CN107030450A - A kind of flange form that carries is by the preparation method of the steel reinforcement cage of strong stirrup - Google Patents
A kind of flange form that carries is by the preparation method of the steel reinforcement cage of strong stirrup Download PDFInfo
- Publication number
- CN107030450A CN107030450A CN201611155424.0A CN201611155424A CN107030450A CN 107030450 A CN107030450 A CN 107030450A CN 201611155424 A CN201611155424 A CN 201611155424A CN 107030450 A CN107030450 A CN 107030450A
- Authority
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- China
- Prior art keywords
- stirrup
- reinforcement cage
- cage
- steel reinforcement
- plate
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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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Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23P—METAL-WORKING NOT OTHERWISE PROVIDED FOR; COMBINED OPERATIONS; UNIVERSAL MACHINE TOOLS
- B23P15/00—Making specific metal objects by operations not covered by a single other subclass or a group in this subclass
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The present invention relates to building engineering field, specifically a kind of flange form that carries is by the preparation method of the steel reinforcement cage of strong stirrup；It is characterized in that, including use steel plate that Circular Plate is made by punch press according to design stake footpath；Formed with the plate of the Circular Plate by point punching such as steel reinforcement cage cage bar quantity and diameter progress and strengthen stirrup, punching hole diameter is more than cage bar diameter 5mm；Make reinforcement cage skeleton：The cage bar spacing 2m of steel reinforcement cage sets the order for strengthening stirrup together to set up reinforcement cage skeleton, wherein, fix both by welding between reinforcement stirrup and cage bar；Winding screw stirrup.This steel reinforcement cage is made using the above method, and it is strengthened stirrup in flange-type structure and is uniformly stamped to form using punch press, and steel reinforcement cage accurate size, the structure for so making shaping are unified, are conducive to follow-up cylinder to pour operation.
Description
Technical field
The present invention relates to building engineering field, specifically a kind of flange form that carries is by the making side of the steel reinforcement cage of strong stirrup
Method.
Background technology
Concrete reinforcement worker repacks easy reinforcement stirrup processing unit (plant) into using angle-bender during traditional fabrication of reinforcing cage, presses
Design the big little makings circle in stake footpath and strengthen stirrup, be welded to connect using overlap welding, operational method so has workload
Greatly, inefficiency, welding quality because workman's weld horizontal influence it is big the problem of.
The content of the invention
It is an object of the present invention to provide a kind of processing method for the steel reinforcement cage for being capable of industrial mass making.
In order to achieve the above object, the present invention is realized in：
It is a kind of with flange form by the preparation method of the steel reinforcement cage of strong stirrup, including
Step 1, Circular Plate using steel plate is made by punch press according to design stake footpath；
Step 2, with the plate of Circular Plate described in step 1 by steel reinforcement cage cage bar quantity and diameter point punching such as carry out and formed to strengthen
Stirrup, punching hole diameter is more than cage bar diameter 5mm；
Step 3, making reinforcement cage skeleton：The cage bar spacing 2m of steel reinforcement cage sets the order for strengthening stirrup together to set up steel reinforcement cage bone
Frame, wherein, fix both by welding between reinforcement stirrup and cage bar；
Step 4, winding screw stirrup.
Described carries flange form by the preparation method of the steel reinforcement cage of strong stirrup, and the quantity for strengthening stirrup there is not spacing by cage bar
The mode quantification of 2m settings together, quantity is overlapping rear disposable with punching by the Circular Plate for strengthening stirrup for making after determining
Bed is processed with the plate of Circular Plate for the through hole through cage bar.
This steel reinforcement cage is made using the above method, its strengthen stirrup unify punching press in flange-type structure and using punch press and
Into steel reinforcement cage accurate size, the structure for so making shaping are unified, are conducive to follow-up cylinder to pour operation.
Brief description of the drawings
Fig. 1 is the structural representation of this steel reinforcement cage.
Fig. 2 is the structural representation for strengthening stirrup.
Embodiment
The present invention is further illustrated below by way of specific embodiment.
As shown in Figure 1 and Figure 2, it is shown, it is a kind of with flange form by the preparation method of the steel reinforcement cage of strong stirrup, including
Step 1, Circular Plate 1 using steel plate is made by punch press according to design stake footpath；
Step 2, point punching 3 such as carry out by the quantity of steel reinforcement cage cage bar 2 and diameter with the plate of Circular Plate described in step 11 and formed
Strengthen stirrup, the diameter of punching 3 is more than cage bar diameter 5mm；
Step 3, making reinforcement cage skeleton：The spacing 2m of cage bar 2 of steel reinforcement cage sets the order for strengthening stirrup together to set up steel reinforcement cage
Skeleton, wherein, fix both by welding between reinforcement stirrup and cage bar 2；
Step 4, winding screw stirrup.
Described carries flange form by the preparation method of the steel reinforcement cage of strong stirrup, and the quantity for strengthening stirrup there is not spacing by cage bar
The mode quantification of 2m settings together, quantity is overlapping rear disposable with punching by the Circular Plate for strengthening stirrup for making after determining
Bed is processed with the plate of Circular Plate for the through hole through cage bar.
This steel reinforcement cage is made using the above method, its strengthen stirrup unify punching press in flange-type structure and using punch press and
Into steel reinforcement cage accurate size, the structure for so making shaping are unified, are conducive to follow-up cylinder to pour operation.
Claims (2)
1. a kind of flange form that carries is by the preparation method of the steel reinforcement cage of strong stirrup, it is characterized in that, including
Step 1, Circular Plate using steel plate is made by punch press according to design stake footpath；
Step 2, with the plate of Circular Plate described in step 1 by steel reinforcement cage cage bar quantity and diameter point punching such as carry out and formed to strengthen
Stirrup, punching hole diameter is more than cage bar diameter 5mm；
Step 3, making reinforcement cage skeleton：The cage bar spacing 2m of steel reinforcement cage sets the order for strengthening stirrup together to set up steel reinforcement cage bone
Frame, wherein, fix both by welding between reinforcement stirrup and cage bar；
Step 4, winding screw stirrup.
2. the flange form according to claim 1 that carries is by the preparation method of the steel reinforcement cage of strong stirrup, it is characterized in that：Reinforced Hoop
The quantity of muscle quantification in the way of cage bar there is not spacing 2m to set together, quantity will strengthen the circle of stirrup for making after determining
Disposably processed after ring flat-plate is overlapping with punch press with the plate of Circular Plate for the through hole through cage bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611155424.0A CN107030450A (en) | 2016-12-14 | 2016-12-14 | A kind of flange form that carries is by the preparation method of the steel reinforcement cage of strong stirrup |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611155424.0A CN107030450A (en) | 2016-12-14 | 2016-12-14 | A kind of flange form that carries is by the preparation method of the steel reinforcement cage of strong stirrup |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107030450A true CN107030450A (en) | 2017-08-11 |
Family
ID=59530352
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611155424.0A Pending CN107030450A (en) | 2016-12-14 | 2016-12-14 | A kind of flange form that carries is by the preparation method of the steel reinforcement cage of strong stirrup |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107030450A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108442710A (en) * | 2018-02-01 | 2018-08-24 | 中建三局集团有限公司 | A kind of device and processing method for arbitrary stake diameter steel reinforcement cage retrofit |
