CN105059588A - Vertical pile reinforcement cage tying device - Google Patents
Vertical pile reinforcement cage tying device Download PDFInfo
- Publication number
- CN105059588A CN105059588A CN201510318013.8A CN201510318013A CN105059588A CN 105059588 A CN105059588 A CN 105059588A CN 201510318013 A CN201510318013 A CN 201510318013A CN 105059588 A CN105059588 A CN 105059588A
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- CN
- China
- Prior art keywords
- reinforcement cage
- change
- actuating device
- binding apparatus
- reinforcing steel
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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
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65B—MACHINES, APPARATUS OR DEVICES FOR, OR METHODS OF, PACKAGING ARTICLES OR MATERIALS; UNPACKING
- B65B27/00—Bundling particular articles presenting special problems using string, wire, or narrow tape or band; Baling fibrous material, e.g. peat, not otherwise provided for
- B65B27/10—Bundling rods, sticks, or like elongated objects
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The present invention relates to the field of reinforcing steel bar tying devices, and concretely discloses a vertical pile reinforcement cage tying device. The device is divided into three parts, a first part is used for holding up and fixing single reinforcing steel bars, which is realized by rotating circular rings which are provided with fixing buckles; the second part is used for sleeving outer ring ribs on primary rack reinforcing steel bars, which can be realized by moving forceps clips; and the third part comprises reinforcing steel bar automatic tying devices on the circular rings. Construction of a reinforcement cage is completed through coordination of the above three parts, the completed reinforcement cage can be automatically returned, and then construction of the next reinforcement cage is carried out; various types of the reinforcement cages can be realized, and the rotating circular rings only need to be replaced into ones of corresponding shapes in a realizing process; the reinforcement cages can be automatically assembled and tied; manual operation is replaced by an automation workflow; and the vertical pile reinforcement cage tying device is simple in structure and easy to popularize.
Description
Technical field
The present invention relates to binding reinforcing bars device field, be specially staking out framework of steel reinforcement binding apparatus.
Background technology
The construction of present building is all that time cast-in-place, framework of steel reinforcement just serves very important effect by cast-in-place form substantially.
In prior art, the making of framework of steel reinforcement is all pass through manual manufacture substantially.
Its inefficiency of manual manufacture framework of steel reinforcement and cost intensive, and potential safety hazard is there is in the process made.
Summary of the invention
The object of this invention is to provide a kind of staking out framework of steel reinforcement binding apparatus, specifically be divided into three bulks, Part I is held up and fixed part by single steel bar, annulus by rotating realizes, annulus is with clip, Part II is the part be enclosed within by outer shroud muscle on body frame reinforcing bar, clamp by movement realizes, Part III is the automatic steel bar bundling device on each annulus, the structure of framework of steel reinforcement is completed by the cooperative cooperating of three parts, the framework of steel reinforcement completed can be returned automatically, then the structure of next skeleton can be carried out, the shape of skeleton can realize various ways, its implementation procedure only need change the annulus of rotation into corresponding shape.
For achieving the above object, the present invention by the following technical solutions
Staking out framework of steel reinforcement binding apparatus, it comprises, change 1, electromagnetism clip 2, geometrical clamp 3, expansion link 4, connecting shaft 5, actuating device 6, treater 7, controller 8, binding apparatus 9, lifting strapper 10, single sorting unit 11.
Described change 1 is rotationally connected with connecting shaft 5, described electromagnetism clip 2 is arranged in change 1, described geometrical clamp 3 is arranged at expansion link 4 one end, the other end of described expansion link 4 is connected with actuating device 6, the other end of described connecting shaft 5 is connected with actuating device 6, described treater 7, it is inner that controller 8 is arranged at actuating device 6, described binding apparatus 9 is arranged at below change 1, described lifting strapper 10 is arranged on binding apparatus 9, described single sorting unit 11 is arranged at change 1 side, described switch 12 is arranged on single sorting unit 11, described treater 7 and electromagnetism clip 2, actuating device 6, binding apparatus 9, single sorting unit 11 connects respectively.
Beneficial effect of the present invention
1, can automatic Composition framework of steel reinforcement tying up.
2, automatically working flow process, replaces manual operation.
