CN201661076U - Combined type corner template - Google Patents
Combined type corner template Download PDFInfo
- Publication number
- CN201661076U CN201661076U CN2010201689733U CN201020168973U CN201661076U CN 201661076 U CN201661076 U CN 201661076U CN 2010201689733 U CN2010201689733 U CN 2010201689733U CN 201020168973 U CN201020168973 U CN 201020168973U CN 201661076 U CN201661076 U CN 201661076U
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- panel
- template
- back cord
- combined type
- type corner
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Abstract
The utility model discloses a combined type corner template, which comprises a panel, back ridges and connecting holes, wherein the back ridges are welded on the back surface of the panel, the connecting holes are arranged on the back ridges. Different templates of a template set are in bolted connection through corresponding connecting holes. A back ridge is arranged on the back surface of the panel at one end of the template. The angle between the back ridge and the panel is less than 90 degrees. Different required corner templates can be combined according to the needs and different post treatments can be conducted according to the state of concrete, thereby solving the problems that bubbles exist because of cover template pouring and the surface of bottom plates is raised because of short side wall pouring.
Description
Technical field
The utility model belongs to the engineering construction mechanical field, relates in particular to lining concrete concrete construction formwork field, particularly a kind of combined type Corner boarding.
Background technology
Usually can carry out concrete pouring construction in engineering construction, generally all be to build by the template typing.In the concrete construction of gateway opening type lining concrete, for preventing concrete cracking, a kind of solution commonly used is in the 2m scope of abutment wall bottom constuction joint to be set, and short abutment wall in both sides and bottom board concrete are built with the storehouse.So just having formed base plate does not have the situation that the upright template of cover mold and both sides is built with the storehouse, and the processing mode of corner is directly had influence on concrete pouring quality.
The existing short abutment wall mode of building generally adopts combined steel formwork, builds in the process at short abutment wall, because side wall pressure is excessive, and the concrete surface protuberance distortion that can cause base plate to build finishing.Or adopting the integral type Corner boarding, the bottom cover mold is removed after concrete final set, but the bubble that produces owing to cover mold needs repair in the later stage.
Summary of the invention
The utility model discloses a kind of combined type Corner boarding according to the deficiencies in the prior art, and the utility model is achieved through the following technical solutions.
A kind of combined type Corner boarding comprises panel, back cord, connecting hole, and wherein back cord is welded on the back side of panel, and connecting hole is arranged on the back cord, and different templates connects with bolt by the connecting hole of correspondence in the template group; At an end of template, there is the angle of a back cord and panel at the back side of panel less than 90 degree.
The angle of further described back cord and panel is 45 degree.Angle by back cord and panel is that 45 templates of spending can be combined into.
Above-mentioned template connects the form assembly that is combined into space required by the corresponding connecting hole on the back cord with bolt; On the back cord that tilts corresponding connecting hole is arranged, connect into Corner boarding by these corresponding connecting holes with bolt, when the angle of template back arris and panel is 45 can be combined into the right angle type Corner boarding when spending, when the turning of Corner boarding needed other angles, to make the angle of corresponding two templates that are connected be that the angle of needs promptly can realize by adjusting the back cord and the angle of panel.
During construction, build after the fixed combination template, upstanding portion is treated form removal after the concrete final set, horizontal component is form removal before concrete initial set, the cover mold zone processing of wiping one's face simultaneously, having prevented effectively that cover mold from building exists air bubble problem, has also solved the problem of building the base plate face protuberance that causes because of short abutment wall simultaneously.
To sum up, helpfulness of the present utility model is: can carry out the different Corner boarding combinations that require as required, in construction, can carry out different post-processed, solve cover mold and built the problem that has air bubble problem and build the base plate face protuberance that causes because of short abutment wall according to concrete state.
Description of drawings
Below in conjunction with the drawings and specific embodiments the utility model is further specified.
Fig. 1 is a template assembly upstanding portion schematic cross-section;
Fig. 2 is Figure 1A face schematic diagram;
Fig. 3 is a template assembly horizontal component schematic cross-section;
Fig. 4 is a right angle type Corner boarding combination schematic diagram.
