CN201221198Y - Aluminum alloy formwork system - Google Patents

Aluminum alloy formwork system Download PDF

Info

Publication number
CN201221198Y
CN201221198Y CNU2008203009633U CN200820300963U CN201221198Y CN 201221198 Y CN201221198 Y CN 201221198Y CN U2008203009633 U CNU2008203009633 U CN U2008203009633U CN 200820300963 U CN200820300963 U CN 200820300963U CN 201221198 Y CN201221198 Y CN 201221198Y
Authority
CN
China
Prior art keywords
template
plate
formwork
evening
frame
Prior art date
Application number
CNU2008203009633U
Other languages
Chinese (zh)
Inventor
陈晓东
孙涛
Original Assignee
北京中建柏利工程技术发展有限公司
中建国际建设有限公司
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 北京中建柏利工程技术发展有限公司, 中建国际建设有限公司 filed Critical 北京中建柏利工程技术发展有限公司
Priority to CNU2008203009633U priority Critical patent/CN201221198Y/en
Application granted granted Critical
Publication of CN201221198Y publication Critical patent/CN201221198Y/en

Links

Abstract

The utility model relates to an aluminum alloy formwork system, consisting of aluminum alloy formworks and supporting stands; wherein, each supporting stand comprises an adjustable steel supporter, a heightening section and a top holder which are connected together from top down; the aluminum alloy formworks include a wall formwork, column formworks, a top slab formwork, a beam side formwork and a beam bottom formwork; the peripheries of the panels of the wall formwork and the column formworks are integrated with borders; the outer surfaces of the borders are provided with keyways and connecting holes; cross back ribs are connected with the backs of the panels; transitional plates are connected with the corners of the beam side formwork; the borders of the beam bottom formwork are connected with a beam bottom crossbeam; the cross section of the beam bottom crossbeam is shaped like a downward ribbet; and through holes which are used for the connection of the panel of the beam bottom formwork are distributed on the two opposite long sides of the beam bottom crossbeam. The aluminum alloy formwork system, which is characterized by simple structure, light weight and easy recycling, can be quickly and conveniently disassembled and assembled only by adopting simple connectors and can realize the integral concrete casting of a single-layered wall body and a top slab and achieve the effect of as-cast-finish concrete.

Description

The aluminium alloys template system

Technical field

The utility model relates to a kind of construction formwork system.

Background technology

In the last few years, China's construction industry develop rapidly, the proportion of especially high-rise cast-in-situ concrete building structure increases day by day, and face was measured wide instrument greatly in the middle of form work engineering had become building engineering construction.Known construction formwork system is made up of template and supporting frame two large divisions, adopts rigidity bigger medium-sized gang form, steel form in a large number, with steel for wood.Though these templates are widely used, also there are many problems, for example, processing difficulties spends more time assembly and disassembly; Bulky, difficult.At these problems, existing people attempts to use the aluminum alloy building template assembly of being made up of panel and frame, still, because the combining structure imperfection still can not form template system and use for engineering.

The utility model content

In order to overcome the deficiency of existing aluminium alloys template, the utility model provides a kind of aluminium alloys template system, solve that construction formwork is too heavy, cost is high, assembling, dismounting speed slowly, technical problem not easy to be recycled; And solve that body of wall, top board were built moulding respectively, the problem that speed of application is slow in the past.

The technical scheme that its technical problem that solves the utility model adopts is:

A kind of aluminium alloys template system is made up of aluminium alloys template and supporting frame two large divisions, it is characterized in that: above-mentioned supporting frame is supported, increases joint and torn open head evening by adjustable steel and is formed by connecting from bottom to top, and tearing head evening open has at the bottom of the beam to tear open evening at the bottom of head and the plate and tear head evening open;

Above-mentioned aluminium alloys template comprises wall form, column template, roof plate template, side template and the beam bottom board plate that is connected by the fixed connecting piece spelling, wherein:

The panel periphery and the frame of wall form and column template are connected as a single entity, and the external surface of frame has concavo-convex teeth groove and connecting hole, and horizontal backing strip is connected in the back of panel;

