CN203050102U - Forming wooden building round template - Google Patents
Forming wooden building round template Download PDFInfo
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- CN203050102U CN203050102U CN 201220750203 CN201220750203U CN203050102U CN 203050102 U CN203050102 U CN 203050102U CN 201220750203 CN201220750203 CN 201220750203 CN 201220750203 U CN201220750203 U CN 201220750203U CN 203050102 U CN203050102 U CN 203050102U
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Abstract
The utility model discloses a forming wooden building round template which comprises a plurality of arc-shaped template sheet bodies. The arc-shaped template sheer bodies are spliced with one another to form a hollow column shape. An annular holding hoop is respectively arranged at an upper splicing gap and a lower splicing gap of the spliced arc-shaped template sheet bodies in a hooping mode. The spliced arc-shaped sheet bodies are connected with one another through the method of arranging convex grooves and concave grooves at splicing positions. The arc-shaped template sheet bodies are spliced in a staggered mode. The arc-shaped template sheet bodies are made of briar and polar wood. The inner surface of the template and the outer surface of the template are respectively provided with an epoxy resin adhesive coating film. The arc-shaped template sheet bodies which are made of the briar and polar wood are adopted to be spliced and combined into the template, so that the template is light in material, large in rigidity and good in toughness. Moreover, the annular holding hoops are adopted to reinforce the forming template and the epoxy resin adhesive coating films are adopted on the surfaces of the template to achieve the effects of smoothness and water prevention.
Description
Technical field
The utility model relates to the construction formwork field, the wooden building circle of especially a kind of typing that is applied to the column-form installation and reinforces template.
Background technology
The circular arc template that domestic construction is used is traditional steel large form, glass steel formwork, mainly there is following problem in this class template: 1) cost of manufacture height, the freight height, especially not under the too high situation in that the number of turnover is required, the cost height that uses steel large form, glass steel formwork etc. to embody, problem such as utilization rate is low is more obvious.Installation rate is slow when 2) using, and takies heavy mechanical equipment.The construction period of present domestic construction is generally all tighter, and is high in the speed of application requirement of each subitem, to the instructions for use height of large scale hoisting machinery.3) in the long-term use, the steel template produces distortion post-equalization difficulty, causes the concrete formation weak effect easily.Through above analysis on many aspects, wooden column-form has embodied bigger advantage.
The utility model content
Technical problem to be solved in the utility model provides and a kind ofly reduces cost with wooden Dai Gang, and accelerating construction progress strengthens the wooden building circle of the typing template of concrete formation effect.
For realizing above-mentioned technique effect, the utility model discloses the wooden building circle of a kind of typing template, comprise plural arc formwork lamellar body, described arc formwork lamellar body is spliced into an open column shape mutually, binds round respectively at the place of splicing seams up and down of the described arc formwork lamellar body that splices mutually and is provided with an annular anchor ear.
The utility model further improves and is that the two ends of described annular anchor ear are respectively equipped with a connecting hole, fixes by anchor bolt and anchoring nut.
The utility model further improves and is, interconnects by the mode that emboss pit is set in splicing place between the described arc formwork lamellar body of splicing mutually.
The utility model further improves and is, described arc formwork lamellar body dislocation assembly unit.
The utility model further improves and is that the material of described arc formwork lamellar body is the birch poplar.
The utility model further improves and is that the surfaces externally and internally of described template is respectively equipped with the epoxide-resin glue overlay film.
The utility model further improves and is, reserves the slit of 0.5 ~ 1cm distance between described template bottom disk and the ground, and uses concrete joint filling.
The utility model further improves and is, adopts the flitch of 5 * 10cm to reinforce around the described template, and fixes described flitch every 50 ~ 100cm distance with steel pipe on described flitch.
The utility model is owing to adopted above technical scheme, make it have following beneficial effect to be: adopt the arc formwork lamellar body of birch poplar material to splice and combine into template, material is light, rigidity is big, good toughness, adopt annular anchor ear to reinforce forming panel, template surface adopts the epoxy resin overlay film to reach smooth good waterproof effect.
Description of drawings
Fig. 1 is the finalize the design structural representation of wooden building circle template of the utility model.
Fig. 2 is the finalize the design decomposition texture schematic diagram of wooden building circle template of the utility model.
Fig. 3 is the finalize the design partial structurtes enlarged diagram of wooden building circle template of the utility model.
Fig. 4 is the finalize the design structural representation of annular anchor ear of wooden building circle template of the utility model.
The specific embodiment
Below in conjunction with the drawings and specific embodiments the utility model is described in further detail.
At first consult shown in Figure 1ly, the wooden building of typing of the present utility model circle template 1 mainly is made up of plural arc formwork lamellar body 10 and plural annular anchor ear 11.Arc formwork lamellar body 10 is done raw material by high-quality birch poplar, is characterized in that weight is lighter than general poplar, and intensity is big, good toughness.For example: the wooden building circle of the typing of one meter in diameter template 1, three meters (two semicolumns) its weight of height are generally about 110 ~ 130kg, general 2 ~ 3 workmans just can operate installation, and the steel form of its same size generally all will calculate by ton, must use heavy mechanical equipment to install.Template lamellar body 10 is spliced into an open column shape mutually, and binds round respectively at the mutual place of splicing seams up and down of the arc formwork lamellar body 10 of splicing and to be provided with an annular anchor ear 11 and fix, forms the round template 1 of the wooden building of typing.Wherein, interconnect by the mode that emboss pit is set in splicing place between the arc formwork lamellar body 10 of splicing mutually, consult shown in Figure 2, the outside, lower edge that is positioned at the arc formwork lamellar body 10a of top offers one first cell body 101, and corresponding, the inboard, upper edge that is positioned at the arc formwork lamellar body 10b of this arc formwork lamellar body 10a below offers one second cell body 102, and arc formwork lamellar body 10a and arc formwork lamellar body 10b are combined closely, both prevented spillage, the effect of stabilization and reinforcement had been arranged again.Cooperate Fig. 3 and shown in Figure 4, the two ends of annular anchor ear 11 are respectively equipped with a connecting hole 14, fix by anchor bolt 12 and anchoring nut 13, establishing annular anchor ear 11 at arc formwork lamellar body 10 hoops reinforces, not only intensity height but also good toughness guarantee that concrete can quick-fried mould to the impact force of arc formwork lamellar body 10.The surfaces externally and internally of template 1 is respectively equipped with epoxide-resin glue overlay film (brown overlay film), can make template 1 bright and clean attractive in appearance, adopts to strengthen the typing of wire drawing HTHP, thereby makes template have enough intensity and not yielding.
The finalize the design concrete construction of wooden building circle template 1 of the utility model is as follows:
1) processing and fabricating arc formwork lamellar body 10, in conjunction with shown in Figure 2, the arc formwork lamellar body 10 dislocation assembly units of making, earlier close up closure with iron wire, with the splicing seams up and down of annular anchor ear 11 banding arc formwork lamellar bodies 10 reinforcing is installed again, tighten anchor bolt 12 and anchoring nut 13, annular anchor ear 11 distance is according to the size of shaping post and highly can adjust.
2) after arc formwork lamellar body 10 closes up reinforcing formation template 1, reserve the slit of 0.5 ~ 1cm distance between the bottom disk of template 1 and the ground, and use concrete joint filling.
3) for template 1 is protected, around template, adopt the flitch of four 5 * 10cm to reinforce after template 1 installs, and on flitch, fix this flitch every the 50-100cm distance with steel pipe, thereby template 1 is carried out perpendicular positioning.
4) fluid concrete, seven meters of placing of concrete can disposablely water with interior, suggestion pouring at twice more than seven meters, and the pouring back can be carried out second time in 30-60 minute and watered for the first time.
The utility model finalize the design the characteristics of wooden building circle template 1 be simple in structure, make easily, easy accessibility.Have in light weight, the construction industrialization, the construction concrete surface smooth, advantages such as favorable waterproof property, heat-insulating property and corrosion resistance are arranged.The utility model finalizes the design that wooden building circle template 1 clad can area is big, splicing less, concrete can not leak, cost is low, good toughness, shock-resistant, intensity is high, case hardness is strong, can repeatedly use, not take when assembling construction machinery repeatedly.Use the concrete column good forming effect of this template 1 cast, reach the requirement of clean water column fully, and have in the cylinder direction anyhow to the few advantage of vestige.
Below the utility model of embodiment has been described in detail by reference to the accompanying drawings, and those skilled in the art can make the many variations example to the utility model according to the above description.Thereby some details among the embodiment should not constitute restriction of the present utility model, and the scope that the utility model will define with appended claims is as protection domain of the present utility model.
Claims (8)
1. the wooden building of typing is justified template, it is characterized in that: described template comprises plural arc formwork lamellar body, described arc formwork lamellar body is spliced into an open column shape mutually, binds round respectively at the place of splicing seams up and down of the described arc formwork lamellar body that splices mutually and is provided with an annular anchor ear.
2. template as claimed in claim 1, it is characterized in that: the two ends of described annular anchor ear are respectively equipped with a connecting hole, fix by anchor bolt and anchoring nut.
3. template as claimed in claim 1 is characterized in that: interconnect by the mode that emboss pit is set in splicing place between the described arc formwork lamellar body of splicing mutually.
4. template as claimed in claim 3 is characterized in that: described arc formwork lamellar body dislocation assembly unit.
5. template as claimed in claim 4, it is characterized in that: the material of described arc formwork lamellar body is the birch poplar.
6. template as claimed in claim 5, it is characterized in that: the surfaces externally and internally of described template is respectively equipped with the epoxide-resin glue overlay film.
7. template as claimed in claim 6 is characterized in that: reserve the slit of 0.5 ~ 1cm distance between described template bottom disk and the ground, and use concrete joint filling.
8. template as claimed in claim 7 is characterized in that: adopt the flitch of 5 * 10cm to reinforce around the described template, and fix described flitch every 50 ~ 100cm distance with steel pipe on described flitch.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220750203 CN203050102U (en) | 2012-12-31 | 2012-12-31 | Forming wooden building round template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220750203 CN203050102U (en) | 2012-12-31 | 2012-12-31 | Forming wooden building round template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203050102U true CN203050102U (en) | 2013-07-10 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220750203 Expired - Fee Related CN203050102U (en) | 2012-12-31 | 2012-12-31 | Forming wooden building round template |
Country Status (1)
| Country | Link |
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| CN (1) | CN203050102U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103866906A (en) * | 2014-03-31 | 2014-06-18 | 南通大学 | Self-stress adjustable concrete filled steel tubular column |
| CN104141382A (en) * | 2013-12-10 | 2014-11-12 | 中建四局第五建筑工程有限公司 | Construction method of building steel pipe column protective coating and cylindrical template |
| CN104153572A (en) * | 2014-08-21 | 2014-11-19 | 北京建工一建工程建设有限公司 | Gradually-reduced high-strength compression assembled column formwork and assembling construction method of gradually-reduced high-strength compression assembled column formwork |
| 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 |
| CN105649328A (en) * | 2015-03-16 | 2016-06-08 | 中国建筑第四工程局有限公司 | Fixing method and structure for columnar mould |
| CN109975100A (en) * | 2019-04-29 | 2019-07-05 | 西南交通大学 | A kind of rock mass mold for high-speed shadowgraph technique simulation |
| CN110242044A (en) * | 2019-06-26 | 2019-09-17 | 中国五冶集团有限公司 | A kind of wooden circle template |
| CN111411775A (en) * | 2020-03-26 | 2020-07-14 | 南京海晨霞工程科技有限公司 | Template applied to structural column |
| CN111894268A (en) * | 2020-07-16 | 2020-11-06 | 东莞市建安集团有限公司 | Fastening system of concrete rectangular column and construction method of concrete column |
| CN115306147A (en) * | 2022-09-29 | 2022-11-08 | 江苏顺为绿色建筑科学研究院有限公司 | Shuttering for building |
-
2012
- 2012-12-31 CN CN 201220750203 patent/CN203050102U/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104141382A (en) * | 2013-12-10 | 2014-11-12 | 中建四局第五建筑工程有限公司 | Construction method of building steel pipe column protective coating and cylindrical template |
| CN103866906B (en) * | 2014-03-31 | 2016-01-20 | 南通大学 | Seif-citing rate adjustable steel pipe concrete column |
| CN103866906A (en) * | 2014-03-31 | 2014-06-18 | 南通大学 | Self-stress adjustable concrete filled steel tubular column |
| CN104153572B (en) * | 2014-08-21 | 2016-08-24 | 北京建工一建工程建设有限公司 | A kind of gradual change undergauge high-strength die mould assembly column template and assembling and construction method thereof |
| CN104153572A (en) * | 2014-08-21 | 2014-11-19 | 北京建工一建工程建设有限公司 | Gradually-reduced high-strength compression assembled column formwork and assembling construction method of gradually-reduced high-strength compression assembled column formwork |
| CN105649328A (en) * | 2015-03-16 | 2016-06-08 | 中国建筑第四工程局有限公司 | Fixing method and structure for columnar 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 |
| CN109975100A (en) * | 2019-04-29 | 2019-07-05 | 西南交通大学 | A kind of rock mass mold for high-speed shadowgraph technique simulation |
| CN110242044A (en) * | 2019-06-26 | 2019-09-17 | 中国五冶集团有限公司 | A kind of wooden circle template |
| CN111411775A (en) * | 2020-03-26 | 2020-07-14 | 南京海晨霞工程科技有限公司 | Template applied to structural column |
| CN111894268A (en) * | 2020-07-16 | 2020-11-06 | 东莞市建安集团有限公司 | Fastening system of concrete rectangular column and construction method of concrete column |
| CN115306147A (en) * | 2022-09-29 | 2022-11-08 | 江苏顺为绿色建筑科学研究院有限公司 | Shuttering for building |
| CN115306147B (en) * | 2022-09-29 | 2023-01-13 | 江苏顺为绿色建筑科学研究院有限公司 | Shuttering for building |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130710 Termination date: 20181231 |