Among the figure, the 1st, template assembly upstanding portion, the 2nd, template assembly horizontal component, the 3rd, template back arris inclined-plane, the 4th, the connecting hole on the back cord inclined-plane, the 5th, connecting hole, the 6th, back cord, the 7th, panel.
The specific embodiment
In conjunction with Fig. 1, Fig. 2, Fig. 3, Fig. 1 is a template assembly upstanding portion schematic cross-section, and Fig. 2 is Figure 1A face schematic diagram, and Fig. 3 is a template assembly horizontal component schematic cross-section.Panel 7 is smooth planes among the figure, and different sizes can be arranged, and generally fixes after several sizes and realizes more large-area construction needs by combination.Back side of panel has back cord 6, and back cord 6 is for the intensity of strengthening template is welded on back side of panel, generally is groined type, can determine the quantity of back cord 6 as required, is that back cord 6 lateral separations 250 to 300mm, fore-and-aft distance 120 are to 150mm in this example.Connecting hole 5 is arranged on the back cord 6, and the connecting hole 5 of every template is corresponding mutually to be connected with convenient.
End in template, the back side of panel 7 has a back cord and panel to be less than 90 degree angles welding, the pad of back cord and panel has the 8mm distance apart from the panel end points in the upright template, just about plate thickness, the pad of back cord and panel is at the panel end points in the horizontal shuttering, and back cord and panel are 45 degree angles in this example.Connecting hole 4 is arranged on the inclined-plane back cord, and the connecting hole in this example on the inclined-plane back cord has 3, the about 600mm of pitch-row.Template is when being combined into the turning gang form, and the inclined-plane back cord of template connects by connecting hole 4 usefulness bolts.
Fig. 4 is a right angle type Corner boarding combination schematic diagram.Upright template is connected with bolt at inclined-plane back cord place with horizontal shuttering among the figure.
In the construction Corner boarding is fixed, behind the concreting, upstanding portion is treated form removal after the concrete final set, horizontal component is form removal before concrete initial set, the cover mold zone processing of wiping one's face simultaneously, having prevented effectively that cover mold from building exists air bubble problem, has also solved the problem of building the base plate face protuberance that causes because of short abutment wall simultaneously.
Claims (3)
1. combined type Corner boarding, comprise panel, back cord, connecting hole, wherein back cord is welded on the back side of panel, connecting hole is arranged on the back cord, different templates connects with bolt by the connecting hole of correspondence in the template group, it is characterized in that: at an end of template, there is the angle of a back cord and panel at the back side of panel less than 90 degree.
2. combined type Corner boarding according to claim 1 is characterized in that: described angle is 45 degree.
3. combined type Corner boarding according to claim 2 is characterized in that: two form assemblies shape Corner boarding that meets at right angles.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201689733U CN201661076U (en) | 2010-04-23 | 2010-04-23 | Combined type corner template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201689733U CN201661076U (en) | 2010-04-23 | 2010-04-23 | Combined type corner template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201661076U true CN201661076U (en) | 2010-12-01 |
Family
ID=43231493
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201689733U Expired - Fee Related CN201661076U (en) | 2010-04-23 | 2010-04-23 | Combined type corner template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201661076U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107386629A (en) * | 2017-09-11 | 2017-11-24 | 广东铝遊家科技有限公司 | Build aluminum alloy mould plate combining structure |
| CN113882659A (en) * | 2021-12-08 | 2022-01-04 | 北京怡泰盛达技术发展有限责任公司 | Anti-deformation system of special building template combined structure |
-
2010
- 2010-04-23 CN CN2010201689733U patent/CN201661076U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107386629A (en) * | 2017-09-11 | 2017-11-24 | 广东铝遊家科技有限公司 | Build aluminum alloy mould plate combining structure |
| CN113882659A (en) * | 2021-12-08 | 2022-01-04 | 北京怡泰盛达技术发展有限责任公司 | Anti-deformation system of special building template combined structure |
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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: 20101201 Termination date: 20170423 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |