CN2701975Y - Diameter variable glass fiber reinforced plastic column template - Google Patents
Diameter variable glass fiber reinforced plastic column template Download PDFInfo
- Publication number
- CN2701975Y CN2701975Y CN 200420077686 CN200420077686U CN2701975Y CN 2701975 Y CN2701975 Y CN 2701975Y CN 200420077686 CN200420077686 CN 200420077686 CN 200420077686 U CN200420077686 U CN 200420077686U CN 2701975 Y CN2701975 Y CN 2701975Y
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- reinforced plastic
- glass fiber
- fiber reinforced
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Abstract
The utility model discloses a diameter variable glass fiber reinforced plastic column template, which is formed by the enclosure and joint of two glass fiber reinforced plastic plate with equal height and equal thickness. The two rims of the joint part are pressed tight by two angle steels outside, and fixed by bolts. The glass fiber reinforced plastic plate can be flexible glass fiber reinforced plastic flat plate, and also can be glass fiber reinforced plastic cylindrical plate with fixed circular arc molding. The utility model has high frequency reuse efficiency after disassembly. The same template is adapt for various concrete columns with different diameters. The utility model can be adapt for large diameter column of engineering and can be independently butt jointed to form small column. The turnover rate of the glass fiber reinforced plastic column template can be effectively improved. The material which is input in repeating mode can be reduced. The utility model is flexible, light in weight, convenient to support and disassemble, etc. The diameter variable glass fiber reinforced plastic column template can be widely used in the concrete column construction of building engineering and municipal engineering for bridge or road.
Description
(1) technical field
The utility model relates to a kind of concrete cylindrical template.
(2) background technology
It is assembled that traditional concrete cylindrical template is that the circular arc that is combined into narrow batten or steel plate are simmered weldering, and the template of assembly unit makes the concrete cylinder rough, has the shortcoming that formwork form removal speed is slow, the template recycling rate of waterused is low.Other has a kind of Fiberglass in Round Column Formwork, connects into the face of cylinder by a monolithic glass steel plate through bending, have in light weight, tensile strength is high, toughness is moderate, wear, alkali resistant, thickness evenly, advantage such as smooth surface, speed of application be fast.But also have weak point: promptly the template diameter is single, and a template only designs processing at the pillar of a certain special diameter, is only applicable to a kind of concrete cylindrical of diameter, can not be applied to other concrete cylindrical than minor diameter.And in most of construction work, concrete post usually has big and small multiple diameter, and the interlayer reducing is often arranged, if each concrete post is all used a glass steel formwork, the material input amount is heightened.In addition, glass epoxy is difficult to transform, and belongs to disposable input, and therefore, existing glass steel formwork material input ratio is waste, and is difficult to adapt to the variation requirement of column diameter.
(3) utility model content
But the purpose of this utility model provides a kind of reducing Fiberglass in Round Column Formwork, solves that the Fiberglass in Round Column Formwork recycling rate of waterused is low, waste material and be difficult to adapt to column diameter and change the technical problem that requires.
The technical solution of the utility model: but this reducing Fiberglass in Round Column Formwork, enclose cylindrical template by glass epoxy, its characteristics are: glass epoxy contour by at least two, equal thickness surrounds and is spliced, and the outside, two edges of splicing place is compressed by two angle steel, and by bolton.
Above-mentioned glass epoxy is a flexible glass steel flat board.
Above-mentioned glass epoxy is the glass fibre reinforced plastic prop panel of fixedly arc modeling.
The beneficial effects of the utility model: the utility model adopts two or polylith is contour, the splicing of the glass steel formwork of equal thickness is formed; Dismounting back recycling rate of waterused height, same template can adapt to the concrete column of multiple diameter, both can be applicable to the major diameter pillar of engineering, also can independently dock to form the pillar mould.Can effectively improve the turnover rate of glass steel formwork, reduce the overlapping investment of material.Have that flexibility is good, light weight, be convenient to support and multiple advantages such as dismounting, can be widely used in the cylinder concrete construction of construction work, municipal road and bridge engineering.
(4) description of drawings
Accompanying drawing is a structural representation of the present utility model.
(5) specific embodiment
Embodiment is referring to accompanying drawing: but this reducing Fiberglass in Round Column Formwork, glass epoxy 1,2 contour by two, equal thickness surrounds and is spliced, and the outside, two edges of splicing place is compressed by two angle steel 3, and fastening by bolt 4.Above-mentioned glass epoxy can be a flexible glass steel flat board, also can be the glass fibre reinforced plastic prop panel of fixedly arc modeling.
Other embodiment: be spliced into the reducing Fiberglass in Round Column Formwork but can surround by three or four blocks of glass epoxies contour, equal thickness.
After the form removal, every block of glass epoxy can freely form the concrete cylindrical template of different-diameter again with other glass epoxy.
Claims (3)
1, but a kind of reducing Fiberglass in Round Column Formwork is enclosed cylindrical template by glass epoxy, and its characteristics are: glass epoxy contour by at least two, equal thickness surrounds and is spliced, and the outside, two edges of splicing place is compressed by two angle steel, and by bolton.
But 2, reducing Fiberglass in Round Column Formwork according to claim 1 is characterized in that: described glass epoxy is a flexible glass steel flat board.
