CN201206329Y - Assembled reinforced bar truss template - Google Patents

Assembled reinforced bar truss template Download PDF

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Publication number
CN201206329Y
CN201206329Y CNU2008200872556U CN200820087255U CN201206329Y CN 201206329 Y CN201206329 Y CN 201206329Y CN U2008200872556 U CNU2008200872556 U CN U2008200872556U CN 200820087255 U CN200820087255 U CN 200820087255U CN 201206329 Y CN201206329 Y CN 201206329Y
Authority
CN
China
Prior art keywords
reinforcing bar
steel bar
web member
soffit formwork
plate
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.)
Expired - Lifetime
Application number
CNU2008200872556U
Other languages
Chinese (zh)
Inventor
单银木
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.)
Hang Xiao Gang Gou limited company
Original Assignee
Zhejiang Hangxiao Steel Structure 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 Zhejiang Hangxiao Steel Structure Co Ltd filed Critical Zhejiang Hangxiao Steel Structure Co Ltd
Priority to CNU2008200872556U priority Critical patent/CN201206329Y/en
Application granted granted Critical
Publication of CN201206329Y publication Critical patent/CN201206329Y/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

An assembled steel bar truss template comprises a steel bar truss and a bottom template. The steel bar truss is arranged below the steel bar truss; the steel bar truss comprises an upper chord steel bar, a lower chord steel bar and a web member steel bar, wherein, the upper chord steel bar is fixedly connected with the upper end of the web member steel bar, the lower chord steel bar is fixedly connected with the lower end of the web member steel bar, the lower chord steel bar is connected with a connecting fastener, the lower end of the connecting fastener is fixedly connected with a bolt, a bolt hole is formed on the bottom plate, and the bolt is installed in the bolt hole. The assembled steel bar truss template has the advantages of simple assembly of the truss and convenient disassembly of the bottom plate.

Description

Assembled steel reinforced truss mould plate
Technical field
The utility model belongs to building unit, relates in particular to a kind of reinforcement bar truss mould plate.
Background technology
Existing reinforcement bar truss mould plate adopts steel bar girder to fixedly connected with soffit formwork, and steel bar girder adopts site assembly, and soffit formwork and steel bar girder are non-dismountable, after the floor completion, need remove soffit formwork devastatingly.
Summary of the invention
For the truss assembling trouble that overcomes existing reinforcement bar truss mould plate, the deficiency of soffit formwork dismounting trouble, the utility model provides a kind of truss to assemble assembled steel reinforced truss mould plate simple, the soffit formwork convenient disassembly.
The technical scheme that its technical problem that solves the utility model adopts is:
A kind of assembled steel reinforced truss mould plate, comprise steel bar girder and soffit formwork, described soffit formwork is installed in the steel bar girder below, described steel bar girder comprises the reinforcing bar that winds up, lower edge reinforcing bar and web member reinforcing bar, and the reinforcing bar that winds up is fixedlyed connected with web member reinforcing bar upper end, and the lower edge reinforcing bar is fixedlyed connected with web member reinforcing bar lower end, described lower edge reinforcing bar is connected with connection fastener, the lower end of described connection fastener is connected with bolt, has bolt hole on the described soffit formwork, and described bolt is installed in the bolt hole.
Further, described soffit formwork is plastic plate, bamboo offset plate or metal sheet.
Further again, described soffit formwork comprises the prefabricated on-gauge plate of setting shape and size, splicing mutually between described each prefabricated on-gauge plate.
Further, described winding up welded between reinforcing bar and the web member reinforcing bar, welds between described web member reinforcing bar and the lower edge reinforcing bar.
The beneficial effects of the utility model mainly show: 1, simple, the soffit formwork convenient disassembly .2 of truss assembling, soffit formwork adopt standard component to reuse, and have saved the integrated cost of soffit formwork.3, because steel bar girder adopts bolt to be connected with soffit formwork, be applicable to the building-site assembling, steel bar girder can overlappingly be packed, and saves a large amount of transport spaces, so reduced cost of transportation.4, standard back template stiffness is better, and is more smooth, improved the quality on floor plates surface.5, pre-buried screw thread can be used for interior decoration etc. and hangs.
Description of drawings
Fig. 1 is the structure chart of assembled steel reinforced truss mould plate of the present utility model.
Fig. 2 is the schematic diagram of an A-A structure shown in Figure 1.
Fig. 3 is the schematic diagram of the another kind of structure of A-A shown in Figure 1.
Fig. 4 is the schematic diagram of another structure of A-A shown in Figure 1.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is further described.
With reference to Fig. 1-Fig. 4, a kind of assembled steel reinforced truss mould plate, comprise steel bar girder 1 and soffit formwork 2, described soffit formwork 2 is installed in steel bar girder 1 below, described steel bar girder 1 comprises the reinforcing bar 3 that winds up, lower edge reinforcing bar 4 and web member reinforcing bar 5, the reinforcing bar 3 that winds up is fixedlyed connected with web member reinforcing bar 4 upper ends, lower edge reinforcing bar 5 is fixedlyed connected with web member reinforcing bar 4 lower ends, described lower edge reinforcing bar 4 is connected with connection fastener 6, fixedly connected with bolt 7 in the lower end of described connection fastener 6, have bolt hole on the described soffit formwork 2, described bolt 7 is installed in the bolt hole.
Described soffit formwork 2 is plastic plate, bamboo offset plate or metal sheet.Described soffit formwork 2 comprises the prefabricated on-gauge plate of setting shape and size, splicing mutually between described each prefabricated on-gauge plate.The described welding between reinforcing bar 3 and the web member reinforcing bar 4 of winding up, welding between described web member reinforcing bar 4 and the lower edge reinforcing bar 5.
The reinforcing bar 3 that winds up of present embodiment, lower edge reinforcing bar 5 adopt electric resistance welding to be connected with web member reinforcing bar 4.The soffit formwork 1 of detachable can adopt material such as plastic plate, bamboo offset plate, metal sheet, and shape and big I require to be made into different standard components according to difference, available dedicated equipment processing preformed hole on the soffit formwork.Connection fastener 6 can be with PVC equal strength plastic production preferably, and bolt 7 connects can batch size, adopts different bolts, as plain bolt, lifting bolt etc.

