CN102605949B - Cylindrical steel template - Google Patents
Cylindrical steel template Download PDFInfo
- Publication number
- CN102605949B CN102605949B CN201210118242.1A CN201210118242A CN102605949B CN 102605949 B CN102605949 B CN 102605949B CN 201210118242 A CN201210118242 A CN 201210118242A CN 102605949 B CN102605949 B CN 102605949B
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- CN
- China
- Prior art keywords
- connecting bushing
- form assembly
- sheet
- horizontal edge
- cauda
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- 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.)
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Abstract
The invention discloses a cylindrical steel template, consisting of a temperature combination head sheet, at least two template combination sheets and a template combination tail sheet, which are connected end to end, wherein a first connection shaft sleeve of each template combination sheet and a second connection shaft sleeve of the adjacent template combination sheet are connected with each other through a connection shaft in an insertion manner, so that a hinge type connection structure is formed. According to the cylindrical steel template, the number of the template combination sheets can be adjusted according to an actual requirement, so that cylindrical steel templates with any diameter can be allocated; and the cylindrical steel template has extremely high applicability.
Description
Technical field
The present invention relates to a kind of cylindrical steel template, belong to building form.
Background technology
In existing traditional architecture engineering, column-form is generally assembled with plank, the expense of taking a lot of work material, and recycling rate of waterused is lower, construction inconvenience.
For the problems referred to above, there is Fiberglass in Round Column Formwork, as Chinese utility model patent (application number is 94248277.8) discloses a kind of Fiberglass in Round Column Formwork, it has flange single radial cut formula glass fiber reinforced plastic cylindrical tube, there are two of fixed heads, by countersunk bolt, tighten together with cylindrical shell interface flange, countersunk bolt distribute spacing is 100 ~ 200 millimeters; Along tubular axis direction, with 250 ~ 400 millimeters of spacing, be distributed with steel circle, it is corresponding with cylindrical shell interface flange that it singly opens interface flange, and step up cylindrical shell by countersunk head screw and securing member.
Yet there are the following problems for the column-form of said structure: once the diameter of column-form cannot regulate after fixing, thereby can only be for special diameter, its applicability is not strong as seen.
Summary of the invention
The object of this invention is to provide a kind of cylindrical steel template.
To achieve the above object of the invention, the technical solution used in the present invention is: a kind of cylindrical steel template, by form assembly termination sheet, at least 2 form assembly sheets with form assembly end cauda is end to end forms;
The cross section of described form assembly sheet is L-shaped, and the lateral surface of its horizontal edge is the face of building, and the medial surface of horizontal edge is installed with the first connecting bushing, and its vertical edge is installed with the second connecting bushing of cooperation;
Described the first connecting bushing has 2 at least, and along the axial setting of form assembly sheet; Described the second connecting bushing has 2 at least, and along the axial setting of form assembly sheet; The staggered cooperation of position of the first connecting bushing and the second connecting bushing;
The first connecting bushing of form assembly sheet and the second connecting bushing of adjacent forms compounded plate, by connecting axle socket connection, form loose-leaf form connecting structure; The front end of the horizontal edge of adjacent forms compounded plate is erected on the horizontal edge rear end of form assembly sheet, and the angle a of adjacent horizontal edge is 1 ~ 10 degree;
The cross section of described form assembly termination sheet is L-shaped, and the lateral surface of its horizontal edge is the face of building, and the medial surface of horizontal edge is installed with the second connecting bushing coordinating with described the first connecting bushing, and its vertical edge is installed with the 3rd connecting bushing;
The cross section of described form assembly end cauda is L-shaped, the lateral surface of its horizontal edge is the face of building, the medial surface of horizontal edge is installed with the 4th connecting bushing coordinating with described the 3rd connecting bushing, and its vertical edge is installed with the first connecting bushing coordinating with described the second connecting bushing;
Described the 3rd connecting bushing has 1 at least, and along the axial setting of form assembly termination sheet; Described the 4th connecting bushing has 1 at least, and along the axial setting of form assembly end cauda; The staggered cooperation of position of the 3rd connecting bushing and the 4th connecting bushing; The 3rd connecting bushing of form assembly termination sheet and the 4th connecting bushing of form assembly end cauda, by bearing pin socket connection, form loose-leaf form connecting structure.
