CN2386102Y - External mould type sandwich cement form board - Google Patents
External mould type sandwich cement form board Download PDFInfo
- Publication number
- CN2386102Y CN2386102Y CN 99228557 CN99228557U CN2386102Y CN 2386102 Y CN2386102 Y CN 2386102Y CN 99228557 CN99228557 CN 99228557 CN 99228557 U CN99228557 U CN 99228557U CN 2386102 Y CN2386102 Y CN 2386102Y
- Authority
- CN
- China
- Prior art keywords
- form board
- template
- mould type
- external mould
- type sandwich
- 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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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to an external mould type sandwich cement form board which is used in building construction. The external mould type sandwich cement form board is composed of concrete and a mesh lining, wherein the mesh lining is arranged at the middle of the form board, both sides of the mesh lining are provided with the concrete, and the mesh lining can be made of wire meshes or glass fiber. The shape of the form board can be an oblong or a right angle or a circular arc. When the form board is used, the thickness of the form board is reckoned in the thickness of a wall of a building, and the form board does not need to be removed after casting. Thus, the external mould type sandwich cement form board can save time and labor and reduces construction cost and resource waste.
Description
The utility model is the template of using in a kind of construction project, belongs to build the technical field that the construction equipment is made in the construction.
At present, the template of using in the construction project is wooden model or punching block, makes of timber or steel.Every construction project all needs to consume a large amount of timber and steel are made template, and after the concreting moulding, consume again manually go to remove, integer, reserve is used next time, loss is bigger again when removing wooden model or punching block.Thereby the template that construction project uses has not only consumed a large amount of timber, steel, has wasted very valuable natural resources, and has expended a large amount of labours and incured loss through delay the duration.
It is low, convenient, fast that goal of the invention of the present utility model provides a kind of construction cost, need not consume the external schema interlayer cement formwork of timber or steel.
External schema interlayer cement formwork of the present utility model is made up of liner and concrete, the centre of this template is netted liner, the both sides of liner are concrete, liner is gauze wire cloth or glass fiber, the profile of template is a rectangle, thickness is 2-4 centimetre, also can make the shape that promptly have right angle of cross section for " L " shape, can also make the shape that cross section is a circular arc as required.During use with the THICKNESS CALCULATION of this cement formwork in the gross thickness of the body of wall that will pour into a mould or pillar, after cast finishes, cement that newly waters and template are linked to be an integral body, therefore need not remove this template, directly with the extexine of this cement formwork as body of wall or pillar.
Advantage of the present utility model is:
1. external schema interlayer cement formwork has substituted wooden model or punching block, thereby has saved valuable natural resources such as a large amount of timber, steel.
2. external schema interlayer cement formwork can carry out batch production production or site prefabrication, after the use, becomes the part of whole building naturally, does not need form removal.Save the man-hour of molding and form removal, reduced the cost of construction.
3. improved the quality of concrete pouring, do not had wooden form, steel form piece, defectives such as not tight have been installed, thereby concreting spillage not, workmanship guaranteed.
Fig. 1 is the structural representation of rectangle template of the present utility model.Concrete 1 netted liner 2 is wherein arranged.
Fig. 2 is vertical sectional structure schematic diagram of Fig. 1, and concrete 1 and netted liner 2 are wherein arranged.
Fig. 3 is that cross section is the rectangular-shaped template schematic diagram of " L " shape.
Fig. 4 is that cross section is the template schematic diagram of circular arc.
Embodiment of the present utility model is as follows:
With sandstone as aggregate, with water, cement be cementitious materials as concrete, stir, liner adopts steel fabric sheet, pour into respectively plate shaped, right angle type, the sheet of circular arc, to adapt to different needs, when making wall form, adopt rectangular slabbed construction template, when making the template of square column, adopt the template of right angle type, when making the template of the template of cylinder or circular arc corner body of wall, adopt the circular arc template, just can be made into the utility model according to the above.
Claims (5)
1. external schema interlayer cement formwork, the centre that it is characterized in that this template is netted liner (1), the both sides of liner are concrete (2).
2. external schema interlayer cement formwork according to claim 1 is characterized in that liner (1) is gauze wire cloth or glass fiber.
3. external schema interlayer cement formwork according to claim 1 and 2, the profile that it is characterized in that template is a rectangle.
4. external schema interlayer cement formwork according to claim 1 and 2 is characterized in that the cross section of template is " L " shape.
5. external schema interlayer cement formwork according to claim 1 and 2, the cross section that it is characterized in that template is a circular arc.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 99228557 CN2386102Y (en) | 1999-06-09 | 1999-06-09 | External mould type sandwich cement form board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 99228557 CN2386102Y (en) | 1999-06-09 | 1999-06-09 | External mould type sandwich cement form board |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2386102Y true CN2386102Y (en) | 2000-07-05 |
Family
ID=34017924
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 99228557 Expired - Fee Related CN2386102Y (en) | 1999-06-09 | 1999-06-09 | External mould type sandwich cement form board |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2386102Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100359109C (en) * | 2005-07-21 | 2008-01-02 | 季学宏 | Construction process for building concrete structure and its used mould |
| CN1687542B (en) * | 2005-04-22 | 2010-04-14 | 大连理工大学 | Method for self-densifying concrete through enhanced mesh grid of fiber |
| CN102828524A (en) * | 2012-08-14 | 2012-12-19 | 董田野 | Cement board formwork construction method |
-
1999
- 1999-06-09 CN CN 99228557 patent/CN2386102Y/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1687542B (en) * | 2005-04-22 | 2010-04-14 | 大连理工大学 | Method for self-densifying concrete through enhanced mesh grid of fiber |
| CN100359109C (en) * | 2005-07-21 | 2008-01-02 | 季学宏 | Construction process for building concrete structure and its used mould |
| CN102828524A (en) * | 2012-08-14 | 2012-12-19 | 董田野 | Cement board formwork construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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 |