CN103806650A - Steel column mould and construction method thereof - Google Patents
Steel column mould and construction method thereof Download PDFInfo
- Publication number
- CN103806650A CN103806650A CN201410063130.XA CN201410063130A CN103806650A CN 103806650 A CN103806650 A CN 103806650A CN 201410063130 A CN201410063130 A CN 201410063130A CN 103806650 A CN103806650 A CN 103806650A
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- China
- Prior art keywords
- mould
- steel
- steel column
- angle
- form unit
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 53
- 239000010959 steel Substances 0.000 title claims abstract description 53
- 238000010276 construction Methods 0.000 title claims abstract description 11
- 239000002023 wood Substances 0.000 claims description 9
- 230000001915 proofreading effect Effects 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000000465 moulding Methods 0.000 abstract 2
- 238000004880 explosion Methods 0.000 abstract 1
- 230000002093 peripheral effect Effects 0.000 abstract 1
- 239000000463 material Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000004513 sizing Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention belongs to the field of building components and particularly relates to a steel column mould and a construction method thereof. The steel column mould is formed by splicing a plurality of steel moulding plate units in an up-down mode. Each steel moulding plate unit comprises four corner moulds which are matched and connected with one another to form a hollow column body. The peripheral edges of each corner mould are provided with connecting pieces. Each connecting piece is provided with a plurality of fixing holes. The steel column mould is easy and convenient to install and dismantle and solves the technical problem that in the prior art, the four corners of a wooden mould are prone to mould explosion.
Description
Technical field
The invention belongs to building unit field, be specifically related to a kind of steel column mould and form of construction work thereof.
Background technology
At present pillar reinforcement material is essentially delta wood veneer, the lumps of wood, steel pipe and screw rod etc., and its shortcoming is that waste of material is serious, reinforces firmly not, often has the generation of burst-mode phenomenon, and pillar surface is smooth not, particularly the position of four jiaos; Also having one is the firm template of sizing, is combined into by four large forms, and its shortcoming is that specification is fixed, and can not be suitable for the pillar of different size, height, and weight is large, inconvenience is installed, and cost is large, and therefore in prior art, application is more rare; The third is to pass steel form, and cost of labor is very large, substantially superseded.For above-mentioned technical problem, the inventor provides a kind of novel steel column mould, and this case produces thus.
Summary of the invention
The object of the present invention is to provide a kind of steel column mould and form of construction work thereof, to solve burst-mode phenomenon, particularly pillar in prior art four jiaos.
For above-mentioned technical problem, technical scheme provided by the invention is: a kind of steel column mould, described steel column mould is formed by upper and lower several steel form unit spliceds, described steel form unit comprises four angle moulds, four angle moulds cooperatively interact and are connected to form the cylinder of a hollow, described each angle mould periphery is provided with connector, is distributed with some fixing holes on this connector.
Further, described angle mould is L-type; Each angle mould external surface is provided with reinforcing rib.
For a kind of steel column mould form of construction work described above, comprise the steps: a, first according to figure paper size, match some angle moulds, accessory and a small amount of wooden form and connect the lumps of wood; B, according to measuring axis and location, U-shaped pin, latch for some angle moulds are assembled into steel form unit, steel form unit connects into steel column mould by U-shaped pin up and down; C, according to absolute altitude, the position that top, steel form unit is lacked with connect the lumps of wood steel form unit, wooden form are connected and are fixed on steel form unit; D, axis and the verticality of proofreading and correct pillar steel form unit, be connected and fixed pillar and load-bearing scaffold.
Beneficial effect of the present invention: the present invention adopts L-type angle mould, the junction of adjacent angle mould is positioned at the side of pillar, solved the technical problem of four jiaos of easy burst-modes in place of conventional art mould, and installing/dismounting is simple and convenient.
Below in conjunction with drawings and the specific embodiments, the present invention is described in further detail.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention; Fig. 2 is that the present invention uses state diagram.
