CN2487816Y - Universal combined steel shuttering - Google Patents

Universal combined steel shuttering Download PDF

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Publication number
CN2487816Y
CN2487816Y CN 01233641 CN01233641U CN2487816Y CN 2487816 Y CN2487816 Y CN 2487816Y CN 01233641 CN01233641 CN 01233641 CN 01233641 U CN01233641 U CN 01233641U CN 2487816 Y CN2487816 Y CN 2487816Y
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CN
China
Prior art keywords
shuttering
plate
unit
combined
unit board
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 - Fee Related
Application number
CN 01233641
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Chinese (zh)
Inventor
王贵
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Individual
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Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN 01233641 priority Critical patent/CN2487816Y/en
Application granted granted Critical
Publication of CN2487816Y publication Critical patent/CN2487816Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model provides a universal combined steel shuttering which is has no deformation after used for hundreds of times. The steel shuttering has high using rate, low cost and waste reduction. The utility model consists of an inner shuttering (1), a combined unit plate (2) and a fixing connection plate (3) and is characterized in that a shuttering working plane of the combined plate is the same several unit planes divided from a molding plane. Each unit plane is combined to form the molding plane of the shuttering. A certain space is arranged among the unit plate to reduce weight. The other two ends of the unit plate are connected with an upper and lower connecting plates (4) and (5). The inner shuttering (1) is fixed on the molding plane which is formed by sticking on the unit plate (2).

Description

Omnipotent combined steel formwork
The present invention relates to a kind of omnipotent combined steel formwork of forming by inner formword, assembled unit plate and fixed connecting plate.
Now beam, pier stud, the abutment of bridge construction, founding a capital to wait and use disposable steel form in the room, can only be used on a bridge and the house, nextly just can not use again, have to be used as scrap iron to sell, and wasted great deal of steel.
In order to save steel, reduce engineering cost, invented omnipotent combined steel formwork, be applicable to bridge construction, system beam, pier stud, abutment, Fang Jian etc.
The purpose of this invention is to provide a kind of omnipotent combined steel formwork.Can be hundreds of time use indeformablely, increased the service efficiency of steel form, thereby reduced the cost of disposable processing and fabricating steel form, reach the purpose of saving material, increasing benefit.
Its composition of the utility model comprises inner formword 1, assembled unit plate 2, and fixed connecting plate 3 is formed.It is characterized in that, its shuttering work face of described compoboard is that forming surface is divided into identical several parts elemental area, each elemental area combination back forms the template forming surface, be weight reduction, between each unit board certain space is arranged, the two ends in addition of each unit board are connected with last lower connecting plate 4,5, and inner formword 1 is placed to be fixed in to be fitted in and is formed on the profile after unit board 2 makes up.
The utility model is further perfect, is fixed with at the outside mid portion of each unit board and adds firmware.
The utility model has the advantages that: (1) is simple in structure, installs and change unit board conveniently; (2) save steel, reduce cost, cut the waste; (3) easy to use, transportation is quick; (4) number of turnover is many, utilization rate height, long service life.Originally bridge construction, pier stud, system beam, abutment and steel form be only limited to a bridge and use, the turnover space seldom, utilization rate is very low, and can making up arbitrarily and install according to the needs of pier stud or abutment, beam, and punching block technology precision with omnipotent combined steel formwork, quality is good, and is indeformable.
Fig. 1 is the utility model embodiment column-form structural representation
Fig. 2 is a unit board structure chart among Fig. 1
Fig. 3 is the lower connecting plate structure chart of Fig. 1
Fig. 4 is the utility model embodiment flat formwork structure chart in addition
Fig. 5 is the utility model embodiment arch face formwork structure figure in addition
As shown in Figure 1, the utility model is omnipotent combined steel formwork.All kinds of cylindrical template capable of being combined.To descend fixed connecting plate (5) to lie on the ground, assembled unit plate (2) is inserted successively in the groove of following fixed connecting plate (5) and reinforce, install fixed connecting plate (4) then, at last internal mold (1) is put in, form the forming surface inboard near the assembled unit plate, and steady admittedly with magnet piece or bolt.
Use the method, press body diameter, select " fixed connecting plate " and " assembled unit plate " arbitrary combination of same diameter, thereby be combined into all kinds of cylindrical steel templates that diameter does not wait.
As shown in Figure 4, the utility model all kinds of planes capable of being combined steel form, to go up lower connecting plate lies on the ground, assembled unit plate (can make hollowcore slab, reticular lamina or perforated plate) is successively placed on above the lower connecting plate, with bolt unit board and junction plate are reinforced, at last " internal mold " is fixed on the set of planes plywood and forms on the forming surface inboard.
Use the method,, increase and decrease the length and the width of " assembled unit plate ", can form the plane steel form of all kinds of purposes according to required plane length size.
As shown in Figure 5, the utility model steel form that overarches also capable of being combined takes out two " arch junction plates ", " assembled unit plate " is successively placed on " arch junction plate " to be gone up and solid steady, form bow member, then " arch mould " is fixed on the bow member, the aggregate erection steel form that overarches.

Claims (2)

1, a kind of omnipotent combined steel formwork, its composition comprises inner formword (1), assembled unit plate (2), fixed connecting plate (3) is formed.It is characterized in that its shuttering work face of described compoboard is that institute's forming surface is divided into identical several parts elemental area, each elemental area combination back forms the template forming surface; For weight reduction, between each unit board certain space is arranged, each unit board is connected with last lower connecting plate (4) (5) at two ends in addition, and inner formword (1) is formed on the profile after placing and being fixed in the combination that is fitted in by unit board (2).
2, omnipotent combined steel formwork as claimed in claim 1 is characterized in that, is fixed with at the outside mid portion of each unit board and adds firmware.
CN 01233641 2001-07-31 2001-07-31 Universal combined steel shuttering Expired - Fee Related CN2487816Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 01233641 CN2487816Y (en) 2001-07-31 2001-07-31 Universal combined steel shuttering

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 01233641 CN2487816Y (en) 2001-07-31 2001-07-31 Universal combined steel shuttering

Publications (1)

Publication Number Publication Date
CN2487816Y true CN2487816Y (en) 2002-04-24

Family

ID=33647413

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 01233641 Expired - Fee Related CN2487816Y (en) 2001-07-31 2001-07-31 Universal combined steel shuttering

Country Status (1)

Country Link
CN (1) CN2487816Y (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102635231A (en) * 2012-04-13 2012-08-15 中铁十七局集团第三工程有限公司 Self-stabilization support system for inner film of circular reinforced concrete structure
CN104827551A (en) * 2015-05-27 2015-08-12 中国一冶集团有限公司 Heating furnace stand column diking inner mold easy to assemble and disassemble and operation method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102635231A (en) * 2012-04-13 2012-08-15 中铁十七局集团第三工程有限公司 Self-stabilization support system for inner film of circular reinforced concrete structure
CN102635231B (en) * 2012-04-13 2014-06-04 中铁十七局集团第三工程有限公司 Self-stabilization support system for inner film of circular reinforced concrete structure
CN104827551A (en) * 2015-05-27 2015-08-12 中国一冶集团有限公司 Heating furnace stand column diking inner mold easy to assemble and disassemble and operation method thereof

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C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee