CN201809974U - Glass steel cylindrical formwork device - Google Patents
Glass steel cylindrical formwork device Download PDFInfo
- Publication number
- CN201809974U CN201809974U CN2010205492739U CN201020549273U CN201809974U CN 201809974 U CN201809974 U CN 201809974U CN 2010205492739 U CN2010205492739 U CN 2010205492739U CN 201020549273 U CN201020549273 U CN 201020549273U CN 201809974 U CN201809974 U CN 201809974U
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- Prior art keywords
- column
- cylindrical
- formwork device
- fiberglass
- formwork
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- Expired - Fee Related
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Abstract
The utility model discloses a glass steel cylindrical formwork device, which is characterized by comprising a plurality of sections of cylindrical formworks, wherein a plurality of sections of cylindrical formworks are connected by full-length steel tubes and steel wire hoops; each section of cylindrical formwork consists of two or three formwork sheets to form a cylinder shape; the formwork sheets are fixed by bolts; the full-length steel tubes are arranged along the vertical direction of a plurality of sections of cylindrical formworks; a plurality of steel wire hoops are uniformly fixed outside the full-length steel tubes at intervals; each cylindrical formwork is provided with three tie pieces; and each tie piece is provided with a turn buckle. The glass steel cylindrical formwork device can be repeatedly and circularly used, saves the cost, has the characteristics of light weight, high working efficiency, smooth and neat cylindrical surfaces which are formed by pouring and the like and is suitable for construction of a cast-in-place concrete cylinder in the industrial and civil buildings.
Description
Technical field
The utility model relates to a kind of Fiberglass in Round Column Formwork device.
Background technology
In the cast-in-situ steel reinforced concrete form work engineering, prefabricated, the mounting cost of template are occupied larger specific gravity in whole form work engineering expense, especially more outstanding in abnormity component templates such as cylinder; And the column-form weight that adopts at present is big, and it is consuming time many to construct, and construction quality be cannot say for sure to demonstrate,prove.
The utility model content
Technical problem to be solved in the utility model provides a kind of Fiberglass in Round Column Formwork device, and this glass steel formwork is built circular columns and can repeatedly be had enough to meet the need to use and reduce expenses, have in light weight, work efficiency is high and build the smooth characteristics such as clean and tidy of the cylinder cylinder of moulding.
Technical problem to be solved in the utility model is achieved through the following technical solutions:
A kind of Fiberglass in Round Column Formwork device is characterized in that: described column-form device comprises the more piece column-form, is connected with the iron wire hoop by elongated steel pipe between the described more piece column-form; Every pitch cylinder template is made of cylindric 2 or 3 template sheets, between the template sheet by bolt.
Described elongated steel pipe vertically is provided with along the more piece column-form, and multiple tracks iron wire hoop evenly is fixed in outside it at interval.
Described column-form is provided with three lacing wires, and these three lacing wires in the horizontal direction by 120 ° of angles separately.
Described lacing wire is provided with turnbuckle.
Described lacing wire upper end is fixed on column-form device upper semisection, and the lower end is fixed on the floor.
Described lacing wire is 45 °～60 ° with the ground interfacial angle.
The utlity model has following advantage:
That the utility model can have enough to meet the need repeatedly that using reduces expenses and has is in light weight, work efficiency is high and build the smooth characteristics such as clean and tidy of the cylinder cylinder of moulding; Be applicable to the construction of cast-in-situ concrete cylinder in industry and the civilian construction.
Description of drawings
Fig. 1 is the utility model structural representation
Fig. 2 is the utility model vertical view
Among the figure: 1-template sheet, the elongated steel pipe of 2-, 3-iron wire hoop, 4-lacing wire, 5-turnbuckle, 6-column-form.
The specific embodiment
The utility model is described in further detail below in conjunction with Figure of description.
Shown in Fig. 1-2, a kind of Fiberglass in Round Column Formwork device is characterized in that: described column-form device comprises more piece column-form 6, is connected with iron wire hoop 3 by elongated steel pipe 2 between the described more piece column-form 6; Every pitch cylinder template is made of cylindric 2 or 3 template sheets 1, between the template sheet 1 by bolt.
Described elongated steel pipe 2 vertically is provided with along more piece column-form 6, and multiple tracks iron wire hoop 3 evenly is fixed in outside it at interval.
Described column-form is provided with three lacing wires 4, and these three lacing wires 4 in the horizontal direction by 120 ° of angles separately.
Described lacing wire 4 is provided with turnbuckle 5.
Described lacing wire 4 upper ends are fixed on column-form 6 device upper semisections, and the lower end is fixed on the floor.