Be connected excessive plate between side template and the roof plate template, excessively the cross section of plate is a unfilled corner semi-closed shaped as frame, and excessively there is spacing support lugn the ends on two of plate long limits, and excessively the inner face of plate is distributed with through hole;

The frame of roof plate template is connected by the plate cross member, and the cross section of plate cross member is downward opening grooved, and two long relatively limits of plate cross member are distributed with and connect the hole that roof plate template is used, and supports by tearing head evening at the bottom of the plate open below the plate cross member;

Support by tearing head evening at the bottom of the beam open below the beam bottom board plate.

On the above-mentioned horizontal backing strip concavo-convex anti-skidding line can be arranged.

The said fixing connector can be connecting pin, connection pin plate or the taper pin of steel.

Can connect the reinforcement gusset below the bight of above-mentioned panel.

Compared with prior art the utlity model has following characteristics and beneficial effect:

1, the utility model aluminium alloys template system adopts the fine aluminum alloy material, anti-yield strength is better than the Q235 steel, through the extrusion equipment extrusion modling, compare with steel system template and to have reduced weight per unit area significantly, standard wall form Weight control realizes easily carrying, easily assembles, easy removal in the scope that human body carrying institute can bear.This template specification size is clear and definite, reduces non-standard template kind and quantity, can have enough to meet the need to use up to a hundred times, long perfomance life.

2, compare with conventional template, roof plate template can be realized early tearing open, has designed at the bottom of the novel beam and evening torn support open by top board, has realized that template lowly drops into, high turnover rate, improves the template construction progress.Material turnover is fast, less investment, transport cost, lose, indemnity for damage expense, the also corresponding minimizing of maintenance cost, remarkable in economical benefits.Applicable to high level, superelevation layer, multi-storey building and utilities building.

3, the horizontal backing strip of the utility model aluminium alloys template system wall form is positioned at the inside of Form board frame, horizontal backing strip 4 is vertical with vertical edge frame 3, the template system wall form adopts asymmetric formula cloth muscle form, be divided into upper-lower position, respectively that upper and lower end is suffered different loads, be distributed on the corresponding horizontal backing strip of template, improved the support strength of template, the balanced to greatest extent suffered load in template two ends.Simply the mode of stepping up realizes the integral assembling of template, can realize the concrete monobloc cast of individual layer body of wall and top board, and template surface is smooth, is easy to the demoulding, can reach the clear-water concrete surface effect.

4, installing plate base angle, the utility model aluminium alloys template system wall form bottom steel, the end tooth engagement design of frame has reduced the contact area behind the template assembly, is easy to the dismounting of template.

5, the utility model aluminium alloys template system adopts and to be connected and fixed connector, under connecting pin and the cooperation that is connected pin plate, knocks the connection pin plate by hammer, makes between template and is fixed, add compact form simply, operate light.The climbing structure design is adopted in the horizontal bar cross section, above the template after can climbing combination under the situation of not climbing instrument by horizontal bar.

6, the excessive plate of the utility model aluminium alloys template system body of wall and top board all adopts spacing support except that the excessive plate in angle, improves the top board safety in utilization, has promoted the working strength of top board.

Description of drawings

Fig. 1 is the structural representation of wall form;

Fig. 2 is the structural representation of column template;

Fig. 3 is the structural representation of roof plate template;

Fig. 4 is the structural representation of side template;

Fig. 5 is adjacent frame end tooth mesh schematic representation;

Fig. 6 is the local enlarged diagram in A place of Fig. 5;

Fig. 7 is the schematic diagram of frame vertical sectional shape;

Fig. 8 is the schematic diagram of horizontal backing strip cross sectional shape;

Fig. 9 schematic diagram that to be roof plate template be connected with supporting frame with the plate cross member;

Figure 10 is the local structure for amplifying schematic diagram in the B place of Fig. 9;

Figure 11 is the structural representation of excessive plate;

Figure 12 is the structural representation that column template connects;

Figure 13 is the schematic diagram that connects to form that tear head and adjustable steel support evening open at the bottom of the plate;

Figure 14 is the schematic diagram that connects to form that tear head and adjustable steel support evening open at the bottom of the beam;

Figure 15 is the schematic diagram behind the utility model embodiment composite assembly.

