effectively reduce building integral construction period, improve monolithic architecture quality, thus reduce construction cost.
[accompanying drawing explanation]
Fig. 1 is one of segmentation simplified schematic diagram of architecture construction system of the present invention;
Fig. 2 is the segmentation simplified schematic diagram two of architecture construction system of the present invention;
Fig. 3 is the chief component of architecture construction system of the present invention;
Fig. 4 is the schematic diagram that architecture construction system of the present invention is applied on building;
Fig. 5 is the elevator shaft of architecture construction system of the present invention and the constructing structure schematic diagram of Core Walls Structure exterior wall;
Fig. 6 is the partial schematic diagram of the Core Walls Structure exterior wall punching block system of architecture construction system of the present invention;
Fig. 7 is the part service condition figure of the Core Walls Structure aluminum dipping form system of architecture construction system of the present invention;
Fig. 8 is the partial schematic diagram of the Core Walls Structure trellis supports system of architecture construction system of the present invention;
Fig. 9 is the partial schematic diagram of the outlying station modular system of architecture construction system of the present invention;
Figure 10 is the schematic diagram of the peripheral outer wall guard system of architecture construction system of the present invention;
Figure 11 is the elevation of the protection screen system of architecture construction system of the present invention;
Figure 12 is the internal construction schematic diagram of the lifting gear of architecture construction system of the present invention;
Figure 13 is a kind of Specific construction process adopting architecture construction system of the present invention.
[detailed description of the invention]
Fig. 1 and Figure 2 shows that and be divided into stepwise schematic views according to the basic structure of building, building is divided into Core Walls Structure (i.e. BAY1 and BAY2) and peripheral (BAY3 and BAY4) by it, for this reason, based on this design feature of building, the invention provides and a kind ofly improve the convenience of construction and the architecture construction system 100 of construction quality, which employs a large amount of aluminum dipping form systems and punching block workbench etc., as the partial component of showing in Fig. 3, wherein include floor aluminum alloy pattern plate 10 and wall column aluminum alloy pattern plate 20 etc., elevator shaft system 30 (comprising elevator shaft punching block workbench 31 and elevator shaft aluminum dipping form system 32), trellis supports system 40, Core Walls Structure exterior wall punching block system 50 and peripheral outer wall guard system 60, these composition components will be widely used in the Core Walls Structure of building and peripheral (can coordinate and consult shown in Fig. 4).
According to building Core Walls Structure and peripheral design feature, architecture construction system 100 of the present invention comprises: core-tube partial and periphery, and described core-tube partial and periphery lay respectively at inner side and the periphery of building.Wherein:
Described core-tube partial comprises: Core Walls Structure aluminum dipping form system, support described Core Walls Structure aluminum dipping form system Core Walls Structure trellis supports system, for the elevator shaft aluminum dipping form system in elevator shaft and elevator shaft punching block workbench and Core Walls Structure exterior wall punching block system; Described Core Walls Structure aluminum dipping form system comprises Core Walls Structure floor aluminum alloy pattern plate, Core Walls Structure wall column aluminum alloy pattern plate, Core Walls Structure stair aluminum alloy pattern plate and Core Walls Structure beam aluminum alloy pattern plate.Described elevator shaft aluminum dipping form system comprises the borehole wall aluminum alloy pattern plate be fixed on the elevator shaft borehole wall.
Described periphery comprises: peripheral aluminum dipping form system, outlying station modular system, the peripheral trellis supports system supporting peripheral aluminum dipping form system and peripheral outer wall guard system.Described outlying station modular system comprises peripheral floor steel platform form unit and perimeter beams steel platform form unit; Described peripheral aluminum dipping form system comprises outer enclosing wall column aluminum alloy pattern plate and peripheral stair aluminum alloy pattern plate.
Below in conjunction with diagram and specific embodiment, illustrate design feature and the mode of occupation of each component part of architecture construction system of the present invention.
