CN106938309A - A kind of support meanss for processing circular steel reinforcement cage - Google Patents
A kind of support meanss for processing circular steel reinforcement cage Download PDFInfo
- Publication number
- CN106938309A CN106938309A CN201710349935.4A CN201710349935A CN106938309A CN 106938309 A CN106938309 A CN 106938309A CN 201710349935 A CN201710349935 A CN 201710349935A CN 106938309 A CN106938309 A CN 106938309A
- Authority
- CN
- China
- Prior art keywords
- bar
- fixer
- cage
- briquetting
- width
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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
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21F—WORKING OR PROCESSING OF METAL WIRE
- B21F27/00—Making wire network, i.e. wire nets
- B21F27/12—Making special types or portions of network by methods or means specially adapted therefor
- B21F27/20—Making special types or portions of network by methods or means specially adapted therefor of plaster-carrying network
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
A kind of support meanss for processing circular steel reinforcement cage of the present invention are mainly used in the processing of building engineering field filling pile cage of reinforcement and used, its convenience quick for installation, with versatility；It is mainly made up of wheel disc, width bar, reinforced bar fixer A, axle A, support frame, and its main operational principle is：First according to the number of the pile foundation steel bar cage stress cage bar of layout design, determine the number of width bar, the lower end of multiple width bars is screwed into multiple holes of wheel disc respectively again and multiple width bars is evenly arranged on wheel disc, in the groove that the end of many reinforcing bars is respectively put into reinforced bar fixer A fix bar, rotate briquetting and the groove of briquetting lower end is pressed on the surface of reinforcing bar upper end, by spiro cap fix bar upper right side and tightening nuts, reinforcing bar will be fixed tight by nut by briquetting, the steel reinforcement cage support meanss of opposite side are installed with same method, installment work is completed.
Description
Technical field
Used present invention is mainly used for the processing of building engineering field filling pile cage of reinforcement.
Background technology
Current filling pile cage of reinforcement processing is carried out at the construction field (site), and circular steel reinforcement cage needs first to fix cage bar, then
Need to weld interim reinforcing bar retainer ring again in the fixation of cage bar peripheral solder stirrup, but cage bar, not only waste of materials and time-consuming take
Power, it is very uneconomical.
The content of the invention
The present invention solves above mentioned problem, and it need not weld interim reinforcing bar retainer ring, convenience quick for installation, with general
Property；It is of the invention main by wheel disc（1）, width bar（2）, reinforced bar fixer A（3）, reinforced bar fixer B（4）, axle A（5）, support frame
（12）Composition；Wheel disc（1）Side and axle A（5）Side fix, axle A（5）Through support frame（12）The Kong Bingke of upper end is around it
Hole rotates, wheel disc（1）Outer rim have multiple holes（6）, hole（6）There are internal thread, width bar（2）Lower end have external screw thread（13）, width bar
（2）Lower end threaded through bores（6）It is interior, width bar（2）Both sides be fixed with multiple reinforced bar fixer A（3）And reinforced bar fixer B（4）；Steel
Muscle fixator A（3）And reinforced bar fixer B（4）By briquetting（7）, nut（8）, fix bar（9）, axle B（10）Composition, fix bar
（9）Lower end and width bar（2）It is fixed, fix bar（9）Upper right side have external screw thread, fix bar（9）Left upper end be fixed with axle B
（10）, briquetting（7）Left end and axle B（10）It is hinged, briquetting（7）Can be around axle B（10）Rotate, briquetting（7）Lower end it is fluted,
Its groove and reinforcing bar（11）Upper surface coincide；Its main operational principle is：First according to the pile foundation steel bar cage stress of layout design
The number of cage bar, determines width bar（2）Number, then by multiple width bars（2）Lower end be screwed into wheel disc respectively（1）Multiple holes（6）
It is interior and make multiple width bars（2）It is evenly arranged in wheel disc（1）On, by many reinforcing bars（11）End be respectively put into reinforced bar fixer A
（3）Fix bar（9）Groove in, rotate briquetting（7）And make briquetting（7）The groove of lower end is pressed in reinforcing bar（11）Upper end face
On, by nut（8）It is enclosed within fix bar（9）Upper right side and tightening nuts（8）, nut（8）Briquetting will be passed through（7）By reinforcing bar（11）
It is fixed tight, the steel reinforcement cage support meanss of opposite side are installed with same method, installment work is completed, rotating steel reinforcement cage can just enter
The normal stirrup welding job of row；Need explanation：Multiple reinforced bar fixer A on concentric circles（3）Position and quantity pair
Position and the quantity of pile foundation reinforcing bar cage bar on design drawing are answered, similarly multiple reinforced bar fixer B on concentric circles
（4）Position and quantity correspond to position and the quantity of pile foundation reinforcing bar cage bar on design drawing, reinforced bar fixer A（3）With steel
Muscle fixator B（4）Position difference be the different and different of pile foundation stirrup size.
