CN202430993U - Concrete column pouring template - Google Patents
Concrete column pouring template Download PDFInfo
- Publication number
- CN202430993U CN202430993U CN2011204594814U CN201120459481U CN202430993U CN 202430993 U CN202430993 U CN 202430993U CN 2011204594814 U CN2011204594814 U CN 2011204594814U CN 201120459481 U CN201120459481 U CN 201120459481U CN 202430993 U CN202430993 U CN 202430993U
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- China
- Prior art keywords
- panel
- concrete column
- steel
- edge frame
- transverse
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- Expired - Fee Related
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Abstract
The utility model discloses a concrete column pouring template suitable to pour rectangular concrete columns with different section sizes. The concrete column pouring template comprises four long rectangular steel templates, wherein each steel template consists of a panel, a transverse border, a vertical border, transverse ribs and vertical ribs; the transverse borders are arranged on the transverse edges of the backs of the panels; the vertical borders are arranged on the vertical edges of the backs of the panels; both the transverse borders and the vertical borders form right angles with the panels; at least one column of panel bolt holes are formed in each panel parallel to each transverse border; each column comprises at least two bolt holes; at least two border bolt holes corresponding to the panel bolt holes are formed in each transverse border; the panel bolt holes in the panel of one steel template are connected with the border bolt holes in the transverse border of another adjacent steel template through bolts; and the concrete column pouring template is formed by connecting the four steel templates in a closed manner. The concrete column pouring template has a simple structure and is easy to maintain and convenient and quick to assemble and disassemble; the pouring quality of a concrete column is high; and the templates and the bolts can be reused.
Description
Technical field
The utility model relates to a kind of building cast and uses utensil, particularly a kind of concrete column cast template.
Background technology
In the post template installation process, traditional method is to adopt the bamboo offset plate to carry out blanking according to the size of pillar, adopts conventional split bolt, steel pipe fixed form.When running into accelerating construction progress, heavy in section post situation, conventional template is installed and is difficult to satisfy quality requirement and surperficial impression, therefore, just needs a kind of novel template to address the above problem.
One Chinese patent application numbers 88208217 discloses a kind of post template of variable-area size; It is made up of pillar steel form and straight curved back cord, through straight curved back cord the pillar steel form is fixed, and advantage is that directly curved back cord constitutes complete template system as support system and pillar steel form; Can regulate the sectional dimension of the concrete post of cast; But the complex structure of this template, part is more, and is cumbersome during enforcement.
Summary of the invention
It is a kind of simple in structure that the purpose of the utility model is to provide, and loads and unloads concrete column cast template efficiently.
The technical scheme that the utility model adopts is: a kind of concrete column cast template; Comprise four rectangle steel templates; Said steel form comprises panel, be arranged on back side of panel transverse edge the horizontal edge frame and be arranged on the vertical edge frame of the vertical edges of back side of panel; The direction parallel with the horizontal edge frame is provided with at least one row panel bolts hole on the panel, and every row panel bolts hole comprises two panel bolts holes at least, correspondingly with the panel bolts hole on the horizontal edge frame is provided with at least two frame bolts hole; The both sides of back side of panel corresponding surface crab bolt hole site are provided with cross rib; Back side of panel and cross rib are vertically installed with at least one perpendicular rib, and the panel bolts hole is connected through bolt with the frame bolt hole of adjacent steel form, and four steel forms sealings are connected to form the concrete column cast template.
The length of said cross rib equals the width of panel, and the length of perpendicular rib equals the length of panel; Said cross rib is two channel-section steels that are arranged on both sides, panel bolts hole that the back side is relative, and said perpendicular rib is single channel-section steel.
Said panel is a steel plate, and the horizontal edge frame is the identical grid of steel bars of width with the vertical edge frame.
Said horizontal edge frame and vertical edge frame all meet at right angles with panel.
The beneficial effect of the utility model is:
1. the concrete column cast template of the utility model is simple in structure, installing/dismounting is comparatively convenient, safeguards simple;
The concrete column cast template compliance of the utility model strong, can use flexibly, the concrete column of cast different size, casting quality is high;
3. the concrete column cast template of the utility model is sturdy and durable, can reuse back and forth, and life cycle is long, practices thrift cost.
Description of drawings
Fig. 1 is the structural representation of the utility model;
Fig. 2 is the structure sketch map of the steel form of the utility model;
Fig. 3 is the sectional structure enlarged drawing of A among Fig. 1;
Fig. 4 is the B-B face sectional structure sketch map of the utility model steel form.