3, structure is simple, is easy to promote.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
Detailed description of the invention
The object of this invention is to provide a kind of staking out framework of steel reinforcement binding apparatus, specifically be divided into three bulks, Part I is held up and fixed part by single steel bar, annulus by rotating realizes, annulus is with clip, Part II is the part be enclosed within by outer shroud muscle on body frame reinforcing bar, clamp by movement realizes, Part III is the automatic steel bar bundling device on each annulus, the structure of framework of steel reinforcement is completed by the cooperative cooperating of three parts, the framework of steel reinforcement completed can be returned automatically, then the structure of next skeleton can be carried out, the shape of skeleton can realize various ways, its implementation procedure only need change the annulus of rotation into corresponding shape.
For achieving the above object, the present invention by the following technical solutions
Staking out framework of steel reinforcement binding apparatus, it comprises, change 1, electromagnetism clip 2, geometrical clamp 3, expansion link 4, connecting shaft 5, actuating device 6, treater 7, controller 8, binding apparatus 9, lifting strapper 10, single sorting unit 11.
Described change 1 is rotationally connected with connecting shaft 5, described electromagnetism clip 2 is arranged in change 1, described geometrical clamp 3 is arranged at expansion link 4 one end, the other end of described expansion link 4 is connected with actuating device 6, the other end of described connecting shaft 5 is connected with actuating device 6, described treater 7, it is inner that controller 8 is arranged at actuating device 6, described binding apparatus 9 is arranged at below change 1, described lifting strapper 10 is arranged on binding apparatus 9, described single sorting unit 11 is arranged at change 1 side, described switch 12 is arranged on single sorting unit 11, described treater 7 and electromagnetism clip 2, actuating device 6, binding apparatus 9, single sorting unit 11 connects respectively.
Below in conjunction with drawings and Examples, the present invention will be further described
In Fig. 1,1-change, 2-electromagnetism clip, 3-geometrical clamp, 4-expansion link, 5-connecting shaft, 6-actuating device, 7-treater, 8-controller, 9-binding apparatus, 10-lifting strapper, 11-single sorting unit.
As shown in Figure 1, described change 1 is rotationally connected with connecting shaft 5, change 1 is driven to rotate by the rotation of connecting shaft 5, described electromagnetism clip 2 is arranged in change 1 and is used for the reinforcing bar triggered to fix, described geometrical clamp 3 is arranged at expansion link 4 one end, stirrup can be enclosed within body frame reinforcing bar by geometrical clamp 3, also be by geometrical clamp 3, reinforced frame is decorporated after tying up, the other end of described expansion link 4 is connected with actuating device 6, the flexible of expansion link 4 is driven by actuating device 6, the other end of described connecting shaft 5 is connected with actuating device 6, actuating device 6 can drive connecting shaft 5 to rotate, described treater 7, it is inner that controller 8 is arranged at actuating device 6, described binding apparatus 9 is arranged at change and can ties up reinforcing bar node for 1 time, described lifting strapper 10 is arranged on binding apparatus 9, can realize tying up flexibly by the oscilaltion being elevated strapper 10, described single sorting unit 11 is arranged at change 1 side, described switch 12 is arranged on single sorting unit 11, described treater 7 and electromagnetism clip 2, actuating device 6, binding apparatus 9, single sorting unit 11 connects respectively.
Constructive embodiment
Described change 1 is preferably steel and makes, and its shape can be changed according to the actual requirements.
Described electromagnetism clip 2 is preferably electromagnetic control, and its shape preferably can separate closing structure.
Described expansion link 4 is preferably steel and makes.
Described treater 7 is preferably microprocessor.
Described single sorting unit 11 preferably can carry out the sequence machine of single sequence.
Use embodiment
First main reinforcement to be placed on when using of the present invention on single sorting unit 11 and to open switch 12, reinforcing bar can arrange according to single by single sorting unit 11, the reinforcing bar arranged can be triggered by the electromagnetism clip 2 in the change 1 of rotating and fix, stirrup needed for the skin folder 3 that can be fixed clamps, expansion link 4 drives geometrical clamp 3 that stirrup is dragged to correct position, treat that stirrup and the main body reinforcing bar complete binding apparatus 9 that interlocks can lock node, lifting strapper 10 can be tied up node by automatic controlled height, next node place can be turned to when the node of side ties up complete change 1, after all nodes are tied up, framework of steel reinforcement can be fixed and return by geometrical clamp 3, whole process is without the need to artificial participation.