| CN108867626A (en) * | 2018-07-23 | 2018-11-23 | 江苏省建筑工程质量检测中心有限公司 | A kind of reinforcement cage structure and preparation method thereof |
| CN108951613A (en) * | 2018-06-26 | 2018-12-07 | 北京健安诚岩土工程有限公司 | A kind of recyclable steel reinforcement cage |
| CN110153335A (en) * | 2019-04-28 | 2019-08-23 | 云南建投第一勘察设计有限公司 | A kind of processing method of long screw auger drilling deposited pile steel reinforcement cage |
| CN114108492A (en) * | 2021-12-21 | 2022-03-01 | 浙江交工集团股份有限公司 | Assembled framework for temporarily positioning cast-in-place stand column reinforcement cage and construction method |
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| JP2002227188A (en) * | 2001-01-31 | 2002-08-14 | Yoriko Masuda | Ring assembly for reinforced cage and reinforced cage assembling method as well as reinforced cage connecting method |
| KR100781675B1 (en) * | 2006-07-31 | 2007-12-03 | 송기용 | Built-up bar using the wire |
| CN101718090A (en) * | 2009-11-16 | 2010-06-02 | 中冶天工建设有限公司 | Process for constructing large-diameter steel reinforcement cage of steel reinforcement concrete grouting pile |
| JP2011137320A (en) * | 2009-12-28 | 2011-07-14 | Toyo Asano Foundation Co Ltd | Sc pile and method for manufacturing the same |
| KR20110139989A (en) * | 2010-06-24 | 2011-12-30 | 유정산업 주식회사 | Reinforcement for large caliber concrete pipe |
| KR101184226B1 (en) * | 2012-02-14 | 2012-09-19 | (주)케이에스텍 | Apparatus for connecting reinforced steel net structure and construction method thereof |
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2016
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Patent Citations (6)
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| JP2002227188A (en) * | 2001-01-31 | 2002-08-14 | Yoriko Masuda | Ring assembly for reinforced cage and reinforced cage assembling method as well as reinforced cage connecting method |
| KR100781675B1 (en) * | 2006-07-31 | 2007-12-03 | 송기용 | Built-up bar using the wire |
| CN101718090A (en) * | 2009-11-16 | 2010-06-02 | 中冶天工建设有限公司 | Process for constructing large-diameter steel reinforcement cage of steel reinforcement concrete grouting pile |
| JP2011137320A (en) * | 2009-12-28 | 2011-07-14 | Toyo Asano Foundation Co Ltd | Sc pile and method for manufacturing the same |
| KR20110139989A (en) * | 2010-06-24 | 2011-12-30 | 유정산업 주식회사 | Reinforcement for large caliber concrete pipe |
| KR101184226B1 (en) * | 2012-02-14 | 2012-09-19 | (주)케이에스텍 | Apparatus for connecting reinforced steel net structure and construction method thereof |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108442710A (en) * | 2018-02-01 | 2018-08-24 | 中建三局集团有限公司 | A kind of device and processing method for arbitrary stake diameter steel reinforcement cage retrofit |
| CN108951613A (en) * | 2018-06-26 | 2018-12-07 | 北京健安诚岩土工程有限公司 | A kind of recyclable steel reinforcement cage |
| CN108951613B (en) * | 2018-06-26 | 2021-04-02 | 北京健安诚岩土工程有限公司 | Recoverable steel reinforcement cage |
| CN108867626A (en) * | 2018-07-23 | 2018-11-23 | 江苏省建筑工程质量检测中心有限公司 | A kind of reinforcement cage structure and preparation method thereof |
| CN110153335A (en) * | 2019-04-28 | 2019-08-23 | 云南建投第一勘察设计有限公司 | A kind of processing method of long screw auger drilling deposited pile steel reinforcement cage |
| CN110153335B (en) * | 2019-04-28 | 2021-09-03 | 云南建投第一勘察设计有限公司 | Processing method of long spiral drilling cast-in-place pile reinforcement cage |
| CN114108492A (en) * | 2021-12-21 | 2022-03-01 | 浙江交工集团股份有限公司 | Assembled framework for temporarily positioning cast-in-place stand column reinforcement cage and construction method |
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Legal Events
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170811 |
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| RJ01 | Rejection of invention patent application after publication |