In described Core Walls Structure aluminum dipping form system, ginseng Fig. 7, Core Walls Structure floor aluminum alloy pattern plate 10 and Core Walls Structure wall column aluminum alloy pattern plate 20 are applied to the concreting of Core Walls Structure floor 200 and the concreting of body of wall (comprising wall column) 300 respectively, and respectively in being horizontally disposed with and vertically arranging, in the present embodiment, described Core Walls Structure wall column aluminum alloy pattern plate 20 is located at the both sides of the body of wall 300 of building respectively, and realize interfixing location by nuts and bolt, it is worth mentioning that, described Core Walls Structure floor is connected by C type connector 11 with between aluminum alloy pattern plate 10 and Core Walls Structure wall column aluminum alloy pattern plate 20, described C type connector 11 is provided with a pair linking arm 12 and connects described linking arm 12 and described aluminum alloy pattern plate 10, the fixture 13 of 20.Certainly, described building Core Walls Structure stair (not shown) and beam 400 (ginseng Fig. 8) also all adopt aluminum dipping form system, its similar is in floor aluminum alloy pattern plate 10 and wall column aluminum alloy pattern plate 20 (no longer illustrate at this and repeat), reason is that the stability of aluminum dipping form system is better, bearing capacity is higher, and install simple and easy, construction environmental protection, concrete surface planeness is very high.
By contrast, described architecture enclosing (BAY3 and BAY4) floor or wall column 200 ', beam 400 ' then adopt outlying station modular system 70, can join shown in Fig. 9, described outlying station modular system 70 comprises perimeter beams steel platform form unit 71 and peripheral floor steel platform form unit 72, wherein, described peripheral floor steel platform form unit 72 comprise peripheral floor steel platform template 74, with the building plate bench formwork bracing frame 41 ' of described peripheral floor steel platform template 74 one and the mobile device 45 that is arranged on bottom building plate bench formwork bracing frame; Described perimeter beams steel platform form unit 71 comprise peripheral joist steel platform template, with the beam platform mould bracing frame of described peripheral joist steel platform template one and the mobile device that is arranged on bottom beam platform mould bracing frame.
For the construction of elevator shaft, architecture construction system of the present invention have employed elevator shaft punching block workbench 31 and elevator shaft aluminum dipping form system 32.Described elevator shaft punching block workbench 31 its be placed in elevator shaft, and elevating function can be realized under the driving of boom hoisting (as tower crane), to facilitate, construction operation is carried out to the floor of differing heights, and described elevator shaft punching block workbench 31 top is provided with manned frame 31 ', can join shown in Fig. 5, described elevator shaft aluminum dipping form system 32 is arranged on the internal face of the described elevator shaft borehole wall, and its borehole wall aluminum alloy pattern plate is by the wall column aluminum alloy pattern plate 20 in the outside wall surface of bolt part and the elevator shaft borehole wall or climb wall punching block 52 and realize secure fit.
Continue shown in ginseng Fig. 5, described Core Walls Structure exterior wall punching block system 50 is fixed on the wall face that core-tube partial builds, and it comprises: climb wall workbench 51 and climb wall punching block 52.Described wall workbench 51 of climbing from bottom to top is built along described exterior wall, and be provided with protection cage 53 and be positioned at inside protection cage 53 and as the cat ladder of lower channel, described protection cage 53 can be wire gauze, wherein, in the present embodiment, described climb wall workbench 51 supported by two diagonal braces 55 be obliquely installed described in climb wall punching block 52, specifically, as shown in Figure 6, which show and climb wall workbench 51 and the local connection of climbing wall punching block 52, one end of two diagonal braces 55 by bolt lock in the ins and outs of climbing wall workbench 51, in two diagonal braces 55, wherein the other end of a diagonal brace is supported on the upper position, middle part climbing wall punching block 52, the other end of another root diagonal brace is supported on the young connector 56 of the code of climbing back cord bottom wall punching block 52, and the two ends of described diagonal brace 55 are connected to respectively by bolt 54 climb wall workbench 51 and climb on wall punching block 52, described diagonal brace 55 is also provided with rotatable grip 551.In addition, connecting bolt 57, one connecting bolt 58 and an adjusting bolt 59 is also connected with in the bottom climbing wall punching block 52, adjusting bolt 59 climbs the bottom level of wall punching block 52 for regulating, the height making to climb wall punching block 52 with need the height of concreting to be consistent, connecting bolt 57 is connected by U-steel climbs wall punching block 52 and climbs wall workbench 51, and connecting bolt 58 is fixed on exterior wall for climbing wall workbench 51.After completing concreting, elevator shaft aluminum dipping form system 32 is dismantled on elevator shaft punching block workbench 31.By the mutual combination of elevator shaft aluminum dipping form system 32 with elevator shaft punching block workbench 31, and climbing wall workbench 51 and climbing the combination of wall punching block 52 on Core Walls Structure wall face, can independent work under the help of tower crane (not shown), the quantity of constructor can be reduced.