What finally illustrate is, above embodiment is only in order to illustrate technical scheme of the present invention and unrestricted, other amendments that those of ordinary skill in the art make technical scheme of the present invention or equivalently to replace, only otherwise depart from the spirit and scope of technical solution of the present invention, all should be encompassed in the middle of right of the present invention.
Claims (1)
1. staking out framework of steel reinforcement binding apparatus, is characterized in that, it comprises, change (1), electromagnetism clip (2), geometrical clamp (3), expansion link (4), connecting shaft (5), actuating device (6), treater (7), controller (8), binding apparatus (9), lifting strapper (10), single sorting unit (11), wherein, described change (1) and connecting shaft (5) are rotationally connected, described electromagnetism clip (2) is arranged in change (1), described geometrical clamp (3) is arranged at expansion link (4) one end, the other end of described expansion link (4) is connected with actuating device (6), the other end of described connecting shaft (5) is connected with actuating device (6), described treater (7), it is inner that controller (8) is arranged at actuating device (6), described binding apparatus (9) is arranged at change (1) below, described lifting strapper (10) is arranged on binding apparatus (9), described single sorting unit (11) is arranged at change (1) side, described switch (12) is arranged on single sorting unit (11), described treater (7) and electromagnetism clip (2), actuating device (6), binding apparatus (9), single sorting unit (11) connects respectively.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510318013.8A CN105059588A (en) | 2015-06-11 | 2015-06-11 | Vertical pile reinforcement cage tying device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510318013.8A CN105059588A (en) | 2015-06-11 | 2015-06-11 | Vertical pile reinforcement cage tying device |
Publications (1)
Publication Number | Publication Date |
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CN105059588A true CN105059588A (en) | 2015-11-18 |
Family
ID=54489187
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201510318013.8A Pending CN105059588A (en) | 2015-06-11 | 2015-06-11 | Vertical pile reinforcement cage tying device |
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CN (1) | CN105059588A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111959860A (en) * | 2020-08-18 | 2020-11-20 | 绍兴裕铭机械科技有限公司 | Annular reinforcing steel bar arranging and binding device |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS61233117A (en) * | 1985-04-05 | 1986-10-17 | Tousen Asano Paul Kk | Axial reinforcement omnipresence-type composite concrete pile and its manufacture |
JPH01121450A (en) * | 1987-10-30 | 1989-05-15 | Shimizu Corp | Concrete reinforcing member |
CN202683872U (en) * | 2012-07-30 | 2013-01-23 | 中冶建工集团有限公司 | Automatic feeding device used on hoop bending machine |
CN103046751A (en) * | 2012-12-04 | 2013-04-17 | 中建三局建设工程股份有限公司 | Binding construction method of steel pipe column ring beam reinforcing bars |
CN103395121A (en) * | 2013-08-13 | 2013-11-20 | 凌其彬 | Culvert pipe spider machine |
-
2015
- 2015-06-11 CN CN201510318013.8A patent/CN105059588A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS61233117A (en) * | 1985-04-05 | 1986-10-17 | Tousen Asano Paul Kk | Axial reinforcement omnipresence-type composite concrete pile and its manufacture |
JPH01121450A (en) * | 1987-10-30 | 1989-05-15 | Shimizu Corp | Concrete reinforcing member |
CN202683872U (en) * | 2012-07-30 | 2013-01-23 | 中冶建工集团有限公司 | Automatic feeding device used on hoop bending machine |
CN103046751A (en) * | 2012-12-04 | 2013-04-17 | 中建三局建设工程股份有限公司 | Binding construction method of steel pipe column ring beam reinforcing bars |
CN103395121A (en) * | 2013-08-13 | 2013-11-20 | 凌其彬 | Culvert pipe spider machine |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111959860A (en) * | 2020-08-18 | 2020-11-20 | 绍兴裕铭机械科技有限公司 | Annular reinforcing steel bar arranging and binding device |
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WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20151118 |
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WD01 | Invention patent application deemed withdrawn after publication |