CN202467177U - Template used for building rectangular column - Google Patents
Template used for building rectangular column Download PDFInfo
- Publication number
- CN202467177U CN202467177U CN2011205172044U CN201120517204U CN202467177U CN 202467177 U CN202467177 U CN 202467177U CN 2011205172044 U CN2011205172044 U CN 2011205172044U CN 201120517204 U CN201120517204 U CN 201120517204U CN 202467177 U CN202467177 U CN 202467177U
- Authority
- CN
- China
- Prior art keywords
- modules
- template
- circular arc
- rectangular column
- rectangle
- 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
Links
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a template used for a building rectangular column comprising four modules and a holt hoop iron component. The four modules are section bars having the same structure, and a cross section of each of the modules is in the shape of an arc, two ends of which are respectively provided with a clamp and a notch. The clamp and the notch are cooperated with each other. When strings of the arcs of the four modules are vertical to each other to form a rectangle, the arc-shaped edges of the arcs can form a whole circle. The holt hoop iron component is disposed on the surface of the circle. In the utility module, the clamps and the notches of the four modules are cooperated with each other, and the seams are tightly sealed; the slurry is not easy to leak; the verticality of the column and the dimension precision of the cross section can be greatly improved, and no nails are required during the splicing; the installation is convenient and quick, the fastening is easy, and the dismounting is convenient.
Description
Technical field
The utility model relates to building field, and characteristics relate to a kind of template that is used to build rectangular column.
Background technology
In building field; Build pillar through template commonly used, also have a lot of means and template to make rectangular column at present, but install and fix the comparison difficulty owing to template; The phenomenon of the contact portion Chang Rongyi generation spillage of template and the verticality of pillar are also wayward; Need this moment to adopt a large amount of securing members such as screw nail etc. that template is fixed, this moment, workload was very big, and effect neither be clearly.
The utility model content
In order to address the above problem, the utility model provides a kind of convenient installation, is difficult for spillage and is easy to the template that rectangular column is built in fastening being used to.
The technical scheme of the employing of the utility model is: a kind of template that is used to build rectangular column, comprise four modules and anchor ear assembly, and said four modules are the same section bar of structure; The cross section of said module is a circular arc; The two ends of said circular arc are respectively equipped with card and groove, and said card and groove cooperatively interact, when the orthogonal formation rectangle of the string of the circular arc of four modules; The arc limit of said circular arc forms a full circle, and said anchor ear assembly is installed the surface of circle.
Further, for better fastening module, said anchor ear assembly can comprise circular band iron and securing member, and said circular band iron is offered breach, and said indentation, there has extension to cooperate with securing member.
Said securing member is preferably screw and nut, and the extension of said circular band iron breach offers screw.
In order to reduce the cost of module, to satisfy under the situation of strength and stiffness, the circular arc inside in said module cross section is provided with hollow parts.
Said module is the steel module, also can be other satisfy other material of strength and stiffness.
In order to regulate the sectional dimension of pillar, said module can also comprise the rectangle matching board, and the cross section of said rectangle matching board is a rectangle, and the long limit of said rectangle equates with the string of said circular arc.
The beneficial effect of the utility model is: adopt the installation of working in coordination of card and the groove of four modules, seam is tight, is not easy spillage; The precision of pillar verticality, sectional dimension is improved bigger,, and need not fix by nail during assembly unit; Quick and easy for installation, reinforce easily, it is convenient to remove.
Description of drawings
Fig. 1 is the sectional view of module;
Fig. 2 is the sketch map of anchor ear assembly;
Fig. 3 is the sectional view that is used to build the template of rectangular column;
Fig. 4 is for using the sketch map of rectangle matching board.
The specific embodiment
Below be an embodiment of the utility model, the actual use of the utility model is not limited thereto embodiment.
Embodiment 1
As shown in Figure 3, a kind of template that is used to build rectangular column comprises four modules and anchor ear assembly 10; As shown in Figure 1, four modules are the same section bar of structure, and the cross section of module is a circular arc 1; The two ends of circular arc are respectively equipped with card 3 and groove 2, and card cooperatively interacts with groove, when the orthogonal formation rectangle of the string of the circular arc of four modules; The arc limit of circular arc forms a full circle; In order to reduce the cost of module, to satisfy under the situation of strength and stiffness, the circular arc inside in said module cross section is provided with hollow parts 4.
As shown in Figure 2, the anchor ear assembly is installed the surface of circle, and the anchor ear assembly comprises circular band iron 5 and securing member; Said circular band iron is offered breach; Said indentation, there has extension to cooperate with securing member, and securing member is screw 6 and nut 7, and the extension of said circular band iron breach offers screw.
When assembly template,, let card and groove closely cooperate with four module assembly units successively; Wale four templates with anchor ear again, tightening nuts makes four cross members of circular band iron lock ring; So far accomplish the installation of template, can concrete 9 be watered in the coffin that the string face of four modules forms.
Embodiment 2
As shown in Figure 3, a kind of template that is used to build rectangular column comprises four modules and anchor ear assembly 10; As shown in Figure 1, four modules are the same section bar of structure, and the cross section of module is a circular arc 1; The two ends of circular arc are respectively equipped with card 3 and groove 2, and card cooperatively interacts with groove, when the orthogonal formation rectangle of the string of the circular arc of four modules; The arc limit of circular arc forms a full circle; In order to reduce the cost of module, to satisfy under the situation of strength and stiffness, the circular arc inside in said module cross section is provided with hollow parts 4.
