CN202644362U - Concrete terrace iron plate die structure - Google Patents
Concrete terrace iron plate die structure Download PDFInfo
- Publication number
- CN202644362U CN202644362U CN 201220256549 CN201220256549U CN202644362U CN 202644362 U CN202644362 U CN 202644362U CN 201220256549 CN201220256549 CN 201220256549 CN 201220256549 U CN201220256549 U CN 201220256549U CN 202644362 U CN202644362 U CN 202644362U
- Authority
- CN
- China
- Prior art keywords
- concrete terrace
- iron plate
- die structure
- plate die
- rectangular iron
- 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
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- Moulds, Cores, Or Mandrels (AREA)
Abstract
The utility model relates to a road building tool, in particular to a concrete terrace iron plate die structure. The concrete terrace iron plate die structure consists of a rectangular iron sheet and two regular-rectangular iron sheets with the same size, wherein the rectangular iron sheet is bent into a V-shaped groove, the bottom of the groove is provided with a plane, and the regular-rectangular iron sheets are welded to two ends of the V-shaped groove. The concrete terrace iron plate die structure disclosed by the utility model has the characteristics of more reasonable design, lower construction cost, better stability, better evenness and the like.
Description
Technical field
The utility model relates to a kind of road construction instrument, especially relates to a kind of concrete terrace iron plate form structure.
Background technology
The absolute altitude control of large-area concrete terrace and the straight control of seam lattice are a great problems in the construction always, concrete terrace side form traditional method generally all adopts channel-section steel to make, bar dowel is squeezed in the soil fixing, because hardcore bed affect that channel-section steel be difficult for to be fixed and concrete is very easily walked about when building, be difficult to the absolute altitude of control concrete terrace, and then affect the concrete pouring quality, even also can affect its use function.In order to ensure the quality of large-area concrete terrace, adopt prefabricated special concrete piece to replace channel-section steel to make side form, large of the concrete terrace after the moulding is smooth, and the seam lattice are straight, and impression is better.
Summary of the invention
The utility model mainly is that construction cost is higher, less stable for the existing complex structure of prior art, the technical problem of the relatively poor grade of planeness provides a kind of simple in structure, and construction cost is lower, stability is better, and planeness is concrete terrace iron plate form structure preferably.
Above-mentioned technical problem of the present utility model is mainly solved by following technical proposals: the positive rectangular iron of a slice rectangular iron and two formed objects forms, rectangular iron is bent into the V-shape groove, bottom land leaves the plane, and positive rectangular iron is welded on the two ends of V-shape groove.
As preferably, be provided with some circular holes on the plane, space between the circular hole.Losing fangle phenomenon when being difficult for the problem of the demoulding and the demoulding in order to solve vacuum in the mould.
Therefore, the utlity model has design more reasonable, construction cost is lower, stability better, the characteristics such as planeness is better.
Description of drawings
Accompanying drawing 1 is overall structure schematic diagram of the present utility model.
The specific embodiment
Below by embodiment, and by reference to the accompanying drawings, the technical solution of the utility model is described in further detail.
Embodiment 1: the positive rectangular iron 2 of a slice rectangular iron 1 and two formed objects forms, and rectangular iron is bent into the V-shape groove, and bottom land leaves plane 3, and positive rectangular iron 2 is welded on the two ends of V-shape groove.Be provided with some circular holes 4 on the plane, space between the circular hole 4.Making length with the thick galvanized iron sheet of 2mm is 600mm, and section is the equilateral triangle mould of 190mm; Beat along its length Φ 10mm aperture, spacing 40mm at the mould end opening; Losing fangle phenomenon (as shown in Figure 1) when being difficult for the problem of the demoulding and the demoulding in order to solve vacuum in the mould.
Claims (2)
1. concrete terrace iron plate form structure, positive rectangular iron by a slice rectangular iron and two formed objects forms, it is characterized in that described rectangular iron (1) is bent into the V-shape groove, bottom land leaves plane (3), and positive rectangular iron (2) is welded on the two ends of V-shape groove.
2. concrete terrace iron plate form structure according to claim 1 is characterized in that being provided with on the described plane (3) some circular holes (4), space between the circular hole (4).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220256549 CN202644362U (en) | 2012-05-17 | 2012-05-17 | Concrete terrace iron plate die structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220256549 CN202644362U (en) | 2012-05-17 | 2012-05-17 | Concrete terrace iron plate die structure |
Publications (1)
Publication Number | Publication Date |
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CN202644362U true CN202644362U (en) | 2013-01-02 |
Family
ID=47413492
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 201220256549 Expired - Fee Related CN202644362U (en) | 2012-05-17 | 2012-05-17 | Concrete terrace iron plate die structure |
Country Status (1)
Country | Link |
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CN (1) | CN202644362U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108756142A (en) * | 2018-05-23 | 2018-11-06 | 江苏无锡二建建设集团有限公司 | The construction method of large-area concrete terrace |
-
2012
- 2012-05-17 CN CN 201220256549 patent/CN202644362U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108756142A (en) * | 2018-05-23 | 2018-11-06 | 江苏无锡二建建设集团有限公司 | The construction method of large-area concrete terrace |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130102 Termination date: 20130517 |