CN101892746A - One-step bundling shaping method of culvert pipe multi-layer reinforcement cage and bundling shaping device - Google Patents
One-step bundling shaping method of culvert pipe multi-layer reinforcement cage and bundling shaping device Download PDFInfo
- Publication number
- 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
- Authority
- CN
- China
- Prior art keywords
- bundling
- bundling shaping
- shaping device
- radiai adjustment
- reinforcement cage
- Prior art date
- 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.)
- Granted
Links
Images
Landscapes
- Sewage (AREA)
Abstract
The invention discloses a one-step bundling shaping method of a culvert pipe multi-layer reinforcement cage and a bundling shaping device, aiming at bundling and shaping the multi-layer reinforcement cage for culvert pipes for construction in one step and improving the processing speed of the culvert pipe reinforcement cage. The one-step bundling shaping method of the culvert pipe multi-layer reinforcement cage comprises the steps of with the bundling shaping device, adjusting the diameter of the bundling shaping device and bundling layer by layer from outside to inside. The bundling shaping device comprises a radial adjusting mechanism, a centre rod and an axial support rod, wherein the centre rod is sleeved in the radial adjusting mechanism and the both ends thereof are supported by a bracket; and the radial support rod is fixed together with the radial adjusting mechanism. The diameter of the device can be reduced or enlarged by adjusting the radial adjusting mechanism to meet the processing requirement of reinforcement cages with various sizes, the applied size range is large and the maintenance is simple. The invention can effectively improve the processing efficiency, reduce the labor intensity of workers and improve the construction progress of the project and is beneficial to reducing the cost and increasing the benefits.
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)
1. 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 from outside to inside.
2. the bundling shaping device that is used for claim 1 one-step bundling shaping method of culvert pipe multi-layer reinforcement cage, it is characterized in that this device comprises radiai adjustment mechanism, center-pole (1) and axial strut (5), 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.
3. bundling shaping device according to claim 2, it is characterized in that radiai adjustment mechanism comprise bearing, radially canned paragraph (2), regulate office (3) and radiai adjustment bar (4), bearing is installed axle sleeve outward, will be radially canned paragraph (2) be fixed on the periphery of axle sleeve, radiai adjustment bar (4) is connected with canned paragraph (2) radially by regulating office (3).
4. bundling shaping device according to claim 3 is characterized in that the radiai adjustment bar (4) of radiai adjustment mechanism and axial strut (5) are fixed together.
5. according to claim 2 or 3 or 4 described bundling shaping devices, it is characterized in that radiai adjustment mechanism is arranged on the proximal end at axial strut (5) two ends.
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 |
Applications Claiming Priority (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 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101892746A true CN101892746A (en) | 2010-11-24 |
| CN101892746B CN101892746B (en) | 2011-07-20 |
Family
ID=43102079
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| 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 |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101892746B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101892746B (en) | 2011-07-20 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202622211U (en) | Manufacturing device of reinforcement cage of centrifugal concrete tubular pile | |
| CN105952156B (en) | Shear wall exterior wall cantilevered plate regularization aluminum alloy pattern plate support system and construction method | |
| CN202655402U (en) | Device for adjusting roundness of penstock and supporting penstock | |
| CN101892746B (en) | One-step bundling shaping method of culvert pipe multi-layer reinforcement cage and bundling shaping device | |
| CN102327899B (en) | Mandrel support device of mandrel pipe mill and mandrel pipe mill | |
| CN206769207U (en) | Combined type axial direction cold extrusion reinforcing steel bar connecting sleeve tube and installation tool | |
| CN201714099U (en) | Culvert pipe multilayer steel reinforcement cage one-step tying forming device | |
| CN207272058U (en) | A kind of instrument for improving steel reinforcement cage automatic moulding machining accuracy | |
| CN204164492U (en) | Direct-burried underground spigot and socket type pressure piping fitting machine | |
| CN104942107A (en) | Pipe bending machine used for bending oil pipes | |
| CN110629787A (en) | Core mold for pipe gallery pouring and construction method | |
| CN206053370U (en) | A kind of prefabrication lifting component supports corner brace instrument | |
| CN106948339B (en) | Steel reinforcement cage pipe penetrating guide and steel reinforcement cage pipe penetrating method | |
| CN207110528U (en) | A kind of anti-slip adjustable support support | |
| CN206289864U (en) | Colony's short column installs supporting apparatus | |
| CN207092565U (en) | Contrary sequence method steel pipe column vertical adjustment mould | |
| CN202899173U (en) | Tubular pile uplift-resistance test device | |
| CN202000673U (en) | Concrete pumping combination adjusting sleeve pipe | |
| CN108312326A (en) | A kind of prestressed concrete steel pipe stake and its production technology | |
| CN209174651U (en) | A kind of solid numerical-control heating bending machine | |
| CN207757042U (en) | A kind of thread cutter for steel bar operating platform | |
| CN206936164U (en) | Suitable for the adjustable processing mold of triangle angle steel tower part | |
| CN207211735U (en) | A kind of adjustable collar tie beam regularization fixture | |
| CN206495649U (en) | The disconnected bar of threaded connection rod member takes lever apparatus | |
| CN204899063U (en) | Simple and easy releaser of various steel tile coiled material |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| DD01 | Delivery of document by public notice |
Addressee: SINOPEC OILFIELD SERVICE CORPORATION Document name: Notification that Application Deemed not to be Proposed |
|
| ASS | Succession or assignment of patent right |
Owner name: SINOPEC OILFIELD SERVICE CORPORATION Free format text: FORMER OWNER: SHENGLI ENGINEERING CONSTRUCTION (GROUP) CORPORATION LTD. OF SHENGLI OIL FIELD Effective date: 20150121 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 257000 DONGYING, SHANDONG PROVINCE TO: 100029 CHAOYANG, BEIJING |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20150121 Address after: 100029 Beijing City, Chaoyang District Hui Street No. six twelfth floor Patentee after: SINOPEC OILFIELD SERVICE CORPORATION Address before: 257000 No. two, 755 North Road, Dongying District, Shandong, Dongying Patentee before: Shengli Engineering Construction (Group) Co.,Ltd. |