CN201896456U - Straight screw sleeve connection mold for main reinforcement of filling pipe reinforcing cage - Google Patents
Straight screw sleeve connection mold for main reinforcement of filling pipe reinforcing cage Download PDFInfo
- Publication number
- CN201896456U CN201896456U CN2010205612393U CN201020561239U CN201896456U CN 201896456 U CN201896456 U CN 201896456U CN 2010205612393 U CN2010205612393 U CN 2010205612393U CN 201020561239 U CN201020561239 U CN 201020561239U CN 201896456 U CN201896456 U CN 201896456U
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- bar
- standard cartridges
- reinforcing cage
- standard sleeve
- sleeve rods
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Abstract
The utility model provides a straight screw sleeve connection mold for the main reinforcement of a filling pipe reinforcing cage.One side of the work platform of the mold is fixedly equipped with a positioning baffle plate. The other side and the middle portion of the mold are successively equipped with an upright column, a jig and fixture and another upright column, which are positioned in a center line.Each standard sleeve rod is a steel bar and the diameter of the steel bar is the same with the diameter of the main reinforcement of the filling pipe reinforcing cage.The plurality of standard sleeve rods are divided into long standard sleeve rods and short standard sleeve rods.The long standard sleeve rods and the short standard sleeve rods are alternately arranged in a circle in a long-short interlaced manner at equal interval and one ends thereof are fixed to the positioning baffle plate, while the other ends thereof are sleeved with screw threads.When the screw threads are being fixed, the directions of the wire-starting parts of the screw threads at the end of each of the standard sleeve rods are ensured to be consistent with each other.Reinforcing cage steel rings are arranged on all the standard sleeve rods at a distance of 5 cm from the circular outer periphery formed by the plurality of standard sleeve rods.The connection mold has the advantages that the connection speed and the connection quality of the steel bar apertures of the filling pipes are improved and the interval from the pore-forming to the concrete pouring of the filling pipes is effectively shortened.Meanwhile, the amount of sediments is reduced and the danger of collapse is lowered.
Description
Technical field
The utility model relates to a kind of filling pile cage of reinforcement master muscle straight screw sleeve and connects mould, is applied to the fabrication and installation of engineering filling pile cage of reinforcement.
Background technology
During the filling pile cage of reinforcement fabrication and installation, the main muscle quality of connection of reinforcing cage is most important, the particularly aperture of the reinforcing cage quality and the time that connect, if used time of poor quality that the aperture connects or connection work is oversize, sediment is too thick at the bottom of will causing the hole, has a strong impact on the bearing capacity and the resistance to capsizing of pile foundation.If the aperture connect hours is oversize, the accident that also may cause the hole of collapsing to bury cage takes place.
At present, it mainly is welding that filling pile cage of reinforcement master muscle connects the method that adopts usually, and its drawback is that quality is not easy control, and time consumption and energy consumption is all high.Even adopt straight screw sleeve to connect main muscle merely, also be difficult to satisfy the phase place that all is consistent with each joint of cross section, the joint of out of phase connects difficulty, and is consuming time many, and quality also can not get guaranteeing.
Summary of the invention
For solving the problem that exists in the above-mentioned technology, the purpose of this utility model provides a kind of filling pile cage of reinforcement master muscle straight screw sleeve and connects mould, can make each connect the pitch unanimity of two reinforcing bar mantle fiber joints on the section, guarantee consistent phase place, make the bar space unanimity simultaneously, the axle center centering of each joint had both been shortened the time that sleeve connects, and had guaranteed the quality that sleeve connects again.
For achieving the above object, the technical solution adopted in the utility model provides a kind of filling pile cage of reinforcement master muscle straight screw sleeve and connects mould, wherein: this mould includes job platform, positioning baffle, a plurality of standard cartridges bar, reinforcing cage steel ring, column and jig, side on job platform is fixed with positioning baffle, at the column, jig and another column that are provided with successively on opposite side on the job platform and the middle position on a center line; Each standard cartridges bar is diameter and the identical reinforcing bar of filling pile cage of reinforcement master muscle diameter, a plurality of standard cartridges bars are divided into long standard cartridges bar and short standard cartridges bar, long standard cartridges bar and the staggered even circular arrangement of the equidistant length of short standard cartridges bar, and an end is fixed on the positioning baffle, the other end is with screw thread, fixedly guarantee the direction unanimity that plays the silk place that each standard cartridges rod end captacula is buckled during screw thread, the circular circumference 5cm place that is arranged at a plurality of standard cartridges bars of each standard cartridges pole clearance is provided with the reinforcing cage steel ring.
Effect of the present utility model is to use the connection mould of this structure can improve speed and quality that castinplace pile reinforcing bar aperture connects, shortens the interval of castinplace pile between from the pore-forming to concreting effectively, has reduced sediment, has reduced the danger in the hole of collapsing.
Description of drawings
Fig. 1 is the structure chart of connection mould of the present utility model;
Fig. 2 is the lateral view of connection mould of the present utility model.
Among the figure:
1, job platform 2, positioning baffle 3, standard cartridges bar 4, reinforcing cage steel ring
5, column 6, cross bar 7, jig 8, main muscle
The specific embodiment
Reaching example in conjunction with the accompanying drawings is illustrated filling pile cage of reinforcement master muscle straight screw sleeve connection mould structure of the present utility model reaching example in conjunction with the accompanying drawings.
A kind of filling pile cage of reinforcement master muscle straight screw sleeve of the present utility model connects mould, this mould includes job platform 1, positioning baffle 2, a plurality of standard cartridges bar 3, reinforcing cage steel ring 4, column 5 and jig 7, side on job platform 1 is fixed with positioning baffle 2, at the column 5, jig 7 and another column 5 that are provided with successively on opposite side on the job platform 1 and the middle position on a center line; Each standard cartridges bar 3 is diameter and the identical reinforcing bar of filling pile cage of reinforcement master muscle diameter, a plurality of standard cartridges bars 3 are divided into long standard cartridges bar 3 and short standard cartridges bar 3, long standard cartridges bar 3 and the staggered even circular arrangement of short standard cartridges bar 3 equidistant length, and an end is fixed on the positioning baffle 2, the other end is with screw thread, fixedly guarantee the direction unanimity that plays the silk place that each standard cartridges rod end captacula is buckled during screw thread, be provided with reinforcing cage steel ring 4 apart from the circular circumference 5cm place that a plurality of standard cartridges bars 3 are arranged at each standard cartridges bar 3.
The profile of described positioning baffle 2 is a square, and the length difference of described long standard cartridges bar 3 and short standard cartridges bar 3 is greater than 35 times of main muscle diameters.One side of described column 5 uniformly-spaced is provided with the cross bar hook of a plurality of band crotches, and the bottom is connected with job platform 1 one-directional rotation.Described jig 7 is the rectangular slabs that are fixed on the job platform 1, and jig 7 tops are provided with three sulculuses of placing main muscle, and the middle part has the groove of circular arc.The put more energy into radius of hoop of the radius of described jig 7 arc-shaped slots and reinforcing cage is identical, the position of three sulculuses of placing reinforcing bars be installed in positioning baffle 2 on below the position of three standard cartridges bars 3 corresponding.
Filling pile cage of reinforcement master muscle straight screw sleeve of the present utility model connects mould and is achieved in that
Described job platform 1 is than the wide 1m of reinforcing cage diameter, and than the long 2m of single-unit reinforcing cage, thickness is the concrete slab of 10cm.Positioning baffle 2 is a square steel plate than the big 20cm of reinforcing cage diameter for the length of side, and thickness is 20mm.Described standard cartridges bar 3 is and the consistent reinforcing bar of reinforcing cage master muscle specification.Described reinforcing cage steel ring 4 is that 20 reinforcing bar is made by diameter.Described column 5 is made by the 10# channel-section steel.Described cross bar 6 is made by diameter 20mm round steel.Jig 7 is block length square plates that are fixed in job platform 1, and the top has the groove with the same circular arc of reinforcing cage steel ring 4 radiuses, and is furnished with three sulculuses of placing main muscle, with positioning baffle 2 three the standard cartridges bars 3 in below align.
One end of described standard cartridges bar 3 is fixed in positioning baffle 2, and the other end is with the screw thread with a sleeve screw thread equal amount.Described reinforcing cage steel ring 4 with standard cartridges bar 3 peripheries apart from sleeve 5cm place firm welding.
Described column 5 one face down bondings have the cross bar hook of band crotch, and the bottom has unidirectional rotating shaft to be connected with job platform 1.Cross bar 6 can horizontally suspend on the cross bar of column 5 hook, and reinforcing cage adds man-hour each cross bar and is the layout points of main muscle 8 with the crossing position of reinforcing cage reinforcement hoop.
In the reinforcing cage process, every section need all need installation on this mould at the reinforcing cage of aperture connection.When reinforcement installation, at first the sleeve on the standard socket bar 3 in the mould is screwed out sleeve half, in three sulculuses of jig 7, put into 8 one three standard cartridges bars 3 that screw in positioning baffle 2 belows of 8, three main muscle of three main muscle.The corresponding position reinforcing cage reinforcement hoop of burn-oning on these three main muscle 8 then.Column 5 is holded up fixation, on the cross bar hook, cross bar 6 is installed successively from the bottom to top, and is penetrated reinforcing cage master muscle 8, determine each main reinforce position.Screw in successively in each standard cartridges bar 3 placing reinforcing cage on the cross bar to remain main muscle,, extract cross bar 6 out, stirrup is installed reinforcing cage master muscle 8 and reinforcement hoop firm welding.After the installation, a plurality of standard cartridges bar 3 sleeves on the positioning baffle 2 of outwarding winding successively, the column 5 that fell is transported to the reinforcing cage storage area with the reinforcing cage that processes.Next joint reinforcing cage of processing uses the same method.Because every joint reinforcing cage joint forms by same Mould Machining, and the phase place unanimity of each reinforcing bar mantle fiber joint, connect construction quality so guaranteed the filling pile cage of reinforcement aperture, shorten the activity duration, thereby guaranteed the quality of castinplace pile.
Claims (5)
1. a filling pile cage of reinforcement master muscle straight screw sleeve connects mould, it is characterized in that: this mould includes job platform (1), positioning baffle (2), a plurality of standard cartridges bar (3), reinforcing cage steel ring (4), column (5) and jig (7), side on job platform (1) is fixed with positioning baffle (2), at the column (5), jig (7) and another column (5) that are provided with successively on opposite side on the job platform (1) and the middle position on a center line; Each standard cartridges bar (3) is diameter and the identical reinforcing bar of filling pile cage of reinforcement master muscle diameter, a plurality of standard cartridges bars (3) are divided into long standard cartridges bar (3) and short standard cartridges bar (3), long standard cartridges bar (3) and the staggered even circular arrangement of the equidistant length of short standard cartridges bar (3), and an end is fixed on the positioning baffle (2), the other end is with screw thread, fixedly guarantee the direction unanimity that plays the silk place that each standard cartridges rod end captacula is buckled during screw thread, be provided with reinforcing cage steel ring (4) apart from the circular circumference 5cm place that a plurality of standard cartridges bars (3) are arranged at each standard cartridges bar (3).
2. filling pile cage of reinforcement master muscle straight screw sleeve according to claim 1 connects mould, it is characterized in that: the profile of described positioning baffle (2) is square.
3. filling pile cage of reinforcement master muscle straight screw sleeve according to claim 1 connects mould, it is characterized in that: the length difference of described long standard cartridges bar (3) and short standard cartridges bar (3) is greater than 35 times of main muscle diameters.
4. filling pile cage of reinforcement master muscle straight screw sleeve according to claim 1 connects mould, it is characterized in that: a side of described column (5) uniformly-spaced is provided with the cross bar hook of a plurality of band crotches, and the bottom is connected with job platform (1) one-directional rotation.
5. filling pile cage of reinforcement master muscle straight screw sleeve according to claim 1 connects mould, it is characterized in that: described jig (7) is the rectangular slab that is fixed on the job platform (1), jig (7) top is provided with three sulculuses of placing main muscle, and the middle part has the groove of circular arc.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205612393U CN201896456U (en) | 2010-10-14 | 2010-10-14 | Straight screw sleeve connection mold for main reinforcement of filling pipe reinforcing cage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205612393U CN201896456U (en) | 2010-10-14 | 2010-10-14 | Straight screw sleeve connection mold for main reinforcement of filling pipe reinforcing cage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201896456U true CN201896456U (en) | 2011-07-13 |
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ID=44254368
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010205612393U Expired - Lifetime CN201896456U (en) | 2010-10-14 | 2010-10-14 | Straight screw sleeve connection mold for main reinforcement of filling pipe reinforcing cage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201896456U (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102513683A (en) * | 2011-11-18 | 2012-06-27 | 中铁二十二局集团有限公司 | Short steel bar tip positioner for unequal-cross-section main bar joint of reinforcing cage seam welder |
| CN103255925A (en) * | 2013-05-22 | 2013-08-21 | 中国二十冶集团有限公司 | Spiral stirrup positioning device and manufacturing method of reinforcement cage |
| CN103362119A (en) * | 2013-06-28 | 2013-10-23 | 中建七局第二建筑有限公司 | Non-welded connection method and connection structure for major diameter reinforcing cage |
| CN106040921A (en) * | 2016-05-24 | 2016-10-26 | 中交第航务工程局有限公司 | Cylindrical steel reinforcement cage quick precise connection machining formwork and manufacturing method for steel reinforcement cages |
| CN107816170A (en) * | 2017-11-06 | 2018-03-20 | 陕西建工机械施工集团有限公司 | A kind of great diameter and long steel reinforcement cage and its construction method |
| CN108193888A (en) * | 2017-12-29 | 2018-06-22 | 中交路桥华南工程有限公司 | Pile foundation steel bar cage construction moulding bed |
| CN109025315A (en) * | 2018-07-31 | 2018-12-18 | 中国十七冶集团有限公司 | A kind of auxiliary device and its construction method of beam steel bar colligation |
| CN109201971A (en) * | 2018-07-26 | 2019-01-15 | 中国建筑第八工程局有限公司 | For making the positioning device and its construction method of pile foundation steel bar cage |
| CN110607913A (en) * | 2019-09-23 | 2019-12-24 | 广东博智林机器人有限公司 | Steel bar connecting equipment |
| CN111734147A (en) * | 2020-06-24 | 2020-10-02 | 滁州学院 | Three-dimensional reinforcing bar rack preparation auxiliary device |
| CN113714437A (en) * | 2021-08-11 | 2021-11-30 | 中国一冶集团有限公司 | Steel reinforcement cage manufacturing device and steel reinforcement cage manufacturing butt joint method |
-
2010
- 2010-10-14 CN CN2010205612393U patent/CN201896456U/en not_active Expired - Lifetime
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102513683A (en) * | 2011-11-18 | 2012-06-27 | 中铁二十二局集团有限公司 | Short steel bar tip positioner for unequal-cross-section main bar joint of reinforcing cage seam welder |
| CN103255925A (en) * | 2013-05-22 | 2013-08-21 | 中国二十冶集团有限公司 | Spiral stirrup positioning device and manufacturing method of reinforcement cage |
| CN103255925B (en) * | 2013-05-22 | 2016-06-01 | 中国二十冶集团有限公司 | A kind of spiral stirrup locating device and fabrication of reinforcing cage method |
| CN103362119A (en) * | 2013-06-28 | 2013-10-23 | 中建七局第二建筑有限公司 | Non-welded connection method and connection structure for major diameter reinforcing cage |
| CN103362119B (en) * | 2013-06-28 | 2016-03-02 | 中建七局第二建筑有限公司 | Large-size rebar cage exempt from the method that is welded to connect and syndeton |
| CN106040921A (en) * | 2016-05-24 | 2016-10-26 | 中交第航务工程局有限公司 | Cylindrical steel reinforcement cage quick precise connection machining formwork and manufacturing method for steel reinforcement cages |
| CN107816170A (en) * | 2017-11-06 | 2018-03-20 | 陕西建工机械施工集团有限公司 | A kind of great diameter and long steel reinforcement cage and its construction method |
| CN108193888A (en) * | 2017-12-29 | 2018-06-22 | 中交路桥华南工程有限公司 | Pile foundation steel bar cage construction moulding bed |
| CN109201971B (en) * | 2018-07-26 | 2020-03-20 | 中国建筑第八工程局有限公司 | Positioning device for manufacturing pile foundation reinforcement cage and construction method thereof |
| CN109201971A (en) * | 2018-07-26 | 2019-01-15 | 中国建筑第八工程局有限公司 | For making the positioning device and its construction method of pile foundation steel bar cage |
| CN109025315A (en) * | 2018-07-31 | 2018-12-18 | 中国十七冶集团有限公司 | A kind of auxiliary device and its construction method of beam steel bar colligation |
| CN110607913A (en) * | 2019-09-23 | 2019-12-24 | 广东博智林机器人有限公司 | Steel bar connecting equipment |
| CN110607913B (en) * | 2019-09-23 | 2021-07-23 | 广东博智林机器人有限公司 | Steel bar connecting equipment |
| CN111734147A (en) * | 2020-06-24 | 2020-10-02 | 滁州学院 | Three-dimensional reinforcing bar rack preparation auxiliary device |
| CN111734147B (en) * | 2020-06-24 | 2021-07-02 | 滁州学院 | Three-dimensional reinforcing bar rack preparation auxiliary device |
| CN113714437A (en) * | 2021-08-11 | 2021-11-30 | 中国一冶集团有限公司 | Steel reinforcement cage manufacturing device and steel reinforcement cage manufacturing butt joint method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 300456 No. two, No. 173, Xingang Road, Tanggu District, Tianjin Patentee after: Civil Aviation Airport Construction Engineering Co., Ltd Address before: 300456 No. two, No. 173, Xingang Road, Tanggu District, Tianjin Patentee before: No.4 Engineering Company Ltd. of CCCC |
|
| CP01 | Change in the name or title of a patent holder | ||
| CX01 | Expiry of patent term |
Granted publication date: 20110713 |
|
| CX01 | Expiry of patent term |