CN202644483U - Pier large steel template - Google Patents
Pier large steel template Download PDFInfo
- Publication number
- CN202644483U CN202644483U CN 201220231220 CN201220231220U CN202644483U CN 202644483 U CN202644483 U CN 202644483U CN 201220231220 CN201220231220 CN 201220231220 CN 201220231220 U CN201220231220 U CN 201220231220U CN 202644483 U CN202644483 U CN 202644483U
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- steel
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- steel plate
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- holder
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Abstract
The utility model relates to a template device in pier casting, in particular to a pier large steel template, which comprises a steel holder and a steel plate body, wherein the steel plate body is of an arc shape, the steel holder is arranged below the steel plate body, a support rod which is fixedly connected between the steel plate body and the steel holder, and a channel steel is arranged on the outer wall of the steel plate body. The pier large steel template is high in self structure strength, is large in area, can cast an erecting template by one step, speeds up schedule of construction, increases whole casing quality of concrete, and reduces construction joints of the concrete simultaneously.
Description
Technical field
The utility model relates to a kind of plate device of gate pier in building, the specifically large punching block of a kind of gate pier.
Background technology
The gate pier of water conservancy project structure, dam body, wallboard etc. must use template to the concrete work that exposed face has better quality to require, and template is used for concrete formation.Existing gang form has plenty of small size gate pier large steel moulding plate, has the deficiency of material aspect or structural performance aspect.The gate pier large steel moulding plate that has has can not reusable shortcoming, and has construction slower, man-hour long, inferior shortcoming.
The utility model content
For the problems referred to above, the utility model provides a kind of gate pier large punching block, and self structure intensity is high, and area can build by a formwork erection greatly, has accelerated construction speed, has increased the quality of concreting integral body.
The utility model is achieved through the following technical solutions: the large punching block of a kind of gate pier, comprise steel holder and steel plate body, described steel plate body is curved, described steel restitope is in the below of steel plate body, support bar is set between described steel plate body and the steel holder carries out affixedly, the outer wall of described steel plate body arranges channel-section steel.
As preferably, described channel-section steel comprises vertical channel-section steel and transverse channel steels, vertically channel-section steel and transverse channel steels cross arrangement.
As preferably, described steel plate body is the affixed support column that is welded by the arc channel-section steel also.
The utility model has taked above-mentioned corrective measure to carry out, and its beneficial effect is remarkable: the utility model can realize that factory process is finished or field fabrication, and self structure intensity is high, and detachably re-uses next time after being finished; Area can be built by a formwork erection greatly in addition, has accelerated construction speed, has increased the quality of concreting integral body, has reduced simultaneously concrete construction joint.
Description of drawings
Fig. 1 is the structural representation of the utility model embodiment 1;
Fig. 2 is the sectional view of A-A direction;
Fig. 3 is the sectional view of B-B direction.
1 is the steel plate body among the figure, the 2nd, and steel holder, the 3rd, support bar, the 4th, support column.
The specific embodiment
The below's contrast accompanying drawing is further described the utility model in conjunction with the embodiments:
With reference to Fig. 1, Fig. 2, shown in Figure 3, the large punching block of a kind of gate pier among the embodiment 1, comprise steel holder 2 and steel plate body 1, steel plate body 1 is the affixed support column 4 that is welded by the arc channel-section steel also, steel plate body 1 is curved, its outer wall arranges vertical channel-section steel and transverse channel steels, vertically channel-section steel and transverse channel steels cross arrangement, strengthening steel slab body 1.Steel holder 2 is positioned at the below of steel plate body 1, support bar 3 is set between steel plate body 1 and the steel holder 2 carries out affixed.
What more than enumerate only is specific embodiment of the utility model, and obviously, the utility model is not limited to above embodiment.All distortion that those of ordinary skill in the art can directly derive or associate from the disclosed content of the utility model all should belong to protection domain of the present utility model.
Claims (3)
1. the large punching block of gate pier comprises steel holder and steel plate body, and described steel plate body is curved, described steel restitope is in the below of steel plate body, support bar is set between described steel plate body and the steel holder carries out affixedly, it is characterized in that the outer wall of described steel plate body arranges channel-section steel.
2. the large punching block of gate pier according to claim 1 is characterized in that, described channel-section steel comprises vertical channel-section steel and transverse channel steels, vertically channel-section steel and transverse channel steels cross arrangement.
3. the large punching block of gate pier according to claim 1 is characterized in that, described steel plate body is the affixed support column that is welded by the arc channel-section steel also.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220231220 CN202644483U (en) | 2012-05-22 | 2012-05-22 | Pier large steel template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220231220 CN202644483U (en) | 2012-05-22 | 2012-05-22 | Pier large steel template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202644483U true CN202644483U (en) | 2013-01-02 |
Family
ID=47413613
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220231220 Expired - Lifetime CN202644483U (en) | 2012-05-22 | 2012-05-22 | Pier large steel template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202644483U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103669357A (en) * | 2013-12-20 | 2014-03-26 | 浙江省第一水电建设集团股份有限公司 | Gate-pier fair-faced concrete one-off forming construction method |
| CN104790353A (en) * | 2015-05-05 | 2015-07-22 | 广东省源天工程有限公司 | Sluice pier construction method for small and medium size sluices |
-
2012
- 2012-05-22 CN CN 201220231220 patent/CN202644483U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103669357A (en) * | 2013-12-20 | 2014-03-26 | 浙江省第一水电建设集团股份有限公司 | Gate-pier fair-faced concrete one-off forming construction method |
| CN104790353A (en) * | 2015-05-05 | 2015-07-22 | 广东省源天工程有限公司 | Sluice pier construction method for small and medium size sluices |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130102 |
|
| CX01 | Expiry of patent term |