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CN205400038U - Exempt from stupefied vertical template structure of back of body - Google Patents

Exempt from stupefied vertical template structure of back of body Download PDF

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Publication number
CN205400038U
CN205400038U CN201620161903.2U CN201620161903U CN205400038U CN 205400038 U CN205400038 U CN 205400038U CN 201620161903 U CN201620161903 U CN 201620161903U CN 205400038 U CN205400038 U CN 205400038U
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CN
China
Prior art keywords
template
aluminium alloy
aluminum alloy
lateral connection
connection template
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.)
Active
Application number
CN201620161903.2U
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Chinese (zh)
Inventor
王新鹏
梁亮
陈焕旭
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.)
Shenzhen Jianye Engineering Group Co ltd
Shenzhen Shengye Engineering Technology Co.,Ltd.
Original Assignee
Shenzhen Jianye Engineering Group Co Ltd
Shenzhen Shenjianye Building 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 Shenzhen Jianye Engineering Group Co Ltd, Shenzhen Shenjianye Building Technology Co Ltd filed Critical Shenzhen Jianye Engineering Group Co Ltd
Priority to CN201620161903.2U priority Critical patent/CN205400038U/en
Application granted granted Critical
Publication of CN205400038U publication Critical patent/CN205400038U/en
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Abstract

The utility model provides an exempt from stupefied vertical template structure of back of body, the fixed mode existence construction process that aims at overcoming the aluminum alloy template among the prior art is many, the shortcoming that construction cost is high, the utility model provides an exempt from stupefied vertical template structure of back of body, including the aluminum alloy template, the aluminum alloy template comprises the concatenation of a plurality of aluminum alloy unit template, vertical template is constituteed in the horizontal direction concatenation to a set of aluminum alloy unit template, concrete -filled's frame structure is constituteed to superimposed vertical template that makes progress in proper order, still include aluminum alloy transverse connection template, the length of aluminum alloy transverse connection template is corresponding with the unilateral length of vertical template, aluminum alloy transverse connection template settings is between adjacent two -layer vertical template, be equipped with the pin mounting hole in the aluminum alloy transverse connection template, pin fixed connection is passed through with vertical template to aluminum alloy transverse connection template, the aluminum alloy transverse connection template passing angle aluminium of corner forms a body structure. The utility model provides high efficiency of construction has reduced construction cost, is applicable to the fixed of building templates.

Description

One exempts from back cord vertical formwork structure
Technical field
This utility model relates to the realm of building construction, particularly relates to one and exempts from back cord vertical formwork structure.
Background technology
Begin to use although aluminum alloy mould plate is in the field of business, but the fixed form of aluminum alloy mould plate still adopts the fixed form of conventional template, by back cord, aluminum alloy mould plate is supported.The shortcomings such as it is many that this fixed form exists working procedure, and construction cost is high.
Utility model content
This utility model overcomes the fixed form of aluminum alloy mould plate of the prior art, and to there is working procedure many, the shortcoming that construction cost is high, it is provided that one exempts from back cord vertical formwork structure.
nullThis utility model realizes goal of the invention and the technical scheme is that one exempts from back cord vertical formwork structure,Including aluminum alloy mould plate,Described aluminum alloy mould plate is made up of the splicing of several aluminium alloy single meta templates,One group aluminum alloy unit template splices composition vertical formwork in the horizontal direction,The frame structure of the vertical formwork composition fill concrete of upwards superposition successively,Aluminium alloy single meta template is provided with pin installing hole,Adjacent aluminium alloy single meta template connects by pin is fixing,The aluminium alloy single meta template of corner forms integrative-structure by aluminum corner brace,Also include aluminium alloy lateral connection template,The length that the length of described aluminium alloy lateral connection template is monolateral with vertical formwork is corresponding,Aluminium alloy lateral connection template-setup is between adjacent two layers vertical formwork,Aluminium alloy lateral connection template is provided with pin installing hole,Aluminium alloy lateral connection template is connected by pin is fixing with vertical formwork,The aluminium alloy lateral connection template of corner forms integrative-structure by aluminum corner brace.
The aluminium alloy lateral connection template of described corner is provided with screw rod installed part, and the aluminium alloy lateral connection template of corner is into a single integrated structure by screw shaped.
Being provided with truss outside described aluminium alloy lateral connection template, truss is connected by pin is fixing with aluminium alloy lateral connection template.
The beneficial effects of the utility model are: this utility model is based on the feature of the high intensity of aluminum alloy mould plate, directly adopting aluminium alloy lateral connection template that vertical formwork is supported, concrete lateral pressure passes to aluminium alloy lateral connection template by vertical formwork and passes to screw rod again.When making section beam-column template, use assembled truss reinforcement, when making wall form, relative template is installed the reinforcing screw rod run through, it is ensured that the intensity of aluminium alloy lateral connection template.Vertical formwork and aluminium alloy lateral connection template are fixed by pin, install simple.This utility model need not install back cord again, improves efficiency of construction, has saved construction material, reduces construction cost.
Below in conjunction with accompanying drawing, the utility model will be further described with detailed description of the invention.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the A direction view of Fig. 1.
Fig. 3 is the structural representation that this utility model installs screw rod.
Fig. 4 is the partial enlarged drawing of Fig. 3.
Fig. 5 is the structural representation that this utility model makes section beam-column template.
Fig. 6 is the structural representation that this utility model makes wall form.
In accompanying drawing, 1 be aluminium alloy single meta template, 2 for aluminium alloy lateral connection template, 3 for aluminum corner brace, 4 for concrete, 5 for screw rod installed part, 6 for screw rod, 7 for truss, 8 for reinforce screw rod.
Detailed description of the invention
As shown in drawings, the one of the present embodiment exempts from back cord vertical formwork structure, and including aluminum alloy mould plate, described aluminum alloy mould plate is made up of the splicing of several aluminium alloy single meta templates 1.One group aluminum alloy unit template 1 splices composition vertical formwork in the horizontal direction, the frame structure of the vertical formwork composition fill concrete 4 of upwards superposition successively.Aluminium alloy single meta template 1 is provided with pin installing hole, and adjacent aluminium alloy single meta template 1 connects by pin is fixing.The aluminium alloy single meta template 1 of corner forms integrative-structure by aluminum corner brace 3.Also include aluminium alloy lateral connection template 2.The length that the length of described aluminium alloy lateral connection template 2 is monolateral with vertical formwork is corresponding, and aluminium alloy lateral connection template 2 is arranged between adjacent two layers vertical formwork, and vertical formwork is supported, and effectively prevents the situation such as mould, quick-fried mould generation of rising.In aluminium alloy lateral connection template, 2 are provided with pin installing hole, and aluminium alloy lateral connection template 2 is connected by pin is fixing with vertical formwork.The aluminium alloy lateral connection template 2 of corner forms integrative-structure by aluminum corner brace 3.In order to reinforce the connection of the aluminium alloy lateral connection template 2 of corner, the aluminium alloy lateral connection template 2 of the preferred corner of the present embodiment is provided with screw rod installed part 5, screw rod installed part 5 is provided with an inclined-plane for installing screw rod 6, and the aluminium alloy lateral connection template 2 of corner forms integrative-structure by screw rod 6.For ensureing the intensity of aluminium alloy lateral connection template 2, when making section beam-column template, as shown in Figure 5, being provided with truss 7 outside the preferred aluminium alloy lateral connection template 2 of the present embodiment, truss 7 is connected by pin is fixing with aluminium alloy lateral connection template 2;When making wall form, as shown in Figure 6, two pieces of relative aluminium alloy lateral connection templates 2 install the reinforcing screw rod 8 run through.
During actual installation, successively assembled vertical formwork and aluminium alloy lateral connection template 2 as required, and template on the corner is installed aluminum corner brace 3.Cross-sectional area depending on pre-filled concrete 4, it is considered to whether at the corner of aluminium alloy lateral connection template 2 interpolation screw rod 6.Depending on making the type of template, it is considered to whether install truss 7 in aluminium alloy lateral connection template 2 and reinforce screw rod 8.This utility model is based on the feature of the high intensity of aluminum alloy mould plate, concrete lateral pressure passes to aluminium alloy lateral connection template 2 by vertical formwork and passes to screw rod 6 again, eliminates back cord material, improves efficiency of construction, save construction material, reduce construction cost.

Claims (3)

  1. null1. exempt from back cord vertical formwork structure for one kind,Including aluminum alloy mould plate,Described aluminum alloy mould plate is made up of the splicing of several aluminium alloy single meta templates,One group aluminum alloy unit template splices composition vertical formwork in the horizontal direction,The frame structure of the vertical formwork composition fill concrete of upwards superposition successively,Aluminium alloy single meta template is provided with pin installing hole,Adjacent aluminium alloy single meta template connects by pin is fixing,The aluminium alloy single meta template of corner forms integrative-structure by aluminum corner brace,It is characterized in that,Also include aluminium alloy lateral connection template (2),The length that the length of described aluminium alloy lateral connection template (2) is monolateral with vertical formwork is corresponding,Aluminium alloy lateral connection template (2) is arranged between adjacent two layers vertical formwork,Aluminium alloy lateral connection template (2) is provided with pin installing hole,Aluminium alloy lateral connection template (2) is connected by pin is fixing with vertical formwork,Aluminium alloy lateral connection template (2) of corner forms integrative-structure by aluminum corner brace (3).
  2. 2. one according to claim 1 exempts from back cord vertical formwork structure, it is characterized in that, aluminium alloy lateral connection template (2) of described corner is provided with screw rod installed part (5), and aluminium alloy lateral connection template (2) of corner forms integrative-structure by screw rod (6).
  3. 3. one according to claim 1 and 2 exempts from back cord vertical formwork structure, it is characterised in that described aluminium alloy lateral connection template (2) outside is provided with truss (7), and truss (7) is connected by pin is fixing with aluminium alloy lateral connection template (2).
CN201620161903.2U 2016-03-03 2016-03-03 Exempt from stupefied vertical template structure of back of body Active CN205400038U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620161903.2U CN205400038U (en) 2016-03-03 2016-03-03 Exempt from stupefied vertical template structure of back of body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620161903.2U CN205400038U (en) 2016-03-03 2016-03-03 Exempt from stupefied vertical template structure of back of body

Publications (1)

Publication Number Publication Date
CN205400038U true CN205400038U (en) 2016-07-27

Family

ID=56444380

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620161903.2U Active CN205400038U (en) 2016-03-03 2016-03-03 Exempt from stupefied vertical template structure of back of body

Country Status (1)

Country Link
CN (1) CN205400038U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108316650A (en) * 2018-03-22 2018-07-24 浙江谊科建筑技术发展有限公司 A kind of ironware back cord corner connector

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108316650A (en) * 2018-03-22 2018-07-24 浙江谊科建筑技术发展有限公司 A kind of ironware back cord corner connector

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CP01 Change in the name or title of a patent holder
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Address after: Building 9, Building A, Building 20, Baoneng Science and Technology Park, No. 1 Qingxiang Road, Longhua Street, Longhua New District, Shenzhen City, Guangdong Province, 518000

Patentee after: Shenzhen Shengye Engineering Technology Co.,Ltd.

Patentee after: SHENZHEN JIANYE ENGINEERING GROUP Co.,Ltd.

Address before: Building 9, Building A, Building 20, Baoneng Science and Technology Park, No. 1 Qingxiang Road, Longhua Street, Longhua New District, Shenzhen City, Guangdong Province, 518000

Patentee before: SHENZHEN SHENJIANYE BUILDING TECHNOLOGY Co.,Ltd.

Patentee before: SHENZHEN JIANYE ENGINEERING GROUP Co.,Ltd.