Above, the 3rd connecting bushing of described form assembly termination sheet and the 4th connecting bushing of form assembly end cauda are by bearing pin socket connection.Described bearing pin is preferably T-shaped.
The front end of the horizontal edge of described adjacent forms compounded plate is erected on the horizontal edge rear end of form assembly sheet, partly overlaps, and overlapping can mortar leakage prevention.
In technique scheme, described the first connecting bushing is identical with the size of the second connecting bushing; The 3rd connecting bushing is identical with the size of the 4th connecting bushing; The internal diameter of the 3rd connecting bushing is greater than the first connecting bushing.
In technique scheme, described form assembly termination sheet, form assembly sheet and the horizontal edge of form assembly end cauda are, the length of vertical edge is all identical.The main body that is form assembly termination sheet, form assembly sheet and form assembly end cauda three all can adopt identical L shaped angle steel to make.
Preferred technical scheme, described the first connecting bushing has 4, is axially distributed on form assembly sheet; Described the second connecting bushing has 5, is axially distributed on form assembly sheet; The staggered cooperation of position of the first connecting bushing and the second connecting bushing.
Preferred technical scheme, described the 3rd connecting bushing has 2, and along the axial setting of form assembly termination sheet; Described the 4th connecting bushing has 3, and along the axial setting of form assembly end cauda; The staggered cooperation of position of the 3rd connecting bushing and the 4th connecting bushing.
The quantity of above-mentioned axle sleeve can be set and adjust according to actual conditions.
In technique scheme, in described form assembly termination sheet, form assembly sheet and form assembly end cauda, be all installed with stiffener.Described stiffener can arrange a plurality of, and preferred parallel setting; Its objective is the intensity that improves compounded plate.
Because technique scheme is used, the present invention compared with prior art has following advantages:
1. the present invention design has obtained a kind of new cylindrical steel template, by form assembly termination sheet, at least 2 form assembly sheets with form assembly end cauda is end to end forms; Thereby can adjust according to the actual requirements the quantity of form assembly sheet, realize the configuration of the cylindrical steel template of arbitrary diameter, thereby there is fabulous applicability.
2. form assembly of the present invention termination sheet, form assembly sheet and form assembly end cauda are convenient to install and dismounting, can reuse, thereby greatly improve utilization ratio, have saved cost of production, and have been conducive to energy-conserving and environment-protective.
3. when mounted, the front end of the horizontal edge of adjacent forms compounded plate is erected on the horizontal edge rear end of form assembly sheet to compounded plate of the present invention, has and partly overlaps, and has effectively prevented the generation of spillage phenomenon, has better construction quality.
4. of the present invention simple in structure, be easy to preparation, be suitable for applying.
Accompanying drawing explanation
Fig. 1 is the front view of form assembly sheet in the embodiment of the present invention one;
Fig. 2 is the top view of form assembly sheet in the embodiment of the present invention one;
Fig. 3 is the front view of form assembly end cauda in the embodiment of the present invention one;
Fig. 4 is the top view of form assembly end cauda in the embodiment of the present invention one;
Fig. 5 is the front view of form assembly termination sheet in the embodiment of the present invention one;
Fig. 6 is the top view of form assembly termination sheet in the embodiment of the present invention one;
Fig. 7 is the assembling schematic diagram of 2 form assembly sheets in the embodiment of the present invention one;
Fig. 8 is the A portion enlarged drawing of Fig. 7;
Fig. 9 is the top view of cylindrical steel template in the embodiment of the present invention one.
Wherein: 1, form assembly termination sheet; 2, form assembly sheet; 3, form assembly end cauda; 4, horizontal edge; 5, vertical edge; 6, stiffener; 11, the first connecting bushing; 12, the second connecting bushing; 13, the 3rd connecting bushing; 14, the 4th connecting bushing.
The specific embodiment
Below in conjunction with drawings and Examples, the invention will be further described:
Embodiment mono-
Shown in Fig. 1 ~ 9, a kind of cylindrical steel template, by 1,68 form assembly sheets 2 of form assembly termination sheet with form assembly end cauda 3 is end to end forms;
The cross section of described form assembly sheet is L-shaped, and the lateral surface of its horizontal edge 4 is the face of building, and the medial surface of horizontal edge is installed with the first connecting bushing 11, and its vertical edge 5 is installed with the second connecting bushing 12 of cooperation;
Described the first connecting bushing has 4, is axially distributed on form assembly sheet; Described the second connecting bushing has 5, and along the axial uniform setting of form assembly sheet; The staggered cooperation of position of the first connecting bushing and the second connecting bushing;
The first connecting bushing of form assembly sheet and the second connecting bushing of adjacent forms compounded plate, by connecting axle socket connection, form loose-leaf form connecting structure; The front end of the horizontal edge of adjacent forms compounded plate is erected on the horizontal edge rear end of form assembly sheet, and the angle a of adjacent horizontal edge is 5.14 degree;
The cross section of described form assembly termination sheet is L-shaped, and the lateral surface of its horizontal edge is the face of building, and the medial surface of horizontal edge is installed with the second connecting bushing coordinating with described the first connecting bushing, and its vertical edge is installed with the 3rd connecting bushing 13;
The cross section of described form assembly end cauda is L-shaped, the lateral surface of its horizontal edge is the face of building, the medial surface of horizontal edge is installed with the 4th connecting bushing 14 coordinating with described the 3rd connecting bushing, and its vertical edge is installed with the first connecting bushing coordinating with described the second connecting bushing;
Described the 3rd connecting bushing has 3, and along the axial setting of form assembly termination sheet; Described the 4th connecting bushing has 3, and along the axial setting of form assembly end cauda; The staggered cooperation of position of the 3rd connecting bushing and the 4th connecting bushing; The 3rd connecting bushing of form assembly termination sheet and the 4th connecting bushing of form assembly end cauda, by bearing pin socket connection, form loose-leaf form connecting structure.Two axle sleeves up and down of the 3rd connecting bushing 13 can also link together with upper strata steel form.
Described the first connecting bushing is identical with the size of the second connecting bushing; The 3rd connecting bushing is identical with the size of the 4th connecting bushing; The internal diameter of the 3rd connecting bushing is greater than the first connecting bushing.
Described form assembly termination sheet, form assembly sheet and the horizontal edge of form assembly end cauda are, the length of vertical edge is all identical.
In described form assembly termination sheet, form assembly sheet and form assembly end cauda, be all installed with stiffener 6.Described stiffener can arrange a plurality of, and preferred parallel setting; Its objective is the intensity that improves compounded plate, to meet construction demand.
Claims (1)
1. a cylindrical steel template, is characterized in that: by form assembly termination sheet (1), at least 2 form assembly sheets (2) and the end to end formation of form assembly end cauda (3);
The cross section of described form assembly sheet is L-shaped, and the lateral surface of its horizontal edge (4) is the face of building, and the medial surface of horizontal edge is installed with the first connecting bushing (11), and its vertical edge (5) is installed with second connecting bushing (12) of cooperation;
Described the first connecting bushing has 2 at least, and along the axial setting of form assembly sheet; Described the second connecting bushing has 2 at least, and along the axial setting of form assembly sheet; The staggered cooperation of position of the first connecting bushing and the second connecting bushing;
The first connecting bushing of form assembly sheet and the second connecting bushing of adjacent forms compounded plate, by connecting axle socket connection, form loose-leaf form connecting structure; The front end of the horizontal edge of adjacent forms compounded plate is erected on the horizontal edge rear end of form assembly sheet, and the angle a of adjacent horizontal edge is 1 ~ 10 degree;
The cross section of described form assembly termination sheet is L-shaped, and the lateral surface of its horizontal edge is the face of building, and the medial surface of horizontal edge is installed with the first connecting bushing coordinating with described the second connecting bushing, and its vertical edge is installed with the 3rd connecting bushing (13);
The cross section of described form assembly end cauda is L-shaped, the lateral surface of its horizontal edge is the face of building, the medial surface of horizontal edge is installed with the 4th connecting bushing (14) coordinating with described the 3rd connecting bushing, and its vertical edge is installed with the second connecting bushing coordinating with described the first connecting bushing;
Described the 3rd connecting bushing has 1 at least, and along the axial setting of form assembly termination sheet; Described the 4th connecting bushing has 1 at least, and along the axial setting of form assembly end cauda; The staggered cooperation of position of the 3rd connecting bushing and the 4th connecting bushing; The 3rd connecting bushing of form assembly termination sheet and the 4th connecting bushing of form assembly end cauda, by bearing pin socket connection, form loose-leaf form connecting structure.
