CN102587639B - Double-layered skirting board and service method thereof - Google Patents
Double-layered skirting board and service method thereof Download PDFInfo
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- CN102587639B CN102587639B CN201210019126.4A CN201210019126A CN102587639B CN 102587639 B CN102587639 B CN 102587639B CN 201210019126 A CN201210019126 A CN 201210019126A CN 102587639 B CN102587639 B CN 102587639B
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- clamping plate
- strip
- strip clamping
- clamp plate
- formwork
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Abstract
The invention relates to a double-layered skirting board and a service method thereof. The double-layered skirting board comprises a first strip-shaped clamp plate and a second strip-shaped clamp plate, the second strip-shaped clamp plate is stacked on the first strip-shaped clamp plate in parallel, and the first strip-shaped clamp plate and the second strip-shaped clamp plate are fixed on a concrete floor via cement nails. The service method includes following steps: placing a rectangular column or shear wall ink line on the concrete floor; fixing the first strip-shaped clamp plate and the second strip-shaped clamp plate onto the concrete floor via the cement nails, leading the first strip-shaped clamp plate to be aligned with a form erecting edge line; leading the second strip-shaped clamp plate to retract and stagger along a form erecting edge by 18mm, leading a pitch between each two cement nails to range from 120mm to 150mm, erecting a rectangular column or shear wall formwork, and clamping the bottom of the formwork into L-shaped grooves of the double-layered skirting board. The problems that in the prior art, wall column formwork erecting positioning accuracy is low, mortar is easy to leak, roots are easy to be corroded, and labor and time are wasted are solved.
Description
Technical field
The present invention relates to technical field of buildings, particularly relate to the bilayer that a kind of wall, post formwork use and see sole and using method thereof.
Background technology
For the concrete vertical structure (wall, post etc.) with building clamping plate formwork, traditional method is to do template with clamping plate, flitch is for stupefied, steel pipe or tie are reinforced, location by reserved steel bar head on bottom plate face or on the main muscle of post wall the method such as welded limiting reinforcing bar, during for fear of concreting, there are the quality problems such as rotten of spillage, to after having reinforced, adjustment the gap of template and floor face be blocked by cement mortar at formwork root, cement mortar is solidified Shi Caike and is watered walling, post concrete, not only takes a lot of work but also time-consuming.
Summary of the invention
Technical problem to be solved by this invention is to provide a kind of bilayer and sees sole and method thereof, solves in prior art at the bottom of wall column formwork installs positional accuracy, easily produces the quality problems such as rotten of spillage, useless work and time-consuming defect.
The technical solution adopted for the present invention to solve the technical problems is: provide a kind of bilayer to see sole, comprise the first strip clamping plate and the second strip clamping plate, described the second strip clamping plate are parallel to be overlayed on described the first strip clamping plate; Described the first strip clamping plate and the second strip clamping plate are fixed on concrete floor by cement nail.
Described the first strip clamping plate align with formwork sideline, and described the second strip clamping plate are by formwork limit indentation 18mm.
Described the first strip clamping plate are clamping plate rim charge for building, and width is that 55mm-65mm, thickness are 16mm-20mm.
Described the second strip clamping plate are clamping plate rim charge for building, and width is that 37mm-47mm, thickness are 16mm-20mm.
Described cement nail is 3 * 50 cement nails.
Spacing between described cement nail is 120-150mm.
The seam of the seam of described the first strip clamping plate and the second strip clamping plate staggers more than 40mm up and down.
The technical solution adopted for the present invention to solve the technical problems is: provide a kind of and use above-mentioned bilayer to see that sole carries out the method for wall, post formwork, comprises the following steps:
(1) on concrete floor, rectangular column or the shear wall line of ink marker are put well;
(2) the first described strip clamping plate and the second strip clamping plate are fixed on concrete floor with cement nail, the first strip clamping plate align with formwork sideline, and the second strip clamping plate are by the formwork limit indentation 18mm that staggers, and the spacing between cement nail is 120～150mm;
(3) install rectangular column or shear wall formwork, template bottom is sticked into bilayer and see in sole L-type groove.
The seam of the seam of described the first strip clamping plate and the second strip clamping plate staggers more than 40mm up and down.
Beneficial effect
Owing to having adopted above-mentioned technical scheme, the present invention compared with prior art, there is following advantage and good effect: the present invention effectively utilizes waste and old construction formwork to make, in part, changed the technique that traditional wall, column template install, installation and application is simple, practical, efficient, when solution wall, column template install the accuracy of location, efficiently solve a difficult problem that easily occurs the quality problems such as rotten of spillage in prior art.
Accompanying drawing explanation
Fig. 1 is plan view of the present invention;
Fig. 2 is along the sectional view of A-A line in Fig. 1;
Fig. 3 is application stereogram of the present invention.
The specific embodiment
Below in conjunction with specific embodiment, further set forth the present invention.Should be understood that these embodiment are only not used in and limit the scope of the invention for the present invention is described.In addition should be understood that those skilled in the art can make various changes or modifications the present invention after having read the content of the present invention's instruction, these equivalent form of values fall within the application's appended claims limited range equally.
Embodiments of the present invention relate to a kind of bilayer and see sole, as depicted in figs. 1 and 2, comprise the first strip clamping plate 1 and the second strip clamping plate 2, and described the second strip clamping plate 2 are parallel to be overlayed on described the first strip clamping plate 1; Described the first strip clamping plate 1 and the second strip clamping plate 2 are fixed on concrete floor 4 by cement nail 3.
Wherein, described the first strip clamping plate 1 align with formwork sideline, and described the second strip clamping plate 2 are by formwork limit indentation 18mm.Described the first strip clamping plate 1 are clamping plate rim charge for building, and width is that 55mm-65mm, thickness are 16mm-20mm.Described the second strip clamping plate 2 are clamping plate rim charge for building, and width is that 37mm-47mm, thickness are 16mm-20mm.Described cement nail 3 is 3 * 50 cement nails.Spacing between described cement nail 3 is 120-150mm.During installation, seam crossing will splice tightly, and the seam of the seam of the first strip clamping plate 1 and the second strip clamping plate 2 staggers more than 40mm up and down, also should stagger in corner.
As shown in Figure 3, the shear wall that the rectangular column that is designed to the length of side and is 600mm is 200mm with width is connected, after rectangular column or the shear wall line of ink marker being put well on concrete floor, shifting to an earlier date ready the first strip clamping plate 1 and the second strip clamping plate 2 use cement nails 3 are fixed on concrete floor, the first strip clamping plate 1 align with formwork sideline, the second strip clamping plate 2 are by formwork limit indentation 18mm, spacing between each cement nail 3 is arbitrary value in 120mm～150mm, install rectangular column or shear wall formwork, template bottom is sticked into bilayer and see in sole L-type groove.During installation, seam crossing will splice tightly, and the seam of the seam of the first strip clamping plate 1 and the second strip clamping plate 2 staggers more than 40mm up and down, also should stagger in corner.
Be not difficult to find, the present invention effectively utilizes waste and old construction formwork to make, in part, changed the technique that traditional wall, column template install, installation and application is simple, practical, efficient, when solution wall, column template install the accuracy of location, efficiently solve a difficult problem that easily occurs the quality problems such as rotten of spillage in prior art.
Claims (9)
1. bilayer is seen a sole, comprises the first strip clamping plate (1) and the second strip clamping plate (2), it is characterized in that, described the second strip clamping plate (2) are parallel to be overlayed on described the first strip clamping plate (1); Described the first strip clamping plate (1) and the second strip clamping plate (2) are fixed on concrete floor (4) by cement nail (3).
2. bilayer according to claim 1 is seen sole, it is characterized in that, described the first strip clamping plate (1) align with formwork sideline, and described the second strip clamping plate (2) are by formwork limit indentation 18mm.
3. bilayer according to claim 1 is seen sole, it is characterized in that, described the first strip clamping plate (1) are clamping plate rim charge for building, and width is that 55mm-65mm, thickness are 16mm-20mm.
4. bilayer according to claim 1 is seen sole, it is characterized in that, described the second strip clamping plate (2) are clamping plate rim charge for building, and width is that 37mm-47mm, thickness are 16mm-20mm.
5. bilayer according to claim 1 is seen sole, it is characterized in that, described cement nail (3) is 3 * 50mm cement nail.
6. bilayer according to claim 1 is seen sole, it is characterized in that, the spacing between described cement nail (3) is 120-150mm.
7. bilayer according to claim 1 is seen sole, it is characterized in that, the seam of the seam of described the first strip clamping plate (1) and the second strip clamping plate (2) staggers more than 40mm up and down.
8. use is seen sole as the bilayer as described in arbitrary in claim 1-7 and is carried out a method for wall, post formwork, it is characterized in that, comprises the following steps:
(1) on concrete floor, rectangular column or the shear wall line of ink marker are put well;
(2) the first described strip clamping plate and the second strip clamping plate are fixed on concrete floor with cement nail, the first strip clamping plate align with formwork sideline, and the second strip clamping plate are by the formwork limit indentation 18mm that staggers, and the spacing between cement nail is 120～150mm;
(3) install rectangular column or shear wall formwork, template bottom is sticked into bilayer and see in sole L-type groove.
9. method according to claim 8, is characterized in that, the seam of the seam of described the first strip clamping plate and the second strip clamping plate staggers more than 40mm up and down.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210019126.4A CN102587639B (en) | 2012-01-20 | 2012-01-20 | Double-layered skirting board and service method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210019126.4A CN102587639B (en) | 2012-01-20 | 2012-01-20 | Double-layered skirting board and service method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102587639A CN102587639A (en) | 2012-07-18 |
| CN102587639B true CN102587639B (en) | 2014-09-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210019126.4A Expired - Fee Related CN102587639B (en) | 2012-01-20 | 2012-01-20 | Double-layered skirting board and service method thereof |
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| Country | Link |
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| CN (1) | CN102587639B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105587121A (en) * | 2016-03-02 | 2016-05-18 | 中国葛洲坝集团三峡建设工程有限公司 | Foot pressing plate and use method thereof |
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| JPH10140653A (en) * | 1996-11-07 | 1998-05-26 | Isao Okawa | Two-by-four method building |
| CN2491554Y (en) * | 2000-10-09 | 2002-05-15 | 华汇系统板模有限公司 | System building formwork |
| CN101115892A (en) * | 2005-02-07 | 2008-01-30 | 瑟奇·迈勒 | Concrete wall formwork module |
| CN201209322Y (en) * | 2008-02-22 | 2009-03-18 | 中冶天工建设有限公司 | Column angle chamfering mold for overhead equipment foundation platform |
| CN101517178A (en) * | 2006-08-18 | 2009-08-26 | Sire墙体有限公司 | Template and method for constructing concrete wall |
| CN201762709U (en) * | 2010-07-21 | 2011-03-16 | 中建一局集团第五建筑有限公司 | Cement board base membrane |
| JP2011226166A (en) * | 2010-04-20 | 2011-11-10 | Daito Trust Construction Co Ltd | Bearing wall structure of wooden framework building |
| CN202467163U (en) * | 2012-01-20 | 2012-10-03 | 浙江天元建设（集团）股份有限公司 | Double-layer template supporting board |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2364136Y (en) * | 1998-05-28 | 2000-02-16 | 张唐善 | Universal steel form |
| CN201245967Y (en) * | 2008-10-27 | 2009-05-27 | 中铁九局集团有限公司 | Pulp leaking-proof formwork |
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2012
- 2012-01-20 CN CN201210019126.4A patent/CN102587639B/en not_active Expired - Fee Related
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2155403Y (en) * | 1993-06-28 | 1994-02-09 | 朱家德 | Spile form |
| JPH10140653A (en) * | 1996-11-07 | 1998-05-26 | Isao Okawa | Two-by-four method building |
| CN2491554Y (en) * | 2000-10-09 | 2002-05-15 | 华汇系统板模有限公司 | System building formwork |
| CN101115892A (en) * | 2005-02-07 | 2008-01-30 | 瑟奇·迈勒 | Concrete wall formwork module |
| CN101517178A (en) * | 2006-08-18 | 2009-08-26 | Sire墙体有限公司 | Template and method for constructing concrete wall |
| CN201209322Y (en) * | 2008-02-22 | 2009-03-18 | 中冶天工建设有限公司 | Column angle chamfering mold for overhead equipment foundation platform |
| JP2011226166A (en) * | 2010-04-20 | 2011-11-10 | Daito Trust Construction Co Ltd | Bearing wall structure of wooden framework building |
| CN201762709U (en) * | 2010-07-21 | 2011-03-16 | 中建一局集团第五建筑有限公司 | Cement board base membrane |
| CN202467163U (en) * | 2012-01-20 | 2012-10-03 | 浙江天元建设（集团）股份有限公司 | Double-layer template supporting board |
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| Publication number | Publication date |
|---|---|
| CN102587639A (en) | 2012-07-18 |
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Granted publication date: 20140917 Termination date: 20180120 |