Brief description of the drawings
Description of reference numerals：1- wheel discs, 2- width bars, 3- reinforced bar fixers A, 4- reinforced bar fixer B, 5- axle A, 6- holes, 7-
Briquetting, 8- nuts, 9- fix bars, 10- axles B, 11- reinforcing bar, 12- support frames, 13- external screw threads.
Fig. 1 is the side elevational view of the present invention.
Fig. 2 is the decomposing schematic representation of wheel disc of the present invention and width bar.
Fig. 3 is reinforced bar fixer A drawing.
Fig. 4 is that reinforced bar fixer A briquetting is in the schematic diagram of open configuration.
Fig. 5 is the front elevation view of the present invention.
Embodiment
The embodiment of the present invention has been described in detail in the content of the invention, is not repeated herein, needs explanation：Difference building
The stake footpath of the bored concrete pile of thing is different, and the quantity of its steel reinforcement cage stress cage bar is also different, reinforcing cage stirrup diameter
Size be also different, in order to meet this change, the present invention designs multiple holes 6 on wheel disc 1, according to layout design
The number of pile foundation steel bar cage stress cage bar, determines the number of width bar 2, multiple width bars 2 is screwed into corresponding hole 6, further according to stake
The size in footpath and the size of stirrup diameter choose corresponding reinforced bar fixer A3 or reinforced bar fixer B, make its position and quantity
Position and the quantity of pile foundation reinforcing bar cage bar on design drawing are correspond to, such design can meet the stake in piles with different footpath
The need for base reinforcing bar cage bar；If the diameter of reinforcing cage stirrup is different, fixed by multiple reinforced bar fixer B4 or reinforcing bar
Device A3 position is adjusted.
Claims (1)
1. a kind of support meanss for processing circular steel reinforcement cage, it is characterized in that：It is main by wheel disc（1）, width bar（2）, reinforcing bar fixes
Device A（3）, reinforced bar fixer B（4）, axle A（5）, support frame（12）Composition；Wheel disc（1）Side and axle A（5）Side fix,
Axle A（5）Through support frame（12）The Kong Bingke of upper end rotates around its hole, wheel disc（1）Outer rim have multiple holes（6）, hole（6）In having
Screw thread, width bar（2）Lower end have external screw thread（13）, width bar（2）Lower end threaded through bores（6）It is interior, width bar（2）Both sides be fixed with it is many
Individual reinforced bar fixer A（3）And reinforced bar fixer B（4）；Reinforced bar fixer A（3）And reinforced bar fixer B（4）By briquetting（7）, spiral shell
Cap（8）, fix bar（9）, axle B（10）Composition, fix bar（9）Lower end and width bar（2）It is fixed, fix bar（9）Upper right side have
External screw thread, fix bar（9）Left upper end be fixed with axle B（10）, briquetting（7）Left end and axle B（10）It is hinged, briquetting（7）Can be with
Around axle B（10）Rotate, briquetting（7）Lower end it is fluted, its groove and reinforcing bar（11）Upper surface coincide；Its main operational principle
It is：First according to the number of the pile foundation steel bar cage stress cage bar of layout design, width bar is determined（2）Number, then by multiple width bars（2）
Lower end be screwed into wheel disc respectively（1）Multiple holes（6）It is interior and make multiple width bars（2）It is evenly arranged in wheel disc（1）On, by many steel
Muscle（11）End be respectively put into reinforced bar fixer A（3）Fix bar（9）Groove in, rotate briquetting（7）And make briquetting（7）
The groove of lower end is pressed in reinforcing bar（11）On upper end face, by nut（8）It is enclosed within fix bar（9）Upper right side and tightening nuts（8）,
Nut（8）Briquetting will be passed through（7）By reinforcing bar（11）It is fixed tight, the steel reinforcement cage support meanss of opposite side are installed with same method,
Installment work is completed, and is rotated steel reinforcement cage and be can be carried out normal stirrup welding job；Need explanation：It is many on concentric circles
Individual reinforced bar fixer A（3）Position and quantity correspond to position and the quantity of pile foundation reinforcing bar cage bar on design drawing, similarly
Multiple reinforced bar fixer B on concentric circles（4）Position and quantity correspond to pile foundation reinforcing bar cage bar on design drawing
Position and quantity, reinforced bar fixer A（3）With reinforced bar fixer B（4）Position difference be pile foundation stirrup size it is different without
Together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710349935.4A CN106938309A (en) | 2017-05-18 | 2017-05-18 | A kind of support meanss for processing circular steel reinforcement cage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710349935.4A CN106938309A (en) | 2017-05-18 | 2017-05-18 | A kind of support meanss for processing circular steel reinforcement cage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106938309A true CN106938309A (en) | 2017-07-11 |
Family
ID=59464966
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710349935.4A Pending CN106938309A (en) | 2017-05-18 | 2017-05-18 | A kind of support meanss for processing circular steel reinforcement cage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106938309A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108393630A (en) * | 2018-03-07 | 2018-08-14 | 吴招娣 | A kind of steel reinforcement cage welding equipment |
| CN109127964A (en) * | 2018-08-06 | 2019-01-04 | 中交第公路工程局有限公司 | A kind of 6 DOF steel reinforcement cage support calibration apparatus |
| CN111842732A (en) * | 2020-06-23 | 2020-10-30 | 滁州学院 | Positioning tool for manufacturing and arranging of building pouring steel reinforcement cage framework |
| CN111992969A (en) * | 2020-07-30 | 2020-11-27 | 罗伟权 | Rolling device for welding cylindrical reinforcement cage |
| CN112122814A (en) * | 2020-09-27 | 2020-12-25 | 吴传江 | Steel structure framework forming processing method for steel-concrete structure building stand column |
| CN112756517A (en) * | 2020-12-15 | 2021-05-07 | 李家飞 | Reinforcing bar ligature location equipment auxiliary device |
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| CN2610193Y (en) * | 2003-04-04 | 2004-04-07 | 郑文科 | Safety fixing fastener for concrete pump pipe |
| EP1366246B1 (en) * | 2001-02-09 | 2007-04-11 | Cagemaker Equipment Pty Ltd | A former associated with an apparatus for making cages |
| EP2331276B1 (en) * | 2008-09-08 | 2012-02-08 | Schnell Impianti S.r.l. | Method and device for positioning bars in machines for manufacturing metal cages |
| CN203867194U (en) * | 2014-05-29 | 2014-10-08 | 中国建筑土木建设有限公司 | Variable cross section round end steel reinforcement cage design skeleton mould |
| CN204626440U (en) * | 2015-05-27 | 2015-09-09 | 中国葛洲坝集团股份有限公司 | Adjustable pile foundation bar reinforcement positioning device |
| CN204803905U (en) * | 2015-05-05 | 2015-11-25 | 俞波军 | Be applied to support frame of anchor muscle of building cushion cap |
| CN205822598U (en) * | 2016-07-14 | 2016-12-21 | 国电大渡河沙坪水电建设有限公司 | A kind of bar spacing controls device |
| CN205949757U (en) * | 2016-08-08 | 2017-02-15 | 济宁市市中区西城水泥制管厂 | Support structure for concrete duct steel reinforcement cage is built |
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2017
- 2017-05-18 CN CN201710349935.4A patent/CN106938309A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1366246B1 (en) * | 2001-02-09 | 2007-04-11 | Cagemaker Equipment Pty Ltd | A former associated with an apparatus for making cages |
| CN2610193Y (en) * | 2003-04-04 | 2004-04-07 | 郑文科 | Safety fixing fastener for concrete pump pipe |
| EP2331276B1 (en) * | 2008-09-08 | 2012-02-08 | Schnell Impianti S.r.l. | Method and device for positioning bars in machines for manufacturing metal cages |
| CN203867194U (en) * | 2014-05-29 | 2014-10-08 | 中国建筑土木建设有限公司 | Variable cross section round end steel reinforcement cage design skeleton mould |
| CN204803905U (en) * | 2015-05-05 | 2015-11-25 | 俞波军 | Be applied to support frame of anchor muscle of building cushion cap |
| CN204626440U (en) * | 2015-05-27 | 2015-09-09 | 中国葛洲坝集团股份有限公司 | Adjustable pile foundation bar reinforcement positioning device |
| CN205822598U (en) * | 2016-07-14 | 2016-12-21 | 国电大渡河沙坪水电建设有限公司 | A kind of bar spacing controls device |
| CN205949757U (en) * | 2016-08-08 | 2017-02-15 | 济宁市市中区西城水泥制管厂 | Support structure for concrete duct steel reinforcement cage is built |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108393630A (en) * | 2018-03-07 | 2018-08-14 | 吴招娣 | A kind of steel reinforcement cage welding equipment |
| CN108393630B (en) * | 2018-03-07 | 2019-11-15 | 福州思琪科技有限公司 | A kind of steel reinforcement cage welding equipment |
| CN109127964A (en) * | 2018-08-06 | 2019-01-04 | 中交第公路工程局有限公司 | A kind of 6 DOF steel reinforcement cage support calibration apparatus |
| CN111842732A (en) * | 2020-06-23 | 2020-10-30 | 滁州学院 | Positioning tool for manufacturing and arranging of building pouring steel reinforcement cage framework |
| CN111842732B (en) * | 2020-06-23 | 2022-02-25 | 滁州学院 | Positioning tool for manufacturing and arranging of building pouring steel reinforcement cage framework |
| CN111992969A (en) * | 2020-07-30 | 2020-11-27 | 罗伟权 | Rolling device for welding cylindrical reinforcement cage |
| CN112122814A (en) * | 2020-09-27 | 2020-12-25 | 吴传江 | Steel structure framework forming processing method for steel-concrete structure building stand column |
| CN112756517A (en) * | 2020-12-15 | 2021-05-07 | 李家飞 | Reinforcing bar ligature location equipment auxiliary device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20170711 |
|
| RJ01 | Rejection of invention patent application after publication |