CN203769310U - Steel column mould - Google Patents

Steel column mould Download PDF

Info

Publication number
CN203769310U
CN203769310U CN201420079912.8U CN201420079912U CN203769310U CN 203769310 U CN203769310 U CN 203769310U CN 201420079912 U CN201420079912 U CN 201420079912U CN 203769310 U CN203769310 U CN 203769310U
Authority
CN
China
Prior art keywords
mould
steel
steel column
angle
column mould
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201420079912.8U
Other languages
Chinese (zh)
Inventor
林光明
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SHAOXING COUNTY MINGHUANG BUILDING MATERIALS TECHNOLOGY Co Ltd
Original Assignee
SHAOXING COUNTY MINGHUANG BUILDING MATERIALS TECHNOLOGY Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by SHAOXING COUNTY MINGHUANG BUILDING MATERIALS TECHNOLOGY Co Ltd filed Critical SHAOXING COUNTY MINGHUANG BUILDING MATERIALS TECHNOLOGY Co Ltd
Priority to CN201420079912.8U priority Critical patent/CN203769310U/en
Application granted granted Critical
Publication of CN203769310U publication Critical patent/CN203769310U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The utility model belongs to the field of building components, and particularly relates to a steel column mould which is formed by splicing a plurality of up-and-down steel formwork units, wherein each steel formwork unit comprises four angle formworks which are mutually connected in a matching manner to form a hollow column body; a connecting part is arranged on the periphery of each angle formwork; a plurality of fixing holes are distributed in each connecting part. The steel column mould is simple and convenient to mount and dismount, and solves the technical problem of mould burst is easily caused at four corners of a wood mould in the prior art.

Description

A kind of steel column mould
Technical field
The utility model belongs to building unit field, is specifically related to a kind of steel column mould.
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.
Utility model content
The purpose of this utility model is to provide a kind of steel column mould, to solve burst-mode phenomenon, particularly pillar in prior art four jiaos.
For above-mentioned technical problem, the technical scheme that the utility model provides 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.
The beneficial effects of the utility model: the utility model adopts L-type angle mould, and 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 utility model is described in further detail.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model; Fig. 2 is that the utility model uses state diagram.
Detailed description of the invention
As shown in Figure 1, what the utility model disclosed is a kind of steel column mould, 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 utility model 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.
The utility model steel column form unit is because specification is fixed, the height of main column is the multiple of steel column form unit length not necessarily, so the utility model 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 utility model 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 utility model.

Claims (3)

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.
CN201420079912.8U 2014-02-25 2014-02-25 Steel column mould Expired - Fee Related CN203769310U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420079912.8U CN203769310U (en) 2014-02-25 2014-02-25 Steel column mould

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420079912.8U CN203769310U (en) 2014-02-25 2014-02-25 Steel column mould

Publications (1)

Publication Number Publication Date
CN203769310U true CN203769310U (en) 2014-08-13

Family

ID=51286514

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420079912.8U Expired - Fee Related CN203769310U (en) 2014-02-25 2014-02-25 Steel column mould

Country Status (1)

Country Link
CN (1) CN203769310U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103806650A (en) * 2014-02-25 2014-05-21 绍兴县明煌建材科技有限公司 Steel column mould and construction method thereof
CN104295086A (en) * 2014-10-29 2015-01-21 扬州国电通用电力机具制造有限公司 Metal frame type fabricated formwork structure
CN104481140A (en) * 2014-12-10 2015-04-01 高路恒 Technology for mounting column formworks of steel frame systems
CN105715045A (en) * 2016-03-18 2016-06-29 中冶建工集团有限公司 Template for construction of column structure
CN105926935A (en) * 2016-05-19 2016-09-07 浙江大学 Integral column formwork based on 3d printing and used for concrete pouring and column pouring method

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103806650A (en) * 2014-02-25 2014-05-21 绍兴县明煌建材科技有限公司 Steel column mould and construction method thereof
CN103806650B (en) * 2014-02-25 2016-12-07 绍兴县明煌建材科技有限公司 A kind of steel column mould form of construction work
CN104295086A (en) * 2014-10-29 2015-01-21 扬州国电通用电力机具制造有限公司 Metal frame type fabricated formwork structure
CN104295086B (en) * 2014-10-29 2017-01-18 扬州国电通用电力机具制造有限公司 Metal frame type fabricated formwork structure
CN104481140A (en) * 2014-12-10 2015-04-01 高路恒 Technology for mounting column formworks of steel frame systems
CN105715045A (en) * 2016-03-18 2016-06-29 中冶建工集团有限公司 Template for construction of column structure
CN105926935A (en) * 2016-05-19 2016-09-07 浙江大学 Integral column formwork based on 3d printing and used for concrete pouring and column pouring method

Similar Documents

Publication Publication Date Title
CN203769310U (en) Steel column mould
CN103806650A (en) Steel column mould and construction method thereof
CN106150087B (en) A kind of combined frame column template and its construction method
CN201535064U (en) Template for buildings
CN206903216U (en) Stair step aluminum alloy mould plate
CN205766794U (en) A kind of end, web reinforcement overall binding moulding bed
CN206784924U (en) A kind of combined type structure post steel form
CN205857704U (en) Enclosed type staircase template
CN207469596U (en) A kind of beam column outer rim is exempted to tear concrete mold open
CN204691228U (en) One-shot forming hollow construction formwork
CN102213032A (en) Construction method for connecting reinforcing bars of structural columns
CN201649632U (en) Adjusting and positing frame of variable-section square column template
CN207727978U (en) Girderless floor bolumn cap template reinforcing device
CN202937003U (en) Aluminium alloy easy-dismounting formwork for buildings
CN206000154U (en) A kind of building pours uses template
CN202031344U (en) Multifunctional combined bracket
CN204920198U (en) Floor falls regularization of board and hangs mould
CN105113784B (en) Main steel mould structure for bare concrete inner and outer walls
CN205296828U (en) Post steel stencil assembly
CN201225001Y (en) Composite die for casting building frame
CN203769302U (en) Steel moulding plate component for shear wall
CN203783123U (en) High-strength plastic steel moulding plate convenient to manufacture
CN204357107U (en) A kind of biodegradation type modifying waste plastic high molecule plastic formwork
CN203795854U (en) Preformed hole formwork fixing device for bare concrete floor
CN203755682U (en) Secondary pouring form board constructing structure for small opening of concrete structure floor slab

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: 20140813

Termination date: 20170225

CF01 Termination of patent right due to non-payment of annual fee