As shown in Figure 8, the brace 46 that described Core Walls Structure trellis supports system 40 comprises some straight-bars 41, connects the transverse bar 42 between adjacent two straight-bars 41 and be connected between two transverse bars 42, when supporting core cylinder floor 200, dead top box 43 is withstood at the top of described straight-bar 41, and described dead top box 43 connects on described Core Walls Structure floor aluminum alloy pattern plate 10.
As shown in Figure 10, peripheral outer wall guard system 60 forms primarily of peripheral working platform and protection screen system 64.Further, the inner side of described peripheral working platform is provided with the mechanical swing arm 65 of guide rail 61 and connection guide rail 61, it is center of rotation that one end of described mechanical swing arm 65 is fixed on inside guide rail 61 and with O, the other end is used for fixing with peripheral floor or wall column 200 ', and described peripheral working platform comprises the triangle support frame 62 and scaffolding platform 623 that are fixed on guide rail 61, described triangle support frame 62 is for installing protection screen system 64, described triangle support frame 62 is fixedly connected with guide rail 61 by seat in the plane support member 624, described seat in the plane support member 624 is four each several parts, it is arranged in a crossed manner in tilting each other, and be provided with the same center P that crosses, be connected to triangle support frame 62, on scaffolding platform 623 and guide rail 61, it is allowed firmly firmly to be fixed together.Described protection screen system 64 is provided with protection screen frame; described protection screen frame is provided with a meter font skeleton 66; described protection screen frame is fixedly connected with triangle support frame 62 by vertical rod connector; and described protection screen frame is provided with the protection screen 67 of three or four layers; setting like this can not bring impact to the construction of curtain wall, can coordinate and consult shown in Figure 11.In order to increase the convenience of construction; improve automaticity; described peripheral outer wall guard system 60 also comprises the lifting gear 63 being positioned at described protection screen system bottom; the seat in the plane bottom linker of described lifting gear 63 is connected with bottom layer scaffold platform 623 by bolt assembly; and described lifting gear 63 comprises: the fixed mount 632 of electric block motor 631, fixing described calabash electrical machinery 631 and be positioned at the gravity sensor 633 of bottom, as shown in figure 12.The mechanization degree of peripheral outer wall guard system 60 of the present invention is higher; the lift adjustment of certain limit can be realized by motor 631; and simple installation, working security are higher; and described protection screen system 64 is positioned at higher and outermost position; construction space and the time of curtain wall can not be taken, effectively can reduce overall construction period.
Ginseng Figure 13 is a kind of construction method utilizing architecture construction system 100 of the present invention, in the present invention, architecture construction system 100 is divided into four flowing water sections to build, the first core-tube partial BAY1, the second core-tube partial BAY2, the first periphery BAY3 and the second periphery BAY4 respectively, wherein said first periphery BAY3 ring is located at outside described first core-tube partial BAY1, and described second periphery BAY4 ring is located at outside described second core-tube partial BAY2.
In a work period, according to being divided into two parts in the morning and afternoon, (namely in Figure 13,1-represents content of constructing the morning to the construction content of every day, 2-represents content of constructing afternoon), visible, in work progress, Core Walls Structure and four peripheral flowing water sections of building can carry out construction simultaneously, describe architecture construction system 100 construction method in detail in the present invention for four days one decks.First core-tube partial BAY1, the second core-tube partial BAY2 wherein said when building, the first periphery BAY3 and the second periphery BAY4 synchronous construction, then the concrete stage of construction of construction method is as follows:
The 1st day morning:
Described first core-tube partial BAY1 carries out the installation of wall column aluminum alloy pattern plate.
Meanwhile, described second core-tube partial BAY2 carries out floor bar colligation.
Meanwhile, described first periphery BAY3 carries out concreting.
Meanwhile, described second periphery BAY4 carries out the installation of outlying station modular system successively.
1st afternoon:
Described first core-tube partial BAY1 carries out the installation of wall column aluminum alloy pattern plate.
Meanwhile, described second core-tube partial BAY2 carries out floor bar colligation and wall column reinforcing bar binding.
Meanwhile, described first periphery BAY3 carries out concreting.
Meanwhile, described second periphery BAY4 carries out the installation of outlying station modular system and peripheral floor bar colligation successively.
The 2nd day morning:
Described first core-tube partial BAY1 carries out the installation of floor aluminum alloy pattern plate and beam aluminum alloy pattern plate.
Meanwhile, described second core-tube partial BAY2 carries out concreting
Meanwhile, described first periphery BAY3 carries out the installation of wall column aluminum alloy pattern plate.
Meanwhile, described second periphery BAY4 carries out floor bar colligation successively.
2nd afternoon:
Described first core-tube partial BAY1 carries out the installation of floor aluminum alloy pattern plate and beam aluminum alloy pattern plate, and the colligation of floor bar.Specifically, be floor aluminum alloy pattern plate and beam aluminum alloy pattern plate are installed successively, colligation floor bar on floor aluminum alloy pattern plate at completed wall column aluminum alloy pattern plate top.
Meanwhile, described second core-tube partial BAY2 carries out concreting.
Meanwhile, described first periphery BAY3 carries out the installation of outlying station modular system.
Meanwhile, described second periphery BAY4 carries out wall column reinforcing bar binding.
The 3rd day morning:
Described first core-tube partial BAY1 carries out the colligation of floor bar.
Meanwhile, described second core-tube partial BAY2 carries out the installation of wall column aluminum alloy pattern plate.
Meanwhile, described first periphery BAY3 carries out the installation of outlying station modular system.
Meanwhile, described second periphery BAY4 carries out concreting.
3rd afternoon:
Described first core-tube partial BAY1 carries out the colligation of floor bar and the colligation of wall column reinforcing bar.
Meanwhile, described second core-tube partial BAY2 carries out the installation of wall column aluminum alloy pattern plate.
Meanwhile, described first periphery BAY3 carries out the colligation of the installation of outlying station modular system and floor bar.
Meanwhile, described second periphery BAY4 carries out concreting.
The 4th day morning:
Described first core-tube partial BAY1 carries out concreting.
Meanwhile, described second core-tube partial BAY2 carries out the installation of floor and beam aluminum alloy pattern plate.
Meanwhile, described first periphery BAY3 carries out the colligation of floor bar.
Meanwhile, described second periphery BAY4 carries out the installation of wall column aluminum alloy pattern plate.
4th afternoon:
Described first core-tube partial BAY1 carries out concreting.
Meanwhile, described second core-tube partial BAY2 carries out the installation of floor and beam aluminum alloy pattern plate, and the colligation of floor bar.
Meanwhile, described first periphery BAY3 carries out the colligation of floor bar and the colligation of wall column reinforcing bar.
Meanwhile, described second periphery BAY4 carries out the installation of outlying station modular system.
In this construction method, Core Walls Structure BAY1, BAY2 of described building and peripheral BAY3, BAY4 adopt the mode of simultaneously constructing, 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, this architectural process is more reasonable, the combination of personnel, equipment, template is more tight, thus significantly reduces the monolithic architecture cycle, reduces building costs.
In sum, building system of the present invention utilizes the aluminum dipping form system of core-tube partial and periphery, higher by the concrete surface planeness after aluminum dipping form system positioning molding, and the simple installation of aluminum dipping form system, enabling capabilities are strong, and compared with Traditional Wood modular system, work progress is environmental protection more, also significantly can reduce construction period and the construction cost of monolithic architecture.Meanwhile, in conjunction with outlying station modular system 70 and the peripheral outer wall guard system 60 of Core Walls Structure exterior wall punching block system 50 and elevator shaft punching block workbench 31, periphery, mechanization degree is improved, construction manpower takies reduction, operates also more convenient.
The above; it is only most preferred embodiment of the present invention; not any pro forma restriction is done to the present invention; any those of ordinary skill in the art; do not departing under technical solution of the present invention ambit; utilize the method content of above-mentioned announcement to make many possible variations and modification to technical solution of the present invention, all belong to the scope of claims protection.

Claims (10)

1. an architecture construction system, comprises core-tube partial and periphery, it is characterized in that,
Described core-tube partial comprises: Core Walls Structure aluminum dipping form system, support described Core Walls Structure aluminum dipping form system Core Walls Structure trellis supports system, for the elevator shaft aluminum dipping form system in elevator shaft and elevator shaft punching block workbench and Core Walls Structure exterior wall punching block system;
Described periphery comprises: peripheral aluminum dipping form system, outlying station modular system, the peripheral trellis supports system supporting peripheral aluminum dipping form system and peripheral outer wall guard system.
2. architecture construction system according to claim 1, is characterized in that: described Core Walls Structure aluminum dipping form system comprises Core Walls Structure floor aluminum alloy pattern plate, Core Walls Structure wall column aluminum alloy pattern plate, Core Walls Structure stair aluminum alloy pattern plate and Core Walls Structure beam aluminum alloy pattern plate.
3. architecture construction system according to claim 1, is characterized in that: described elevator shaft aluminum dipping form system comprises the borehole wall aluminum alloy pattern plate be fixed on the elevator shaft borehole wall.
4. architecture construction system according to claim 1, is characterized in that: described Core Walls Structure exterior wall punching block system comprises climbs wall workbench and for being fixed on Core Walls Structure wall face climbs wall punching block.
5. architecture construction system according to claim 1, is characterized in that: described outlying station modular system comprises peripheral floor steel platform form unit and perimeter beams steel platform form unit; Described peripheral aluminum dipping form system comprises outer enclosing wall column aluminum alloy pattern plate and peripheral stair aluminum alloy pattern plate.
6. architecture construction system according to claim 5, is characterized in that: described peripheral floor steel platform form unit comprise peripheral floor steel platform template, with the building plate bench formwork bracing frame of described peripheral floor steel platform template one and the mobile device that is arranged on bottom building plate bench formwork bracing frame; Described perimeter beams steel platform form unit comprise peripheral joist steel platform template, with the beam platform mould bracing frame of described peripheral joist steel platform template one and the mobile device that is arranged on bottom beam platform mould bracing frame.
7. architecture construction system according to claim 1, is characterized in that: described peripheral outer wall guard system comprises peripheral working platform and protection screen system.
8. architecture construction system according to claim 7; it is characterized in that: described peripheral outer wall guard system also comprises the lifting gear being positioned at described protection screen system bottom, described lifting gear comprises motor, the fixed mount fixing described motor and the gravity sensor be positioned at below described motor.
9. architecture construction system according to claim 8, it is characterized in that: the inner side of described peripheral working platform is provided with guide rail, be connected with mechanical swing arm inside described guide rail, one end of described mechanical swing arm is fixed on inside guide rail, and the other end is used for fixing with peripheral floor or wall column.
10. architecture construction system according to claim 1, is characterized in that: the brace that described Core Walls Structure trellis supports system comprises straight-bar, connects the transverse bar between adjacent two straight-bars and be connected between two transverse bars.
CN201510484694.5A 2015-08-07 2015-08-07 Building construction system Pending CN105178602A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510484694.5A CN105178602A (en) 2015-08-07 2015-08-07 Building construction system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510484694.5A CN105178602A (en) 2015-08-07 2015-08-07 Building construction system

