CN2493682Y - Disposable form for concrete engineering - Google Patents

Disposable form for concrete engineering Download PDF

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Publication number
CN2493682Y
CN2493682Y CN 01231734 CN01231734U CN2493682Y CN 2493682 Y CN2493682 Y CN 2493682Y CN 01231734 CN01231734 CN 01231734 CN 01231734 U CN01231734 U CN 01231734U CN 2493682 Y CN2493682 Y CN 2493682Y
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CN
China
Prior art keywords
template
concrete
high density
model
utility
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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
CN 01231734
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Chinese (zh)
Inventor
曲俊义
张洪波
刘建伟
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BEIFANG DESIGN INST
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Individual
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Publication date
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Priority to CN 01231734 priority Critical patent/CN2493682Y/en
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Publication of CN2493682Y publication Critical patent/CN2493682Y/en
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Expired - Lifetime legal-status Critical Current

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Abstract

The utility model relates to a disposable template of a concrete engineering made from high density cement boards or high density gypsum boards, which is characterized in comprising the template and rib reinforcements positioned at a side. The rib reinforcements distribute vertically and horizontally. The utility model has advantages that: (1) by adopting the high density cement boards or the high density gypsum boards with high rigid and not easy deformation, after casting the concrete, the template and the structure component form into a whole, which can substitute plastering and basic decoration layer. Cleaning does not need films removal. (2) the template can improve the rigid of high floors and walls, meanwhile save concrete consumption, lower engineering price, which can substitute wooden templates and steel templates.

Description

The disposable template of concrete work
Technical field
The utility model relates to the disposable template of a kind of concrete work.
Background technology
Mainly adopt steel form and wooden form at present in concrete work (comprising body of wall and the floor) work progress.Steel form operation in formwork, form removal process is too loaded down with trivial details, and workload is big, and cost is higher, cleaning difficulty during recycling, and after the recycling for several times, template deformation is bigger, causes concrete surface pouring quality defective, builds the back wall that finishes and must lean on plaster leveling.Though it is comparatively simple that wooden form supports, but it is difficult when form removal, easy and the concrete bonding of wooden model, cracky during form removal, the number of turnover is low, and cost is higher, simultaneously because wooden form rigidity is poor, in the process of building, easily deform, directly influence concrete pouring quality, need plaster leveling after concreting finishes.
Summary of the invention
Technical problem to be solved in the utility model provide a kind of concreting rear pattern plate combine with structural element form one the disposable template of concrete work.
The technical scheme that the utility model adopted is: a kind of disposable template of being made by weighted cement plate or high-density gypsum plate of concrete work, it is made up of template and the ribs that is positioned on the one side.
The thickness of template is 8-12mm, and the height of the ribs on it is 10-15mm, and width is 10-30mm.
Ribs is for distributing in length and breadth.The cross section of every ribs be shaped as in following any: trapezoidal, square, semicircle.
The beneficial effects of the utility model are as follows: (1) owing to adopt weighted cement plate or high-density gypsum plate, its rigidity is big, and is not yielding, behind the concreting, template combines with structural element and forms one, and its alternative ash is plastered and basic finishing layer, does not need the form removal cleaning.(2) can improve the rigidity of floor or body of wall, save concrete amount simultaneously, reduce construction costs, alternative wooden form of this template and steel form.
Description of drawings
Fig. 1 is a front view of the present utility model.
Fig. 2 is the A-A sectional drawing of Fig. 1.
Fig. 3 is the disposable template installation drawing of body of wall.
Fig. 4 is the disposable template installation drawing of floor.
The specific embodiment
Fig. 1-2 is an embodiment of the present utility model, it is made by weighted cement plate or high-density gypsum, it is made up of template 1 and ribs 2, ribs 2 is positioned on the side of template 1, ribs 2 distributes in length and breadth and is grid-like, the length of side of grid is generally 600mm, and can be according to the size of the size adjusting grid of floor or body of wall.
The thickness of template is 8-12mm, and the height of the ribs 2 on it is 10-15mm, and width is 10-30mm.And being shaped as of the cross section of every ribs 2 trapezoidal (also can adopt square or semicircle).
Installation drawing when Fig. 3 is used to build body of wall for disposable template of the present utility model.With fixture 10 location template is moved in unlikely, guarantee the concrete thickness of building.Securing member 8 plays the role of positioning and makes unlikely outer the moving of template, thereby guarantees the concrete surface planeness.The normal mold method of its fixing means is simple and easy to do, has simplified construction sequence.
In Fig. 3,3 is polyphenyl plate, 4 is from close property concrete or from close property light concrete, 6 is pea gravel concreten, 7 is the two-way concrete slab net, and 8 is securing member (i.e. the screw rod of an end band hook), and 9 is beam, 10 is fixture (it is made up of steel pipe 12, plastic mattress 13, stopper 14, tapping screw 15), and 11 is floor.
Securing member 8 one sides are hung on the gauze wire cloth 7, and opposite side adopts the bolt mode to be fixed on the disposable template 1, can freely adjust the template planeness.Bolt hole on the template 1 is an elongated hole 5, can discharge shake gas in the close process of concreting.
Installation drawing when Fig. 4 is used to water build floor for disposable template of the present utility model.In Fig. 4,16 are supporting member commonly used, and 17 is polyphenyl plate, and 18 is beam, and 19 is that gauze wire cloth φ 3@50 is two-way, and 20 is concrete, and 21 for calculating arrangement of reinforcement, and 22 is tie rod.