The specific embodiment
Below in conjunction with the accompanying drawing and the specific embodiment concrete column cast template of the utility model is done more detailed description.
Referring to Fig. 1, Fig. 2, Fig. 3 and Fig. 4, among the figure, label 1 is a panel, and label 2 is vertical edge frames, and label 3 is horizontal edge frames, and label 4 is cross ribs, and label 5 is perpendicular ribs, and label 6 is panel bolts holes, and label 7 is frame bolts hole, and label 8 is bolts; A kind of concrete column cast template; Comprise four rectangle steel templates; Said steel form comprises panel 1, horizontal edge frame 3, vertical edge frame 2, cross rib 4 and perpendicular rib 5; Horizontal edge frame 3 is located at the transverse edge at panel 1 back side, and vertical edge frame 2 is located at the vertical edges at panel 1 back side, horizontal edge frame 3 and vertical edge frame 2 all with panel 1 vertical setting; Be provided with five row panel bolts holes 6 with horizontal edge frame 3 parallel directions on the panel 1; Every row panel bolts hole 6 comprises six bolts hole; Correspondingly on the horizontal edge frame 3 be provided with six frame bolts hole 7 with panel bolts hole 6; Panel bolts hole 6 on the panel 1 of steel form is connected through bolt 8 with frame bolt hole 7 on the adjacent vertical edge frame 2, and four steel forms sealings are connected to form the concrete column cast template.
During use; Select the row panel bolts hole be connected with the frame bolt hole as required; Four steel forms are connected to form a rectangular enclosure in order, are connected to form the rectangular enclosure of different size with different panel bolts holes, satisfy the cast of the Rectangular Concrete post of different cross section size.
Claims (4)
1. concrete column cast template; Comprise four rectangle steel templates; Said steel form comprises panel, be arranged on back side of panel transverse edge the horizontal edge frame and be arranged on the vertical edge frame of the vertical edges of back side of panel; It is characterized in that: the direction parallel with the horizontal edge frame is provided with at least one row panel bolts hole on the panel, and every row panel bolts hole comprises two panel bolts holes at least, correspondingly with the panel bolts hole on the horizontal edge frame is provided with at least two frame bolts hole; The both sides of back side of panel corresponding surface crab bolt hole site are provided with cross rib; Back side of panel and cross rib are vertically installed with at least one perpendicular rib, and the panel bolts hole is connected through bolt with the frame bolt hole of adjacent steel form, and four steel forms sealings are connected to form the concrete column cast template.
2. concrete column cast template according to claim 1 is characterized in that: the length of said cross rib equals the width of panel, and the length of perpendicular rib equals the length of panel; Said cross rib is two channel-section steels that are arranged on both sides, panel bolts hole that the back side is relative, and said perpendicular rib is single channel-section steel.
3. concrete column cast template according to claim 1 and 2 is characterized in that: said panel is a steel plate, and the horizontal edge frame is the identical grid of steel bars of width with the vertical edge frame.
4. concrete column cast template according to claim 3 is characterized in that: said horizontal edge frame and vertical edge frame all meet at right angles with panel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204594814U CN202430993U (en) | 2011-11-18 | 2011-11-18 | Concrete column pouring template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204594814U CN202430993U (en) | 2011-11-18 | 2011-11-18 | Concrete column pouring template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202430993U true CN202430993U (en) | 2012-09-12 |
Family
ID=46780453
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011204594814U Expired - Fee Related CN202430993U (en) | 2011-11-18 | 2011-11-18 | Concrete column pouring template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202430993U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103938858A (en) * | 2014-04-09 | 2014-07-23 | 中国葛洲坝集团三峡建设工程有限公司 | Concrete wall column external corner template device |
| CN107856177A (en) * | 2017-10-27 | 2018-03-30 | 广东省建筑科学研究院集团股份有限公司 | A kind of assembly concrete post mold |
-
2011
- 2011-11-18 CN CN2011204594814U patent/CN202430993U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103938858A (en) * | 2014-04-09 | 2014-07-23 | 中国葛洲坝集团三峡建设工程有限公司 | Concrete wall column external corner template device |
| CN103938858B (en) * | 2014-04-09 | 2016-01-20 | 中国葛洲坝集团三峡建设工程有限公司 | A kind of concrete wall column external angle formwork device |
| CN107856177A (en) * | 2017-10-27 | 2018-03-30 | 广东省建筑科学研究院集团股份有限公司 | A kind of assembly concrete post mold |
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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: 20120912 Termination date: 20131118 |