As shown in Figure 2, the anchor ear assembly is installed the surface of circle, and the anchor ear assembly comprises circular band iron 5 and securing member; Said circular band iron is offered breach; Said indentation, there has extension to cooperate with securing member, and securing member is screw 6 and nut 7, and the extension of said circular band iron breach offers screw.
Show like Fig. 4, when assembly template, four module assembly units successively; Let card and groove closely cooperate, wale four templates, tightening nuts with anchor ear again; Make four cross members of circular band iron lock ring,, also need rectangle matching board 8 be put into the formed coffin of module according to the size of the post that will make; The cross section of rectangle matching board is a rectangle, and the long limit of rectangle equates with the string of circular arc, and the one side of rectangle matching board 8 can be contacted with the face of a module wherein fully; After accomplishing the installation of template, can concrete 9 be watered in the string face of three modules and the coffin that rectangle matching board is formed.
Claims (5)
1. a template that is used to build rectangular column is characterized in that comprising four modules and anchor ear assembly, and said four modules are the same section bar of structure; The cross section of said module is a circular arc; The two ends of said circular arc are respectively equipped with card and groove, and said card and groove cooperatively interact, when the orthogonal formation rectangle of the string of the circular arc of four modules; The arc limit of said circular arc forms a full circle, and said anchor ear assembly is installed the surface of circle.
2. be used to build the template of rectangular column according to claim 1, it is characterized in that said anchor ear assembly comprises circular band iron and securing member, said circular band iron is offered breach, and said indentation, there has extension to cooperate with securing member.
3. be used to build the template of rectangular column according to claim 2, it is characterized in that said securing member is screw and nut, the extension of said circular band iron breach offers screw.
4. be used to build the template of rectangular column according to claim 3, it is characterized in that the circular arc inside in said module cross section is provided with hollow parts.
5. be used to build the template of rectangular column according to claim 4, it is characterized in that said module also comprises the rectangle matching board, the cross section of said rectangle matching board is a rectangle, and the long limit of said rectangle equates with the string of said circular arc.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011205172044U CN202467177U (en) | 2011-12-13 | 2011-12-13 | Template used for building rectangular column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011205172044U CN202467177U (en) | 2011-12-13 | 2011-12-13 | Template used for building rectangular column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202467177U true CN202467177U (en) | 2012-10-03 |
Family
ID=46915344
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011205172044U Expired - Fee Related CN202467177U (en) | 2011-12-13 | 2011-12-13 | Template used for building rectangular column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202467177U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104533079A (en) * | 2015-01-17 | 2015-04-22 | 新八建设集团有限公司 | Annular hoop for fixing concrete square column template with quick assembly-disassembly and without opposite pulling rod |
| CN107035142A (en) * | 2017-04-11 | 2017-08-11 | 中国建筑第二工程局有限公司 | Flexible reinforcing system for frame column formwork and construction method thereof |
-
2011
- 2011-12-13 CN CN2011205172044U patent/CN202467177U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104533079A (en) * | 2015-01-17 | 2015-04-22 | 新八建设集团有限公司 | Annular hoop for fixing concrete square column template with quick assembly-disassembly and without opposite pulling rod |
| CN107035142A (en) * | 2017-04-11 | 2017-08-11 | 中国建筑第二工程局有限公司 | Flexible reinforcing system for frame column formwork and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202467177U (en) | Template used for building rectangular column | |
| CN204960953U (en) | Vertical waterstop of formula of burying device of flare -outing in tunnel | |
| CN201661013U (en) | Binding-free self-positioning steel bar spacer block | |
| CN205777493U (en) | Angle frame tool-type column template | |
| CN203230178U (en) | Column formwork and column hoop | |
| CN103410345A (en) | Reinforced concrete column reinforcement device and method | |
| CN204225483U (en) | GIS pier aluminium alloy fixed shape template system | |
| CN204609295U (en) | A kind of square column template anchor ear encloses purlin | |
| CN204059958U (en) | Oblique variable cross-section type column template device | |
| CN206829610U (en) | A kind of removable variable cross-section steel framework wooden model | |
| CN204326533U (en) | A kind of formwork reinforcement fixture | |
| CN204676748U (en) | A kind of novel positioning anchor firmware | |
| CN203322508U (en) | Multipurpose oil platform pipeline bundle protection pipe | |
| CN205058278U (en) | Locating component of pre -buried line box among prefabricated component | |
| CN201176711Y (en) | Formwork clamp for building concrete construction | |
| CN204510584U (en) | A kind of novel architecture composite ceiling structure | |
| CN203583882U (en) | Concrete formwork fixing device | |
| CN201933695U (en) | Prestressed steel bar fixing anchorage device | |
| CN104264989A (en) | Device for fixing split metal rod piece and use method thereof | |
| CN206071042U (en) | A kind of new wooden circle template | |
| CN203742200U (en) | Detachable jacking and supporting device | |
| CN203613793U (en) | T-shaped column template | |
| CN203336050U (en) | Assistant locating pipe of oil platform pipeline | |
| CN209603492U (en) | A kind of wall end constructional column reinforcing member | |
| CN203322502U (en) | Conveniently-disassembled platform pipeline bracket |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121003 Termination date: 20131213 |