But 3, reducing Fiberglass in Round Column Formwork according to claim 1 is characterized in that: described glass epoxy is the glass fibre reinforced plastic prop panel of fixedly arc modeling.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200420077686 CN2701975Y (en) | 2004-07-15 | 2004-07-15 | Diameter variable glass fiber reinforced plastic column template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200420077686 CN2701975Y (en) | 2004-07-15 | 2004-07-15 | Diameter variable glass fiber reinforced plastic column template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2701975Y true CN2701975Y (en) | 2005-05-25 |
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ID=34777933
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200420077686 Expired - Fee Related CN2701975Y (en) | 2004-07-15 | 2004-07-15 | Diameter variable glass fiber reinforced plastic column template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2701975Y (en) |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102085726A (en) * | 2009-12-04 | 2011-06-08 | 夏群 | Die and method for producing large-diameter glass fiber reinforced plastic cylinder |
| CN101397854B (en) * | 2008-01-23 | 2012-01-11 | 贵州大学 | Enveloping prestressing force fastening type steel tube concrete column and reinforcement method |
| CN102859096A (en) * | 2010-03-12 | 2013-01-02 | 明多尔股份公司 | Formwork column |
| CN103089005A (en) * | 2013-03-08 | 2013-05-08 | 中天建设集团有限公司 | Simple mold for pouring concrete column on spot in construction |
| CN103397803A (en) * | 2013-07-27 | 2013-11-20 | 山西青山环保工程有限公司 | Construction method using glass fiber reinforced plastics as inner cavity protective materials for steel and concrete chimney |
| CN104153571A (en) * | 2014-08-06 | 2014-11-19 | 陕西建工第三建设集团有限公司 | Manufacturing method and construction method of historic building concrete cylinder head die |
| CN104763147A (en) * | 2015-04-08 | 2015-07-08 | 中国建筑土木建设有限公司 | Special template for cone-shaped chapiter and construction method thereof |
| CN105649329A (en) * | 2015-03-23 | 2016-06-08 | 中国建筑第四工程局有限公司 | Reinforcing structure for large-section framework column formworks and construction method |
| CN108277974A (en) * | 2018-03-08 | 2018-07-13 | 长沙理工大学 | A kind of template reducing concrete surface stomata and easy demoulding |
| CN108868129A (en) * | 2018-07-12 | 2018-11-23 | 湖北省建工第五建设有限公司 | A kind of house support column formwork for placing and construction method |
| PL428876A1 (en) * | 2019-02-11 | 2019-06-17 | Czapka Kazimierz Handlowo-Usługowy Zakład Instalacji Sanitarnych I Gazowych Santex | Modular cylindrical shuttering |
| CN115637871A (en) * | 2022-12-01 | 2023-01-24 | 北京市第三建筑工程有限公司 | Construction method of additional horizontal supporting structure for reducing and transforming existing building |
-
2004
- 2004-07-15 CN CN 200420077686 patent/CN2701975Y/en not_active Expired - Fee Related
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101397854B (en) * | 2008-01-23 | 2012-01-11 | 贵州大学 | Enveloping prestressing force fastening type steel tube concrete column and reinforcement method |
| CN102085726B (en) * | 2009-12-04 | 2013-09-11 | 夏群 | Die and method for producing large-diameter glass fiber reinforced plastic cylinder |
| CN102085726A (en) * | 2009-12-04 | 2011-06-08 | 夏群 | Die and method for producing large-diameter glass fiber reinforced plastic cylinder |
| CN102859096A (en) * | 2010-03-12 | 2013-01-02 | 明多尔股份公司 | Formwork column |
| CN103089005A (en) * | 2013-03-08 | 2013-05-08 | 中天建设集团有限公司 | Simple mold for pouring concrete column on spot in construction |
| CN103397803B (en) * | 2013-07-27 | 2016-06-22 | 山西青山环保工程有限公司 | A kind of fiberglass is as the construction method of steel reinforced concrete chimney inner chamber protective material |
| CN103397803A (en) * | 2013-07-27 | 2013-11-20 | 山西青山环保工程有限公司 | Construction method using glass fiber reinforced plastics as inner cavity protective materials for steel and concrete chimney |
| CN104153571A (en) * | 2014-08-06 | 2014-11-19 | 陕西建工第三建设集团有限公司 | Manufacturing method and construction method of historic building concrete cylinder head die |
| CN104153571B (en) * | 2014-08-06 | 2017-07-14 | 陕西建工第三建设集团有限公司 | A kind of construction method of use ancient building concrete cylindrical column cap mould |
| CN105649329A (en) * | 2015-03-23 | 2016-06-08 | 中国建筑第四工程局有限公司 | Reinforcing structure for large-section framework column formworks and construction method |
| CN104763147A (en) * | 2015-04-08 | 2015-07-08 | 中国建筑土木建设有限公司 | Special template for cone-shaped chapiter and construction method thereof |
| CN108277974A (en) * | 2018-03-08 | 2018-07-13 | 长沙理工大学 | A kind of template reducing concrete surface stomata and easy demoulding |
| CN108868129A (en) * | 2018-07-12 | 2018-11-23 | 湖北省建工第五建设有限公司 | A kind of house support column formwork for placing and construction method |
| CN108868129B (en) * | 2018-07-12 | 2020-09-15 | 湖北省建工第五建设有限公司 | House support pillar pouring template and construction method |
| PL428876A1 (en) * | 2019-02-11 | 2019-06-17 | Czapka Kazimierz Handlowo-Usługowy Zakład Instalacji Sanitarnych I Gazowych Santex | Modular cylindrical shuttering |
| CN115637871A (en) * | 2022-12-01 | 2023-01-24 | 北京市第三建筑工程有限公司 | Construction method of additional horizontal supporting structure for reducing and transforming existing building |
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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 |