Publications (1)

Publication Number Publication Date
CN105178602A true CN105178602A (en) 2015-12-23

Family

ID=54900982

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510484694.5A Pending CN105178602A (en) 2015-08-07 2015-08-07 Building construction system

Country Status (1)

Country Link
CN (1) CN105178602A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106193578A (en) * 2016-07-18 2016-12-07 重庆建工第三建设有限责任公司 A kind of based on groove type quarter bend join modular system and construction technology
CN110945195A (en) * 2017-06-30 2020-03-31 Hws混凝土塔有限公司 Self-climbing apparatus for vertical and quasi-vertical concrete surfaces

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2370150A1 (en) * 1976-11-03 1978-06-02 Desbarats Jean Climbing working platform for building construction - has wall bracket support transferred as new floor is added and platform lifted
CN104314304A (en) * 2014-10-23 2015-01-28 中建三局第一建设工程有限责任公司 Outside-steel, inside-aluminum, outside-climbing and inside-crossing comprehensive formwork system
CN104612391A (en) * 2014-12-30 2015-05-13 成都市第一建筑工程公司 Protection construction platform for high-rise building
CN204876576U (en) * 2015-08-07 2015-12-16 俊川建筑科技有限公司 Building construction system

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2370150A1 (en) * 1976-11-03 1978-06-02 Desbarats Jean Climbing working platform for building construction - has wall bracket support transferred as new floor is added and platform lifted
CN104314304A (en) * 2014-10-23 2015-01-28 中建三局第一建设工程有限责任公司 Outside-steel, inside-aluminum, outside-climbing and inside-crossing comprehensive formwork system
CN104612391A (en) * 2014-12-30 2015-05-13 成都市第一建筑工程公司 Protection construction platform for high-rise building
CN204876576U (en) * 2015-08-07 2015-12-16 俊川建筑科技有限公司 Building construction system

Non-Patent Citations (3)

* Cited by examiner, † Cited by third party
Title
叶中卿: "绍兴世茂天际中心超高层建筑施工技术", 《上海建设科技》 *
吴华等: "超高层核心筒液压爬模施工技术", 《建筑技术》 *
邢向东等: "JFYM50型液压爬模架在高层建筑中的应用", 《浙江建筑》 *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106193578A (en) * 2016-07-18 2016-12-07 重庆建工第三建设有限责任公司 A kind of based on groove type quarter bend join modular system and construction technology
CN106193578B (en) * 2016-07-18 2018-04-24 重庆建工第三建设有限责任公司 It is a kind of that modular system and construction technology are matched somebody with somebody based on groove type quarter bend
CN110945195A (en) * 2017-06-30 2020-03-31 Hws混凝土塔有限公司 Self-climbing apparatus for vertical and quasi-vertical concrete surfaces

Similar Documents

Publication Publication Date Title
CN202706198U (en) Building structure
CN205742991U (en) A kind of truss-like hydraulic pressure integral steel platform jumping formwork
CN106437130A (en) Inner roof external climbing type formwork construction platform for super high-rise building construction
CN105019657A (en) Building construction system
JP4476096B2 (en) Construction method of large high-rise wind farm
CN201367728Y (en) Derrick-less hydraulic slip form device used for reinforced concrete water tower supporting tube construction
CN201250038Y (en) Wall-attached elevator hoistway
CN105178602A (en) Building construction system
CN204876578U (en) Building construction system
CN204876579U (en) Building construction system
CN204876575U (en) Building construction system
CN101298796A (en) Self-bearing type preprocessing component, self-bearing type preprocessing concrete structure and construction method thereof
CN104131706A (en) Vertical steel bar two-layer connecting structure of concrete framework structure and construction method of vertical steel bar two-layer connecting structure
CN204876576U (en) Building construction system
CN205100543U (en) Novel construction system of commercial mansion
CN202215006U (en) Tool-type fixed ladder for construction
JP2010133084A (en) Method of constructing hollow high structure
CN204876577U (en) Building construction system
CN105003074A (en) Commercial building construction system and construction method thereof
CN111075173B (en) Assembled concrete supporting system and construction method thereof
CN211639872U (en) Multi-specification PC component placing frame
CN204850469U (en) Commercial mansion system that builds
KR20110094720A (en) Composite cage for construction
CN209568688U (en) A kind of elevating construction platform
CN204754150U (en) Dish -type node formula scaffold

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20151223