The specific embodiment
As shown in Figure 1, what the present invention disclosed is a kind of steel column mould and form of construction work thereof, described steel column mould is spliced by upper and lower several steel form unit 1, described steel form unit 1 comprises four angle moulds 2, four angle moulds 2 cooperatively interact and are connected to form the cylinder of a hollow, and described each angle mould 2 periphery are provided with connector 21, are distributed with some fixing holes 22 on this connector 21, described angle mould 2 is L-type, and each angle mould 2 external surface is provided with reinforcing rib 3.
As shown in Figure 2, when the present invention uses: four angle moulds 2 are mutually pieced together and are connected to form die plate unit 1, angle mould 2 between adjacent connects by connector 21, on connector 21, be distributed with some fixing holes 22, in fixing hole 22, adopting U-shaped pin and latch to mix uses, then according to the height of main column, some steel forms unit 1 is spliced up and down, equally also mix to use being connected and fixed by U-shaped pin and latch.
Steel column form unit of the present invention is because specification is fixed, the height of main column is the multiple of steel column form unit length not necessarily, so the present invention need to be used in conjunction with for " 201120553918.0 " a kind of gang form special connecting piece with application number, so, greatly reduce the difficulty of construction, even simpler, convenient than full wood plywood construction.
In conjunction with a kind of steel column mould form of construction work shown in Fig. 2, comprise the steps: a, first according to figure paper size, match some angle moulds 2, accessory and a small amount of wooden form 5 and connect the lumps of wood 4; B, according to measuring axis and location, the U-shaped pin 7 of some angle mould 2 use, latch are assembled into steel form unit 1, steel form unit 1 connects into steel column mould by U-shaped pin up and down; C, according to absolute altitude, the position that 1 top, steel form unit is lacked with connect the lumps of wood 4 steel form unit 1, wooden form are connected and are fixed on steel form unit 1; D, axis and the verticality of proofreading and correct pillar 6 steel form unit 1, be connected and fixed pillar 6 and load-bearing scaffold.
Above-described embodiment and graphic and non-limiting product form of the present invention and style, suitable variation or modification that any person of an ordinary skill in the technical field does it, all should be considered as not departing from patent category of the present invention.
Claims (4)
1. a steel column mould, it is characterized in that: described steel column mould is formed by upper and lower several steel form unit spliceds, described steel form unit comprises four angle moulds, four angle moulds cooperatively interact and are connected to form the cylinder of a hollow, described each angle mould periphery is provided with connector, is distributed with some fixing holes on this connector.
2. a kind of steel column mould according to claim 1, is characterized in that: described angle mould is L-type.
3. a kind of steel column mould according to claim 1, is characterized in that: described each angle mould external surface is provided with reinforcing rib.
4. a steel column mould form of construction work, is characterized in that: comprise the steps: a, first according to figure paper size, match some angle moulds, accessory and a small amount of wooden form and connect the lumps of wood; B, according to measuring axis and location, U-shaped pin, latch for angle mould are assembled into steel form unit, steel form unit connects into steel column mould by U-shaped pin up and down; C, according to absolute altitude, the position that top, steel form unit is lacked with connect the lumps of wood steel form unit, wooden form are connected and are fixed on steel form unit; D, axis and the verticality of proofreading and correct pillar steel form unit, be connected and fixed pillar and load-bearing scaffold.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410063130.XA CN103806650B (en) | 2014-02-25 | 2014-02-25 | A kind of steel column mould form of construction work |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410063130.XA CN103806650B (en) | 2014-02-25 | 2014-02-25 | A kind of steel column mould form of construction work |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103806650A true CN103806650A (en) | 2014-05-21 |
| CN103806650B CN103806650B (en) | 2016-12-07 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410063130.XA Expired - Fee Related CN103806650B (en) | 2014-02-25 | 2014-02-25 | A kind of steel column mould form of construction work |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103806650B (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105421766A (en) * | 2015-12-16 | 2016-03-23 | 绍兴县明煌建材科技有限公司 | Column steel die plate assembly and construction method thereof |
| CN105569333A (en) * | 2015-04-24 | 2016-05-11 | 中建四局第一建筑工程有限公司 | Construction formwork of cantilever layer outer wall preformed hole, and construction method |
| CN105649327A (en) * | 2015-03-16 | 2016-06-08 | 中国建筑第四工程局有限公司 | Method for pouring concrete outside steel pipe columns by using semicircular templates |
| CN109838088A (en) * | 2017-11-24 | 2019-06-04 | 杨众 | The cast-in-place column construction method of big punching block |
| CN111305558A (en) * | 2020-03-05 | 2020-06-19 | 深圳市第一建筑工程有限公司 | Special-shaped bare concrete aluminum formwork system and installation method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6419204B1 (en) * | 1999-11-23 | 2002-07-16 | Safway Formwork Systems, Llc | Outside conversion corner for form work |
| CN201648972U (en) * | 2010-03-31 | 2010-11-24 | 中铁十五局集团第二工程有限公司 | Steel moulding plate for pier |
| CN202347845U (en) * | 2011-08-31 | 2012-07-25 | 上海宝冶集团有限公司 | Sized combined steel mould for pouring concrete column |
| CN203769310U (en) * | 2014-02-25 | 2014-08-13 | 绍兴县明煌建材科技有限公司 | Steel column mould |
-
2014
- 2014-02-25 CN CN201410063130.XA patent/CN103806650B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6419204B1 (en) * | 1999-11-23 | 2002-07-16 | Safway Formwork Systems, Llc | Outside conversion corner for form work |
| CN201648972U (en) * | 2010-03-31 | 2010-11-24 | 中铁十五局集团第二工程有限公司 | Steel moulding plate for pier |
| CN202347845U (en) * | 2011-08-31 | 2012-07-25 | 上海宝冶集团有限公司 | Sized combined steel mould for pouring concrete column |
| CN203769310U (en) * | 2014-02-25 | 2014-08-13 | 绍兴县明煌建材科技有限公司 | Steel column mould |
Non-Patent Citations (1)
| Title |
|---|
| 常建立，赵占军: "《建筑工程施工技术 下》", 31 January 2013 * |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105649327A (en) * | 2015-03-16 | 2016-06-08 | 中国建筑第四工程局有限公司 | Method for pouring concrete outside steel pipe columns by using semicircular templates |
| CN105569333A (en) * | 2015-04-24 | 2016-05-11 | 中建四局第一建筑工程有限公司 | Construction formwork of cantilever layer outer wall preformed hole, and construction method |
| CN105569333B (en) * | 2015-04-24 | 2018-02-09 | 中建四局第一建筑工程有限公司 | A kind of construction formwork and construction method of overhang layer exterior wall preformed hole |
| CN105421766A (en) * | 2015-12-16 | 2016-03-23 | 绍兴县明煌建材科技有限公司 | Column steel die plate assembly and construction method thereof |
| CN109838088A (en) * | 2017-11-24 | 2019-06-04 | 杨众 | The cast-in-place column construction method of big punching block |
| CN111305558A (en) * | 2020-03-05 | 2020-06-19 | 深圳市第一建筑工程有限公司 | Special-shaped bare concrete aluminum formwork system and installation method thereof |
| CN111305558B (en) * | 2020-03-05 | 2021-08-31 | 深圳市第一建筑工程有限公司 | Special-shaped bare concrete aluminum formwork system and installation method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103806650B (en) | 2016-12-07 |
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| TR01 | Transfer of patent right |
Effective date of registration: 20210126 Address after: 221700 No.6, Yuhong lane, east side of Fengxian garment factory, Xuzhou City, Jiangsu Province Patentee after: Xuzhou Da'an Glass Co.,Ltd. Address before: 312000 No. 272, Guoqing village, Ma An Town, Shaoxing County, Shaoxing, Zhejiang Patentee before: SHAOXING COUNTY MINGHUANG BUILDING MATERIAL TECHNOLOGY Co.,Ltd. |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161207 |
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| CF01 | Termination of patent right due to non-payment of annual fee |