CN103806650B - A kind of steel column mould form of construction work - Google Patents
A kind of steel column mould form of construction work Download PDFInfo
- Publication number
- CN103806650B CN103806650B CN201410063130.XA CN201410063130A CN103806650B CN 103806650 B CN103806650 B CN 103806650B CN 201410063130 A CN201410063130 A CN 201410063130A CN 103806650 B CN103806650 B CN 103806650B
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- China
- Prior art keywords
- mould
- form unit
- steel
- angle
- steel column
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Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 51
- 239000010959 steel Substances 0.000 title claims abstract description 51
- 238000010276 construction Methods 0.000 title claims abstract description 13
- 239000002023 wood Substances 0.000 claims abstract description 10
- 230000002787 reinforcement Effects 0.000 claims description 4
- 239000000463 material Substances 0.000 description 2
- 239000011120 plywood 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
- 238000007493 shaping process Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention belongs to building element field, it is specifically related to a kind of steel column mould form of construction work, described steel column mould is formed by several steel form unit spliceds up and down, described steel form unit includes four pieces of angle moulds, four pieces of angle moulds cooperate and connect the cylinder forming a hollow, described each angle mould periphery is provided with connector, and some fixing hole is distributed on this connector.Installing/dismounting of the present invention is simple and convenient, solve in prior art wood mould in corner the technical problem of easy quick-fried mould.
Description
Technical field
The invention belongs to building element field, be specifically related to a kind of steel column mould form of construction work.
Background technology
Pillar reinforcement material is substantially delta wood plywood, the lumps of wood, steel pipe and screw rod etc. at present, and its shortcoming is that waste of material is serious, reinforces firm not, often has quick-fried mould phenomenon to occur, and pillar surface is the most smooth, particularly the position of corner；Also having one is firm template of shaping, four large forms be combined into, and its shortcoming is that specification is fixed, it is impossible to be suitable for different size, the pillar of height, and weight is big, installs inconvenience, and cost is big, and therefore in prior art, Application comparison is rare；The third is to pass steel form, and cost of labor is very big, the most superseded.For above-mentioned technical problem, the present inventor provides a kind of novel steel column mould, and this case thus produces.
Summary of the invention
It is an object of the invention to provide a kind of steel column mould form of construction work, to solve quick-fried mould phenomenon, the particularly corner of pillar in prior art.
For above-mentioned technical problem, the technical scheme that the present invention provides is: a kind of steel column mould, described steel column mould is formed by several steel form unit spliceds up and down, described steel form unit includes four pieces of angle moulds, four pieces of angle moulds cooperate and connect the cylinder forming a hollow, described each angle mould periphery is provided with connector, and some fixing hole is distributed on this connector.
Further, described angle mould is L-type；Each angle mould outer surface is provided with reinforcement.
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 plank sheathing and connect the lumps of wood；B, according to measuring axis and location, some angle moulds U-shaped pin, latch are assembled into steel form unit, steel form unit connects into steel column mould down through U-shaped pin；C, according to absolute altitude, the position lacked on steel form unit top connects the lumps of wood and steel form unit, plank sheathing is connected and be fixed on steel form unit；D, the axis of correction pillar steel form unit and perpendicularity, be connected and fixed pillar and supporting foot hand cradle.
Beneficial effects of the present invention: the present invention uses L-type angle mould, the junction of adjacent angle mould is positioned at the side of pillar, solves the technical problem of easy quick-fried mould at the corner 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 the structural representation of the present invention；Fig. 2 is that the present invention uses state diagram.
Detailed description of the invention
As shown in Figure 1, what the present invention disclosed is a kind of steel column mould form of construction work, described steel column mould is spliced by several steel form unit 1 up and down, described steel form unit 1 includes four pieces of angle moulds 2, four pieces of angle moulds 2 cooperate and connect the cylinder forming a hollow, and described each angle mould 2 periphery is provided with connector 21, some fixing hole 22 is distributed on this connector 21, described angle mould 2 is L-type, and each angle mould 2 outer surface is provided with reinforcement 3.
As shown in Figure 2, when the present invention uses: four pieces of angle moulds 2 are mutually pieced together connection and formed die Slab element 1, angle mould 2 between adjacent is connected by connector 21, some fixing hole 22 is distributed on connector 21, U-shaped pin and latch is used to be used in mixed way in fixing hole 22, then according to the height of main column, some steel form unit about 1 are spliced, be used in mixed way connection also by U-shaped pin and latch equally fixing.
Steel column form unit of the present invention is fixed due to specification, the height of main column is not necessarily the multiple of steel column form unit length, so the present invention need gang form special connecting piece a kind of with Application No. " 201120553918.0 " with the use of, so, greatly reduce the difficulty of construction, even simpler than the construction of full wood plywood, convenient.
In conjunction with steel column mould form of construction work a kind of 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 plank sheathing 5 and connect the lumps of wood 4；B, according to measuring axis and location, some angle moulds 2 U-shaped pin 7, latch are assembled into steel form unit 1, steel form unit 1 connects into steel column mould down through U-shaped pin；C, according to absolute altitude, the position lacked on steel form unit 1 top connects the lumps of wood 4 and steel form unit 1, plank sheathing is connected and be fixed on steel form unit 1；D, the axis of correction pillar 6 steel form unit 1 and perpendicularity, be connected and fixed pillar 6 and supporting foot hand cradle.
Above-described embodiment and the product form of the graphic and non-limiting present invention and style, suitably change that it is done by any person of an ordinary skill in the technical field or modify, all should be regarded as the patent category without departing from the present invention.
Claims (3)
1. a steel column mould form of construction work, it is characterised in that: comprise the steps: a, first according to figure paper size, match some angle moulds, accessory and a small amount of plank sheathing and connect the lumps of wood；B, according to measuring axis and location, angle mould U-shaped pin, latch are assembled into steel form unit, steel form unit connects into steel column mould down through U-shaped pin；C, according to absolute altitude, the position lacked on steel form unit top connects the lumps of wood and steel form unit, plank sheathing is connected and be fixed on steel form unit；D, the axis of correction pillar steel form unit and perpendicularity, be connected and fixed pillar and supporting foot hand cradle；
Described steel column mould is formed by several steel form unit spliceds up and down, and described steel form unit includes that four pieces of angle moulds, four pieces of angle moulds cooperate and connect the cylinder forming a hollow, and each described angle mould periphery is provided with connector, some fixing hole is distributed on this connector.
A kind of steel column mould form of construction work the most according to claim 1, it is characterised in that: described angle mould is L-type.
A kind of steel column mould form of construction work the most according to claim 1, it is characterised in that: each described angle mould outer surface is provided with reinforcement.
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 CN103806650A (en) | 2014-05-21 |
| CN103806650B true CN103806650B (en) | 2016-12-07 |
Family
ID=50703994
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 |
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| CN (1) | CN103806650B (en) |
Families Citing this family (5)
| 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 |
| 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 |
| 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 |
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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103806650A (en) | 2014-05-21 |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161207 |