CN101892746A - One-time bundling forming method and bundling forming device of culvert tube multi-layer reinforcement cage - Google Patents
One-time bundling forming method and bundling forming device of culvert tube multi-layer reinforcement cage Download PDFInfo
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- CN101892746A CN101892746A CN 201010221625 CN201010221625A CN101892746A CN 101892746 A CN101892746 A CN 101892746A CN 201010221625 CN201010221625 CN 201010221625 CN 201010221625 A CN201010221625 A CN 201010221625A CN 101892746 A CN101892746 A CN 101892746A
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Abstract
本发明公开的是涵管多层钢筋笼一次捆扎成型方法及捆扎成型装置，用于一次捆扎成型建筑工程涵管的多层钢筋笼，提高涵管钢筋笼的加工速度。涵管多层钢筋笼一次捆扎成型方法是使用捆扎成型装置，调整捆扎成型装置的直径，从外向内逐层捆扎，一次加工成型多层钢筋笼。捆扎成型装置包括径向调节机构、中心杆和轴向撑杆，中心杆穿套在径向调节机构中，两端由支架支撑；轴向撑杆与径向调节机构固定在一起。通过调整径向调节机构，可以缩小或扩大本装置的直径，适应多种尺寸钢筋笼的加工要求，适用的尺寸范围大，维修起来也十分简单。可有效提高加工效率、降低工人的劳动强度，进而提高工程的施工进度，有利于降本增效。
The invention discloses a one-time bundling and forming method and a bundling and forming device for multi-layer steel cages of culvert pipes, which are used for one-time bundling and forming of multi-layer steel cages for culvert pipes in construction projects, and improve the processing speed of the steel cages for culvert pipes. The one-time bundling and forming method of the culvert multi-layer steel cage is to use a bundling and forming device, adjust the diameter of the bundling and forming device, and bundle layer by layer from the outside to the inside to form a multi-layer steel cage at one time. The bundling forming device includes a radial adjustment mechanism, a central rod and an axial support rod. The central rod is sheathed in the radial adjustment mechanism, and both ends are supported by brackets; the axial support rod and the radial adjustment mechanism are fixed together. By adjusting the radial adjustment mechanism, the diameter of the device can be reduced or enlarged to meet the processing requirements of steel cages of various sizes, the applicable size range is large, and the maintenance is also very simple. It can effectively improve the processing efficiency, reduce the labor intensity of workers, and then improve the construction progress of the project, which is conducive to reducing costs and increasing efficiency.
Description
Technical field
The present invention relates to the technology of tying up, particularly one-step bundling shaping method of culvert pipe multi-layer reinforcement cage and the bundling shaping device of construction work culvert pipe reinforcing cage, be used for the multistory reinforced cage of one-step bundling shaping culvert pipe, improve the process velocity of culvert pipe reinforcing cage.
Background technology
Prefabricating technique along with culvert pipe improves constantly at present, and the process velocity of culvert pipe also is more and more faster, and the job practices of tube wall reinforcing cage colligation is also more and more, but and mechanization colligation.But higher to the quality requirement of culvert pipe when engineering, the reinforcing cage of tube wall requires just can not realize mechanized construction under the situation of multilayer.The technical equipment of existing processing reinforcing cage has Chinese patent: 200710041916.1, the travel(l)ing rest that is used for the reinforcing bar binding of RCCP, comprise: the fixed axis that axially is formed with first through hole, can movable axis, be placed in the nut bar of first through hole rotationally, the nut bar axially is being formed with second through hole and is being formed with internal thread in second through hole; Also comprise threaded rod, it is formed with external screw thread, and an end is connected with an end of movable axis and the other end stretches into second through hole and internal thread and external thread spiro fastening; The even number flange, at least one flange is sheathed on fixed axis regularly, and at least one flange is sheathed on movable axis regularly; At least three cross bars that are parallel to fixed axis; At least three group connecting rods, every group of connecting rod comprises two connecting rods, the flange and the other end that an end of two connecting rods rotatably connects two adjacent flange respectively rotatably connect cross bar respectively, thus two connecting rod decussate shapes.There are many drawbacks in this instrument: required component are more, combination is trouble comparatively, inconvenient maintenance, simultaneously can not the multistory reinforced reinforcing cage of time processing moulding, after processing the first floor reinforcing cage, because the obstruction of first floor reinforcing cage can not accurately be adjusted spacer flanger, just do not reach the requirement of second layer reinforcing cage diameter, so can not process multistory reinforced cage yet.And to process the reinforcing cage of this multilayer, and will use traditional binding method, traditional binding method is that the internal mold of circle culvert pipe is holded up earlier, and successively carries out the colligation of reinforcing cage then on internal mold, with on the outer die casing, builds the culvert pipe concrete after colligation is finished.The shortcoming of this method is: culvert pipe template length is generally 2 meters, holds up to come higherly, and the colligation work difficulty is big, and colligation speed is slow, and work efficiency is low; Multistory reinforced in addition cage layer leans on Artificial Control with the spacing of layer, and precision is not high, is difficult to reach the requirement of standard.The job site needs a kind of simple, easy-operating method and facility to solve this technical problem.
Summary of the invention
The purpose of this invention is to provide one-step bundling shaping method of culvert pipe multi-layer reinforcement cage and bundling shaping device, overcome the defective of prior art, solve the problem of tying up of culvert pipe multi-layer reinforcement cage, make multistory reinforced cage one-step bundling shaping, improve process velocity, and then improve construction speed.
Technical solution of the present invention is:
One-step bundling shaping method of culvert pipe multi-layer reinforcement cage uses bundling shaping device, adjusts the diameter of bundling shaping device, successively ties up the multistory reinforced cage of time processing moulding from outside to inside.
Bundling shaping device of the present invention comprises radiai adjustment mechanism, center-pole and axial strut, and center-pole is set in the radiai adjustment mechanism, and two ends are by stent support; Axially strut and radiai adjustment mechanism are fixed together.By adjusting radiai adjustment mechanism, can dwindle or enlarge the diameter of this device, adapt to the processing request of multiple size reinforcing cage.
The present invention compared with prior art, have easy and simple to handle, speed is fast, saves obvious improvement such as artificial.By adjusting radiai adjustment mechanism, the diameter of this device can be enlarged or dwindle, and every layer of reinforcing cage necessary diameter can be accurately adjusted, operation is simple.Implement structure of the present invention is simple, and is easy to assembly, and selection is convenient, is fit to the multistory reinforced cage of culvert pipe tube wall and ties up use.Use this device both can tie up one deck reinforcing cage, also can tie up multistory reinforced cage, suitable size range is big, repairs also very simple.Can effectively improve working (machining) efficiency, reduce working strength of workers, and then improve the construction speed of engineering, help cost efficiency.
Description of drawings
Accompanying drawing is the end face structure schematic diagram of bundling shaping device of the present invention.
The specific embodiment
Below in conjunction with embodiment and accompanying drawing, the present invention is done further detailed description:
One-step bundling shaping method of culvert pipe multi-layer reinforcement cage is to use bundling shaping device, regulates the diameter of bundling shaping device, successively ties up from outside to inside.
Referring to accompanying drawing, bundling shaping device of the present invention comprises radiai adjustment mechanism, center-pole 1 and axial strut 5, and center-pole 1 is set in the radiai adjustment mechanism, and two ends are by stent support; Axially strut 5 is fixed together with radiai adjustment mechanism.Radiai adjustment mechanism comprise bearing, radially canned paragraph 2, regulate office 3 and radiai adjustment bar 4, axle sleeve is installed outside bearing, canned paragraph 2 radially is fixed on the periphery of axle sleeve, radiai adjustment bar 4 is connected with canned paragraph 2 radially by regulating office 3.The radiai adjustment bar 4 of radiai adjustment mechanism is fixed together with axial strut 5, radiai adjustment mechanism is arranged on the proximal end at axial strut 5 two ends.Radially canned paragraph 2 can be fixed bar or stationary pipes.Regulate the swivel nut that office 3 can be a screw thread in having, be fixed on the radially end of canned paragraph 2, cooperate, enlarge or dwindle radial dimension with the radiai adjustment bar 4 that has male thread; Regulating office 3 also can be set bolt, penetrates from the side radially in the canned paragraph 2, and the radially canned paragraph 2 of this mode uses stationary pipes, makes the radiai adjustment bar 4 can be in slip in the canned paragraph 2 radially, enlarges or dwindles radial dimension.Radiai adjustment mechanism is provided with two covers, by adjusting radiai adjustment mechanism, finishes the adjustment requirement of this assembly dia size.The center-pole 1 in the radiai adjustment mechanism outside can conveniently be tied up by stent support, alleviates working strength of workers.
When the present invention uses at the scene, in the processing place of reinforcing cage that this bundling shaping device is in place, undertaken by following operation sequence:
1, at first tie up the outermost layer reinforcing cage: at first regulate office 3 by adjusting, the diameter of this device is adjusted to the diameter that reinforcing cage outermost layer reinforcing bar 6 requires, spacing is as requested finished the colligation of outer reinforcement cage then.
2, colligation intermediate layer reinforcing cage: after the colligation of outer reinforcement cage is finished, adjust the adjusting office 3 of radiai adjustment mechanism, dwindle the diameter of its diameter dimension to reinforcing cage intermediate layer reinforcing bar 6, beginning colligation intermediate layer reinforcing cage, the spacing of intermediate layer and outermost layer reinforcing bar 6 will be controlled well during colligation, the compliant requirement.
3, colligation internal layer reinforcing cage: after intermediate layer reinforcing cage colligation is finished, adjust the diameter of this device as mentioned above, finish the colligation of internal layer reinforcing bar 6.If any the requirement of tying up of more multi-layered reinforcing cage, as mentioned above.
4, reinforcing cage moulding: adjust and regulate office 3, make the reduced of this device and tie up the innermost layer reinforcing cage disengaging of finishing, therefrom extract out, multistory reinforced cage colligation work is finished.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010102216252A CN101892746B (en) | 2010-06-29 | 2010-06-29 | One-step bundling shaping method of culvert pipe multi-layer reinforcement cage and bundling shaping device |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010102216252A CN101892746B (en) | 2010-06-29 | 2010-06-29 | One-step bundling shaping method of culvert pipe multi-layer reinforcement cage and bundling shaping device |
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| Publication Number | Publication Date |
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| CN101892746A true CN101892746A (en) | 2010-11-24 |
| CN101892746B CN101892746B (en) | 2011-07-20 |
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| CN2010102216252A Active CN101892746B (en) | 2010-06-29 | 2010-06-29 | One-step bundling shaping method of culvert pipe multi-layer reinforcement cage and bundling shaping device |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110802729A (en) * | 2019-11-02 | 2020-02-18 | 上海建工集团股份有限公司 | Universal round pipe culvert reinforcement binding equipment and use method |
| CN112681322A (en) * | 2020-12-18 | 2021-04-20 | 先兴发 | Circular cross section steel reinforcement cage ligature auxiliary device for construction |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1430970A1 (en) * | 2001-09-28 | 2004-06-23 | Max Kabushiki Kaisha | Reinforcement binding machine and reel used for the machine |
| CN101230785A (en) * | 2008-02-22 | 2008-07-30 | 中铁二局股份有限公司 | Construction method for large section and multiple sections tunnel lining |
| CN101446073A (en) * | 2008-12-19 | 2009-06-03 | 上海市第五建筑有限公司 | Reinforced concrete pier stud with capping beam or irregular Y-shaped reinforced concrete pier stud once-forming construction method |
| 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 |
-
2010
- 2010-06-29 CN CN2010102216252A patent/CN101892746B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1430970A1 (en) * | 2001-09-28 | 2004-06-23 | Max Kabushiki Kaisha | Reinforcement binding machine and reel used for the machine |
| CN101230785A (en) * | 2008-02-22 | 2008-07-30 | 中铁二局股份有限公司 | Construction method for large section and multiple sections tunnel lining |
| CN101446073A (en) * | 2008-12-19 | 2009-06-03 | 上海市第五建筑有限公司 | Reinforced concrete pier stud with capping beam or irregular Y-shaped reinforced concrete pier stud once-forming construction method |
| 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 |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110802729A (en) * | 2019-11-02 | 2020-02-18 | 上海建工集团股份有限公司 | Universal round pipe culvert reinforcement binding equipment and use method |
| CN112681322A (en) * | 2020-12-18 | 2021-04-20 | 先兴发 | Circular cross section steel reinforcement cage ligature auxiliary device for construction |
| CN112681322B (en) * | 2020-12-18 | 2022-08-26 | 江苏恒健建设集团有限公司 | Circular cross section steel reinforcement cage ligature auxiliary device for construction |
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| Publication number | Publication date |
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| CN101892746B (en) | 2011-07-20 |
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