Reference numeral: tear head evening open at the bottom of 1-wall form, 2-column template, 3-roof plate template, 4-side template, 5-beam bottom board plate, the 6-plate, tear head evening open at the bottom of the 7-beam, 8-is adjustable, and steel supports, 9-increases joint, 10-plate cross member, 11-fixed connecting piece, the excessive plate of 12-, the spacing support lugn of 13-, 14-frame, the concavo-convex teeth groove of 15-, the horizontal backing strip of 16-, 17-reinforcement gusset, the concavo-convex anti-skidding line of 18-, 19-connecting hole, 20-through hole.

The specific embodiment

Embodiment is referring to shown in Figure 15, this aluminium alloys template system, be made up of aluminium alloys template and supporting frame two large divisions, above-mentioned aluminium alloys template comprises wall form 1, column template 2, roof plate template 3, side template 4 and the beam bottom board plate 5 that is connected by fixed connecting piece 11 spellings.Above-mentioned wall form and roof plate template adopt standardized designs, and the template size that exceeds adopts and connects high template, satisfies requirement of engineering.Each parts design of section of the present utility model is reasonable, for all aluminium alloy extruding forms, each component is formed braced structures with welding manner, improved the globality of panel and horizontal, vertical frame, backing strip, guarantee the planeness and the appearance and size of form surfacing, strengthened the functional performance such as intensity, rigidity of template.Installing plate base angle, the wall form bottom steel of above-mentioned template system reduces the contact area on template and ground, makes things convenient for the dismounting of wall form.

Referring to Fig. 1, Fig. 2, the panel periphery and the frame 14 of wall form 1 and column template 2 are connected as a single entity.Horizontal backing strip 16 is connected in the back of panel; Connect below the bight of above-mentioned panel and strengthen gusset 17.Referring to Fig. 5, Fig. 6, Fig. 7, the external surface of frame 14 has concavo-convex teeth groove 15 and connecting hole 19.The frame of template system adopts the end tooth engagement, reduces the contact area between frame, is easy to the dismounting of template.

The horizontal, vertical frame of above-mentioned template system template, excessive plate, the connecting hole of plate cross member etc. all can interconnect the template of different parts according to certain modulus setting.The design of support formula is adopted in the installation of template system roof plate template, and the excessive plate of body of wall and top board all adopts the restriction supporting way except that the excessive plate in angle, can improve the support strength of roof plate template, strengthens the safety of template construction.

The shape of roof plate template 3 is referring to Fig. 3.The shape of side template 4 and beam bottom board plate 5 is referring to Fig. 4.

Referring to Fig. 5, Fig. 6, Fig. 7, the panel periphery and the frame 14 of wall form 1 and column template 2 are connected as a single entity, and the external surface of frame 14 has concavo-convex teeth groove 15 and connecting hole 19.

Referring to Fig. 8, on the above-mentioned horizontal backing strip 16 concavo-convex anti-skidding line 18 can be arranged, horizontal backing strip 16 is connected in the back of panel.Template system is according to the use location difference of wall form, and the quantity of appearance and size and horizontal backing strip also changes thereupon.The climbing structure design can be adopted in horizontal backing strip cross section, above the template after can climbing combination under the situation of not climbing instrument by horizontal backing strip.

Referring to Fig. 9, Figure 10, the frame of roof plate template 3 is connected by plate cross member 10, and the cross section of plate cross member 10 is downward opening grooved, and two long relatively limits of plate cross member 10 are distributed with and connect the hole that roof plate template is used, and plate cross member 10 is following by tearing 6 support evening at the bottom of the plate open.

Referring to Figure 11, be connected excessive plate 12 between side template 4 and the roof plate template 3, excessively the cross section of plate 12 is a unfilled corner semi-closed shaped as frame, and excessively there is spacing support lugn 13 ends on two of plate 12 long limits, and excessively the inner face of plate 12 is distributed with through hole 20.

Referring to Figure 12, column template 2 is connected by fixed connecting piece 11 spellings, and fixed connecting piece 11 can be connecting pin, connection pin plate or the taper pin of steel.The connected mode of template adopts and is connected and fixed connector, under connecting pin and the cooperation that is connected pin plate, knocks the connection pin plate by hammer, makes between template and is fixed.Add that compact form is simple, operation is light.

Referring to Figure 13, Figure 14, supporting frame is supported 8, is increased joint 9 and jacking is formed by connecting from bottom to top by adjustable steel, above-mentioned jacking be at the bottom of as shown in figure 13 the beam evening tear 7 open, or top board as shown in figure 14 tears 6 evening open.Support by tearing 7 evening at the bottom of the beam open below the beam bottom board plate, support by tearing 7 evening at the bottom of the plate open below the roof plate template.

Claims (4)

1. aluminium alloys template system, form by aluminium alloys template and supporting frame two large divisions, it is characterized in that: above-mentioned supporting frame is supported (8), increases joint (9) and is torn open head evening by adjustable steel and is formed by connecting from bottom to top, and tearing head evening open has at the bottom of the beam to tear open evening at the bottom of head (7) and the plate and tear (6) evening open;
Above-mentioned aluminium alloys template comprises wall form (1), column template (2), roof plate template (3), side template (4) and the beam bottom board plate (5) that is connected by fixed connecting piece (11) spelling, wherein:
The panel periphery of wall form (1) and column template (2) and frame (14) are connected as a single entity, and the external surface of frame (14) has concavo-convex teeth groove (15) and connecting hole (19), and horizontal backing strip (16) is connected in the back of panel;
Be connected excessive plate (12) between side template (4) and the roof plate template (3), excessively the cross section of plate (12) is a unfilled corner semi-closed shaped as frame, excessively there is spacing support lugn (13) end on two of plate (12) long limits, and excessively the inner face of plate (12) is distributed with through hole (20);
The frame of roof plate template (3) is connected by plate cross member (10), the cross section of plate cross member (10) is downward opening grooved, two long relatively limits of plate cross member (10) are distributed with and connect the hole that roof plate template is used, and plate cross member (10) is following to be supported by tearing head (6) evening at the bottom of the plate open;
Support by tearing head (7) evening at the bottom of the beam open below the beam bottom board plate (5).
2. according to the described aluminium alloys template system of right 1 claim, it is characterized in that: concavo-convex anti-skidding line (18) is arranged on the above-mentioned horizontal backing strip (16).
3. according to the described aluminium alloys template system of right 1 claim, it is characterized in that: said fixing connector (11) is connecting pin, connection pin plate or the taper pin of steel.
4. according to the described aluminium alloys template system of right 1 claim, it is characterized in that: connect below the bight of above-mentioned panel and strengthen gusset (17).
CNU2008203009633U 2008-06-02 2008-06-02 Aluminum alloy formwork system CN201221198Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008203009633U CN201221198Y (en) 2008-06-02 2008-06-02 Aluminum alloy formwork system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008203009633U CN201221198Y (en) 2008-06-02 2008-06-02 Aluminum alloy formwork system

Publications (1)

Publication Number Publication Date
CN201221198Y true CN201221198Y (en) 2009-04-15

Family

ID=40574708

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008203009633U CN201221198Y (en) 2008-06-02 2008-06-02 Aluminum alloy formwork system

Country Status (1)

Country Link
CN (1) CN201221198Y (en)

Cited By (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101824907A (en) * 2010-04-30 2010-09-08 倪国荣 Connecting structure of aluminum alloy building template assembly
CN102116082A (en) * 2010-12-21 2011-07-06 吴方伯 Moulding board for building purposes
WO2013023330A1 (en) * 2011-08-12 2013-02-21 Lei Canbo Combined system of split building template
CN103089004A (en) * 2013-01-31 2013-05-08 朱宏宇 Combination frame module, component frame module and tool set structure and installing and dismantling method thereof
CN103255929A (en) * 2012-02-15 2013-08-21 天津三春科技有限公司 Assembly technology of adjustable supporting columns and eight type modularized steel floor slab moulds
CN103850433A (en) * 2012-12-04 2014-06-11 深圳市特辰科技股份有限公司 Aluminium alloy building formwork
CN104727546A (en) * 2013-12-21 2015-06-24 中建四局第三建筑工程有限公司 Method for using aluminum alloy form board to pour concrete floor and transmission hole mould of method
CN105625708A (en) * 2015-12-31 2016-06-01 云南建工建材科技有限责任公司 Aluminum wood composite formwork system for buildings
CN106013770A (en) * 2016-07-04 2016-10-12 浙江谊科建筑技术发展有限公司 Aluminum formwork support structure
CN106013803A (en) * 2016-07-04 2016-10-12 浙江谊科建筑技术发展有限公司 Installing process of aluminum formwork
CN106013771A (en) * 2016-07-04 2016-10-12 浙江谊科建筑技术发展有限公司 Building technology for irrigating by aluminum template
CN106088572A (en) * 2016-08-05 2016-11-09 中国建筑第八工程局有限公司 Aluminum alloy mould plate transformation and turnover use construction method
CN106168065A (en) * 2016-07-04 2016-11-30 浙江谊科建筑技术发展有限公司 A kind of pouring auxiliary aluminum diaphragm system
CN106193587A (en) * 2016-08-31 2016-12-07 青岛建集团有限公司 Aluminum alloy building template splicing component
CN106368430A (en) * 2016-11-10 2017-02-01 湖北森峰铝模科技有限公司 Aluminum formwork installation process
CN106401185A (en) * 2016-11-14 2017-02-15 湖北森峰铝模科技有限公司 Aluminum alloy formwork and outer wall K plate strengthening device
CN107100360A (en) * 2017-06-21 2017-08-29 山东新活新材料科技有限公司 Heat-preserving wall is with aluminum dipping form board connecting structure and utilizes its insulation wall construction method
CN109235887A (en) * 2018-08-28 2019-01-18 中国水利水电第九工程局有限公司 A kind of Quick Release custom built forms system and its construction method for high-rise
CN110145115A (en) * 2019-06-05 2019-08-20 广东志特新材料科技有限公司 A kind of high trestle aluminum alloy mould plate system and its construction method

Cited By (25)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101824907A (en) * 2010-04-30 2010-09-08 倪国荣 Connecting structure of aluminum alloy building template assembly
CN102116082A (en) * 2010-12-21 2011-07-06 吴方伯 Moulding board for building purposes
CN102116082B (en) * 2010-12-21 2012-07-04 吴方伯 Moulding board for building purposes
WO2013023330A1 (en) * 2011-08-12 2013-02-21 Lei Canbo Combined system of split building template
CN103255929A (en) * 2012-02-15 2013-08-21 天津三春科技有限公司 Assembly technology of adjustable supporting columns and eight type modularized steel floor slab moulds
CN103850433B (en) * 2012-12-04 2016-08-10 深圳市特辰科技股份有限公司 A kind of aluminum alloy building template
CN103850433A (en) * 2012-12-04 2014-06-11 深圳市特辰科技股份有限公司 Aluminium alloy building formwork
CN103089004B (en) * 2013-01-31 2015-02-18 朱宏宇 Combination frame module, component frame module and tool set structure and installing and dismantling method thereof
CN103089004A (en) * 2013-01-31 2013-05-08 朱宏宇 Combination frame module, component frame module and tool set structure and installing and dismantling method thereof
CN104727546A (en) * 2013-12-21 2015-06-24 中建四局第三建筑工程有限公司 Method for using aluminum alloy form board to pour concrete floor and transmission hole mould of method
CN105625708A (en) * 2015-12-31 2016-06-01 云南建工建材科技有限责任公司 Aluminum wood composite formwork system for buildings
CN106168065A (en) * 2016-07-04 2016-11-30 浙江谊科建筑技术发展有限公司 A kind of pouring auxiliary aluminum diaphragm system
CN106013770A (en) * 2016-07-04 2016-10-12 浙江谊科建筑技术发展有限公司 Aluminum formwork support structure
CN106013771A (en) * 2016-07-04 2016-10-12 浙江谊科建筑技术发展有限公司 Building technology for irrigating by aluminum template
CN106013770B (en) * 2016-07-04 2019-08-02 浙江谊科建筑技术发展有限公司 A kind of aluminum dipping form board supporting structure
CN106013803A (en) * 2016-07-04 2016-10-12 浙江谊科建筑技术发展有限公司 Installing process of aluminum formwork
CN106088572A (en) * 2016-08-05 2016-11-09 中国建筑第八工程局有限公司 Aluminum alloy mould plate transformation and turnover use construction method
CN106088572B (en) * 2016-08-05 2018-06-19 中国建筑第八工程局有限公司 Construction method is transformed and is used in turn to aluminum alloy mould plate
CN106193587A (en) * 2016-08-31 2016-12-07 青岛建集团有限公司 Aluminum alloy building template splicing component
CN106368430A (en) * 2016-11-10 2017-02-01 湖北森峰铝模科技有限公司 Aluminum formwork installation process
CN106401185A (en) * 2016-11-14 2017-02-15 湖北森峰铝模科技有限公司 Aluminum alloy formwork and outer wall K plate strengthening device
CN106401185B (en) * 2016-11-14 2018-09-18 湖北森峰铝模科技有限公司 A kind of aluminum alloy mould plate exterior wall K plate bracing means
CN107100360A (en) * 2017-06-21 2017-08-29 山东新活新材料科技有限公司 Heat-preserving wall is with aluminum dipping form board connecting structure and utilizes its insulation wall construction method
CN109235887A (en) * 2018-08-28 2019-01-18 中国水利水电第九工程局有限公司 A kind of Quick Release custom built forms system and its construction method for high-rise
CN110145115A (en) * 2019-06-05 2019-08-20 广东志特新材料科技有限公司 A kind of high trestle aluminum alloy mould plate system and its construction method

Similar Documents

Publication Publication Date Title
US9004443B2 (en) Early-stripping formwork system for concreting of constructions comprising beams, slab and columns
CN201053200Y (en) Assembled
CN201206329Y (en) Assembled reinforced bar truss template
CN102797353B (en) A kind of morning tears gang form system open
CN201494995U (en) Elevator shaft door protection device
CN201507051U (en) Removable glass inner curtain wall hanging sectional material
CN209682482U (en) A kind of fabricated shear wall mold
CN101280625B (en) Non-welding assembly shuttering system
CN203684658U (en) Early-dismantled template system of dropping prevention plate
CN205908003U (en) Quick detach formula elevator shaft operating platform
CN106869489A (en) Super High Core Walls Structure level and vertical synchronous construction top module system and construction method
CN208072950U (en) A kind of combination set shaped steel formwork
CN202187547U (en) Light and high-strength alloy early-removed template system
CN102704672A (en) Installation construction method for large all-steel formwork at internal corner of shear wall
CN203271123U (en) Template early disassembling head
CN201406639Y (en) Support of construction formworks of side flange plate of concrete-steel beam
CN201165756Y (en) Single side wall moulding board apparatus
CN106948598A (en) A kind of aluminum alloy formwork system and its construction method for variable cross-section rectangular column
CN202755643U (en) Early removal fabricated formwork system
CN107090974A (en) A kind of top plate Quick Release support system and its construction method
CN109594479A (en) A kind of parallel overpass center anticollision barrier of double width while construct mould bases and method
CN106368430A (en) Aluminum formwork installation process
CN106044486A (en) Car wall full-frame type elevator car
CN207453459U (en) A kind of laminated floor slab post-cast strip formwork erecting structure
CN207348461U (en) Aluminum alloy mould plate morning form removal support system

Legal Events

Date Code Title Description
GR01 Patent grant
C14 Grant of patent or utility model
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20090415

Termination date: 20160602