Described lacing wire 4 is 45 °～60 ° with the ground interfacial angle.
Fiberglass in Round Column Formwork 6 erection method steps are as follows:
(1) reinforcing bar binding intact after, the spats mortar that at first paves at the suspension column place in the levelling of template end opening, is lifted template then to post reinforcing bar one side and is holded up, and aim at orientation axis, and template is in place.
(2) with bolt the template sheet is combined, and tighten one by one.
(3) utilize spirit level or plumb bob to proofread and correct the verticality of post mould, and the post mould is fixed with lacing wire 4.Every post is established 3 6mm lacing wires 4, and the upper end is fixed on high 2/3 place of post, and the lower end is fixed on the floor, and 3 lacing wires 4 separate by 120 ° of angles in the horizontal direction, and lacing wire 4 is advisable with 45 °～60 ° with the ground interfacial angle, and the extended line of lacing wire 4 will be by the center of column-form 6.Need wounded in the battle basket screw 5 in the lacing wire 4, to adjust verticality.
(4) when the concrete cylindrical height is higher, generally adopt more piece splicing method or integral body to put forward method constructing and overhanging model.More piece splicing method is with the use that is stitched together of more piece post mould.Note consistency from top to bottom, the edge vertically is provided with some elongated steel pipes 2 around template then, and several roads iron wire hoop 3 bandings are established in the outside, make it into as a whole.Requirement glass fibre reinforced plastic prop mould joint is level and smooth, size is accurate.
Claims (6)
1. Fiberglass in Round Column Formwork device, it is characterized in that: described column-form device comprises the more piece column-form, is connected with the iron wire hoop by elongated steel pipe between the described more piece column-form; Every pitch cylinder template is made of cylindric 2 or 3 template sheets, between the template sheet by bolt.
2. Fiberglass in Round Column Formwork device as claimed in claim 1 is characterized in that: described elongated steel pipe vertically is provided with along the more piece column-form, and multiple tracks iron wire hoop evenly is fixed in outside it at interval.
3. Fiberglass in Round Column Formwork device as claimed in claim 1 is characterized in that: described column-form is provided with three lacing wires, and these three lacing wires in the horizontal direction by 120 ° of angles separately.
4. Fiberglass in Round Column Formwork device as claimed in claim 3 is characterized in that: described lacing wire is provided with turnbuckle.
5. Fiberglass in Round Column Formwork device as claimed in claim 3 is characterized in that: described lacing wire upper end is fixed on column-form device upper semisection, and the lower end is fixed on the floor.
6. Fiberglass in Round Column Formwork device as claimed in claim 5 is characterized in that: described lacing wire is 45 °～60 ° with the ground interfacial angle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205492739U CN201809974U (en) | 2010-09-30 | 2010-09-30 | Glass steel cylindrical formwork device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205492739U CN201809974U (en) | 2010-09-30 | 2010-09-30 | Glass steel cylindrical formwork device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201809974U true CN201809974U (en) | 2011-04-27 |
Family
ID=43892916
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010205492739U Expired - Fee Related CN201809974U (en) | 2010-09-30 | 2010-09-30 | Glass steel cylindrical formwork device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201809974U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102561680A (en) * | 2011-12-12 | 2012-07-11 | 中国建筑第二工程局有限公司 | Cast-in-place concrete external diagonal column mold plate system and construction method |
| CN104612401A (en) * | 2015-02-10 | 2015-05-13 | 中国十七冶集团有限公司 | Construction method of column structure without seam line |
| CN110439275A (en) * | 2019-07-12 | 2019-11-12 | 中国十七冶集团有限公司 | A kind of Fiberglass in Round Column Formwork Construction method |
-
2010
- 2010-09-30 CN CN2010205492739U patent/CN201809974U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102561680A (en) * | 2011-12-12 | 2012-07-11 | 中国建筑第二工程局有限公司 | Cast-in-place concrete external diagonal column mold plate system and construction method |
| CN102561680B (en) * | 2011-12-12 | 2014-01-22 | 中国建筑第二工程局有限公司 | Cast-in-place concrete external diagonal column mold plate system and construction method |
| CN104612401A (en) * | 2015-02-10 | 2015-05-13 | 中国十七冶集团有限公司 | Construction method of column structure without seam line |
| CN110439275A (en) * | 2019-07-12 | 2019-11-12 | 中国十七冶集团有限公司 | A kind of Fiberglass in Round Column Formwork Construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110427 Termination date: 20150930 |
|
| EXPY | Termination of patent right or utility model |