Claims (4)

1, a kind of assembled steel reinforced truss mould plate, comprise steel bar girder and soffit formwork, described soffit formwork is installed in the steel bar girder below, it is characterized in that: described steel bar girder comprises the reinforcing bar that winds up, lower edge reinforcing bar and web member reinforcing bar, the reinforcing bar that winds up is fixedlyed connected with web member reinforcing bar upper end, the lower edge reinforcing bar is fixedlyed connected with web member reinforcing bar lower end, described lower edge reinforcing bar is connected with connection fastener, the lower end of described connection fastener is connected with bolt, have bolt hole on the described soffit formwork, described bolt is installed in the bolt hole.
2, assembled steel reinforced truss mould plate as claimed in claim 1 is characterized in that: described soffit formwork is plastic plate, bamboo offset plate or metal sheet.
3, assembled steel reinforced truss mould plate as claimed in claim 1 or 2 is characterized in that: described soffit formwork comprises the prefabricated on-gauge plate of setting shape and size, splicing mutually between described each prefabricated on-gauge plate.
4, assembled steel reinforced truss mould plate as claimed in claim 3 is characterized in that: described winding up welded between reinforcing bar and the web member reinforcing bar, welds between described web member reinforcing bar and the lower edge reinforcing bar.
CNU2008200872556U 2008-05-16 2008-05-16 Assembled reinforced bar truss template Expired - Lifetime CN201206329Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008200872556U CN201206329Y (en) 2008-05-16 2008-05-16 Assembled reinforced bar truss template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008200872556U CN201206329Y (en) 2008-05-16 2008-05-16 Assembled reinforced bar truss template

Publications (1)

Publication Number Publication Date
CN201206329Y true CN201206329Y (en) 2009-03-11

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008200872556U Expired - Lifetime CN201206329Y (en) 2008-05-16 2008-05-16 Assembled reinforced bar truss template

Country Status (1)

Country Link
CN (1) CN201206329Y (en)