Claims (4)

1, a kind of disposable template of being made by weighted cement plate or high-density gypsum plate of concrete work is characterized in that it is made up of template (1) and the ribs (2) that is positioned on the one side.
2, disposable template according to claim 1 is characterized in that ribs is for distributing in length and breadth.
3, disposable template according to claim 1 and 2 is characterized in that the thickness of template (1) is 8-12mm, and the height of the ribs on it (2) is 10-15mm, and width is 10-30mm.
4, disposable template according to claim 3, it is characterized in that every ribs (2) cross section be shaped as in following any: trapezoidal, square, semicircle.
CN 01231734 2001-07-19 2001-07-19 Disposable form for concrete engineering Expired - Lifetime CN2493682Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 01231734 CN2493682Y (en) 2001-07-19 2001-07-19 Disposable form for concrete engineering

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 01231734 CN2493682Y (en) 2001-07-19 2001-07-19 Disposable form for concrete engineering

Publications (1)

Publication Number Publication Date
CN2493682Y true CN2493682Y (en) 2002-05-29

Family

ID=33645936

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 01231734 Expired - Lifetime CN2493682Y (en) 2001-07-19 2001-07-19 Disposable form for concrete engineering

Country Status (1)

Country Link
CN (1) CN2493682Y (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101492963B (en) * 2008-05-16 2011-01-19 中冶天工上海十三冶建设有限公司 Special-shaped gypsum column, beam and plate connector processing method
CN101446125B (en) * 2007-11-27 2012-05-23 贵阳铝镁设计研究院有限公司 Method for treating inner formwork of concrete silo wall
CN103132689A (en) * 2011-12-02 2013-06-05 合肥杰事杰新材料股份有限公司 Building template
CN104652696A (en) * 2015-03-08 2015-05-27 济南大学 Permanent modified desulphurization gypsum compound heat-insulating template and a manufacturing method thereof.
CN107401217A (en) * 2017-09-22 2017-11-28 中国石油大学(华东) A kind of beamless hollow floor chamber concrete-filled steel tube shear wall combined structure system and method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101446125B (en) * 2007-11-27 2012-05-23 贵阳铝镁设计研究院有限公司 Method for treating inner formwork of concrete silo wall
CN101492963B (en) * 2008-05-16 2011-01-19 中冶天工上海十三冶建设有限公司 Special-shaped gypsum column, beam and plate connector processing method
CN103132689A (en) * 2011-12-02 2013-06-05 合肥杰事杰新材料股份有限公司 Building template
CN104652696A (en) * 2015-03-08 2015-05-27 济南大学 Permanent modified desulphurization gypsum compound heat-insulating template and a manufacturing method thereof.
CN107401217A (en) * 2017-09-22 2017-11-28 中国石油大学(华东) A kind of beamless hollow floor chamber concrete-filled steel tube shear wall combined structure system and method

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: NORTH CHINA ACADEMY OF DESIGN

Free format text: FORMER OWNER: QU JUNYI; PATENTEE

Effective date: 20060526

C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20060526

Address after: 050011 No. 199 East Yuhua Road, Hebei, Shijiazhuang

Patentee after: Beifang Design Inst.

Address before: 050051 Hebei city of Shijiazhuang province Weimingnan Street No. 37 Qi Jianwei

Co-patentee before: Zhang Hongbo

Patentee before: Qu Junyi

Co-patentee before: Qi Jianwei

C17 Cessation of patent right
CX01 Expiry of patent term

Expiration termination date: 20110719

Granted publication date: 20020529