2. cylindrical steel template according to claim 1, is characterized in that: described the first connecting bushing is identical with the size of the second connecting bushing; The 3rd connecting bushing is identical with the size of the 4th connecting bushing; The internal diameter of the 3rd connecting bushing is greater than the first connecting bushing.
3. cylindrical steel template according to claim 1, is characterized in that: described form assembly termination sheet, form assembly sheet and the horizontal edge of form assembly end cauda are, the length of vertical edge is all identical.
4. cylindrical steel template according to claim 1, is characterized in that: described the first connecting bushing has 4, is axially distributed on form assembly sheet; Described the second connecting bushing has 5, is axially distributed on form assembly sheet; The staggered cooperation of position of the first connecting bushing and the second connecting bushing.
5. cylindrical steel template according to claim 1, is characterized in that: described the 3rd connecting bushing has 2, and along the axial setting of form assembly termination sheet; Described the 4th connecting bushing has 3, and along the axial setting of form assembly end cauda; The staggered cooperation of position of the 3rd connecting bushing and the 4th connecting bushing.
6. cylindrical steel template according to claim 1, is characterized in that: in described form assembly termination sheet, form assembly sheet and form assembly end cauda, be all installed with stiffener (6).
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Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210118242.1A CN102605949B (en) | 2012-04-20 | 2012-04-20 | Cylindrical steel template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210118242.1A CN102605949B (en) | 2012-04-20 | 2012-04-20 | Cylindrical steel template |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102605949A CN102605949A (en) | 2012-07-25 |
| CN102605949B true CN102605949B (en) | 2014-07-16 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210118242.1A Expired - Fee Related CN102605949B (en) | 2012-04-20 | 2012-04-20 | Cylindrical steel template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102605949B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111472543A (en) * | 2020-04-17 | 2020-07-31 | 安徽省第二建筑工程有限公司 | Concrete pouring construction method for cylindrical wood formwork |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1717579A (en) * | 1927-12-05 | 1929-06-18 | August H Pape | Concrete building form |
| CN101260735A (en) * | 2007-12-28 | 2008-09-10 | 浙江昆仑建设集团股份有限公司 | Combined template for architecture |
| GB2467171A (en) * | 2009-01-27 | 2010-07-28 | Everedge Ltd | Edging for beds, lawns, or the like |
| GB2479134A (en) * | 2010-03-29 | 2011-10-05 | Screwfast Foundations Ltd | Winged pile sleeve |
| CN202577964U (en) * | 2012-04-20 | 2012-12-05 | 苏州第五建筑集团有限公司 | Cylinder steel molding plate |
-
2012
- 2012-04-20 CN CN201210118242.1A patent/CN102605949B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1717579A (en) * | 1927-12-05 | 1929-06-18 | August H Pape | Concrete building form |
| CN101260735A (en) * | 2007-12-28 | 2008-09-10 | 浙江昆仑建设集团股份有限公司 | Combined template for architecture |
| GB2467171A (en) * | 2009-01-27 | 2010-07-28 | Everedge Ltd | Edging for beds, lawns, or the like |
| GB2479134A (en) * | 2010-03-29 | 2011-10-05 | Screwfast Foundations Ltd | Winged pile sleeve |
| CN202577964U (en) * | 2012-04-20 | 2012-12-05 | 苏州第五建筑集团有限公司 | Cylinder steel molding plate |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102605949A (en) | 2012-07-25 |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C53 | Correction of patent for invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Cao Yang Inventor after: Li Qiujian Inventor after: Qian Laiyuan Inventor after: Wang Qian Inventor before: Cao Yang Inventor before: Li Qiujian |
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| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: CAO YANG LI QIUJIAN TO: CAO YANG LI QIUJIAN QIAN LAIYUAN WANG QIAN |
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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: 20140716 Termination date: 20160420 |