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102071804A (en) * 2010-12-18 2011-05-25 浙江杭萧钢构股份有限公司 Building method of floor plate
CN102134906A (en) * 2011-03-02 2011-07-27 天津市建科机械制造有限公司 Truss in integral type framework structure
CN102418414A (en) * 2010-09-28 2012-04-18 杨峰 Long-slab-span prefabricated beam floor formwork system
CN102561679A (en) * 2012-03-12 2012-07-11 浙江汉德邦建材有限公司 Fabricated floor decking sheet, fastener and construction method of cast-in-situ concrete floor slabs
CN102979232A (en) * 2012-10-15 2013-03-20 浙江杭萧钢构股份有限公司 Assembly type steel bar truss floor support plate
CN103195201A (en) * 2013-03-29 2013-07-10 浙江锐博建材有限公司 Manufacturing process of steel bar truss buckle hanging type floor support plate
CN103195200A (en) * 2013-03-29 2013-07-10 浙江锐博建材有限公司 Steel bar truss buckle hanging type floor support plate
CN103899022A (en) * 2012-12-27 2014-07-02 上海建工七建集团有限公司 Integrated floor component construction method
CN105089192A (en) * 2015-06-24 2015-11-25 浙江东南网架股份有限公司 Dismountable bottom formwork steel bar truss floor support plate and assembling method of dismountable bottom formwork steel bar truss floor support plate
CN105155748A (en) * 2015-08-27 2015-12-16 浙江大泰科技股份有限公司 Integral combining and hoisting in-position structure device for floor plates of reinforcing steel bar trusses
CN105317145A (en) * 2014-07-30 2016-02-10 多维联合集团有限公司 Detachable bottom formwork type steel bar truss deck
CN106284977A (en) * 2016-08-26 2017-01-04 中天建设集团有限公司 A kind of arc shear wall shuttering supporting reinforces main stupefied and construction method

Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102418414A (en) * 2010-09-28 2012-04-18 杨峰 Long-slab-span prefabricated beam floor formwork system
CN102071804A (en) * 2010-12-18 2011-05-25 浙江杭萧钢构股份有限公司 Building method of floor plate
CN102134906A (en) * 2011-03-02 2011-07-27 天津市建科机械制造有限公司 Truss in integral type framework structure
CN102561679A (en) * 2012-03-12 2012-07-11 浙江汉德邦建材有限公司 Fabricated floor decking sheet, fastener and construction method of cast-in-situ concrete floor slabs
CN102561679B (en) * 2012-03-12 2015-05-20 浙江汉德邦建材有限公司 Fabricated floor decking sheet, fastener and construction method of cast-in-situ concrete floor slabs
CN102979232A (en) * 2012-10-15 2013-03-20 浙江杭萧钢构股份有限公司 Assembly type steel bar truss floor support plate
CN103899022A (en) * 2012-12-27 2014-07-02 上海建工七建集团有限公司 Integrated floor component construction method
CN103195200A (en) * 2013-03-29 2013-07-10 浙江锐博建材有限公司 Steel bar truss buckle hanging type floor support plate
CN103195201A (en) * 2013-03-29 2013-07-10 浙江锐博建材有限公司 Manufacturing process of steel bar truss buckle hanging type floor support plate
CN105317145A (en) * 2014-07-30 2016-02-10 多维联合集团有限公司 Detachable bottom formwork type steel bar truss deck
CN105089192A (en) * 2015-06-24 2015-11-25 浙江东南网架股份有限公司 Dismountable bottom formwork steel bar truss floor support plate and assembling method of dismountable bottom formwork steel bar truss floor support plate
CN105089192B (en) * 2015-06-24 2018-02-13 浙江东南网架股份有限公司 A kind of detachable bed die steel bar truss floor support plate and its assembly method
CN105155748A (en) * 2015-08-27 2015-12-16 浙江大泰科技股份有限公司 Integral combining and hoisting in-position structure device for floor plates of reinforcing steel bar trusses
CN106284977A (en) * 2016-08-26 2017-01-04 中天建设集团有限公司 A kind of arc shear wall shuttering supporting reinforces main stupefied and construction method
CN106284977B (en) * 2016-08-26 2019-02-12 中天建设集团有限公司 A kind of main stupefied and its construction method of arc shear wall shuttering supporting reinforcing

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee

Owner name: HANGXIAO STEEL COMPONENT CO., LTD.

Free format text: FORMER NAME: ZHEJIANG HANGXIAO STEEL STRUCTURE CO., LTD.

CP01 Change in the name or title of a patent holder

Address after: 311217 Xinjie Town, Xiaoshan District, Zhejiang, Hangzhou

Patentee after: Hang Xiao Gang Gou limited company

Address before: 311217 Xinjie Town, Xiaoshan District, Zhejiang, Hangzhou

Patentee before: Zhejiang Hangxiao Steel Structure Co., Ltd.

CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20090311