CN105618969A - Adjusting device for sectional dimension of steel reinforcement framework - Google Patents
Adjusting device for sectional dimension of steel reinforcement framework Download PDFInfo
- Publication number
- CN105618969A CN105618969A CN201610138362.6A CN201610138362A CN105618969A CN 105618969 A CN105618969 A CN 105618969A CN 201610138362 A CN201610138362 A CN 201610138362A CN 105618969 A CN105618969 A CN 105618969A
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- CN
- China
- Prior art keywords
- scissor
- steel reinforcement
- shears
- framework
- vertical muscle
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23K—SOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
- B23K37/00—Auxiliary devices or processes, not specially adapted to a procedure covered by only one of the preceding main groups
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- Physics & Mathematics (AREA)
- Optics & Photonics (AREA)
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses an adjusting device for the sectional dimension of a steel reinforcement framework. The adjusting device comprises a structural frame perpendicular to a longitudinal bar. The structural frame is composed of metal plates arranged in the horizontal direction and the vertical direction. Each metal plate is provided with a slipway in the same arrangement direction as the corresponding metal plate. The structural frame is provided with shears-fork type longitudinal bar adjusters in the directions of the corresponding slipways. Each shears-fork type longitudinal bar adjuster comprises a plurality of shears-fork structural units. Each shears-fork structural unit is composed of two shears-fork arms which are rotationally connected. The rotating joint of the two shears-fork arms is provided with a longitudinal bar supporting pipe. The shears-fork arms of the two adjacent shears-fork structural units within the same slipway are hinged at the ends. Each shears-fork type longitudinal bar adjuster composed of the multiple shears-fork structural units within the same slipway can be in a state of contraction or elongation so that the adjusting device can be applicable to arranging polygonal steel reinforcement framework longitudinal bars of different sectional dimensions.
Description
Technical field
The invention belongs to construction industry Framework Of Steel Reinforcement molding construction technical field, in particular to Framework Of Steel Reinforcement cross section size adjustment mechanism.
Background technology
Current Framework Of Steel Reinforcement is shaping adopts reinforcing bar cage seam welding to surround circular or square vertical muscle and the spiral stirrup that is wrapped on vertical muscle welds by multiple more. Vertical muscle one end is fixing on the holder, and rest part is supported on material frame, and during skeleton forming, drive system drives vertical muscle entirety rotate relative to stirrup unwrapping wire system and move linearly, to realize the winding of stirrup on vertical muscle. Dragging system drives vertical muscle fixer along guide rail movement, makes the vertical continuous feeding of muscle part on material frame, and this molding device floor space is bigger. The Framework Of Steel Reinforcement pattern that this kind of molding mode is produced is single, and the vertical muscle end fixator of forming skeleton needs again to change template according to vertical muscle radical or diameter change etc. and meets, and this kind of vertical muscle end control operates comparatively loaded down with trivial details. For polygonal cross-section Framework Of Steel Reinforcement, due to the diversity of its cross section dimensional change and difficulty to apply the method, therefore existing vertical muscle end fixator can not be adapted to the Framework Of Steel Reinforcement of polygonal cross-section size.
Summary of the invention
The technical problem that the present invention solves is, it is provided that a kind of Framework Of Steel Reinforcement cross section size adjustment mechanism, makes the cross section size of Polygons Framework Of Steel Reinforcement be convenient to regulate.
The present invention solves the problems of the technologies described above and realizes by the following technical solutions: a kind of Framework Of Steel Reinforcement cross section size adjustment mechanism, comprise the structural framing being perpendicular to vertical muscle, the metal sheet that this structural framing is arranged by level and vertical direction forms, this metal sheet is equipped with the slideway identical with its arranged direction, its constructional feature is that described structural framing is provided with the vertical muscle setter of scissor-type along slideway direction, the vertical muscle setter of described scissor-type comprises multiple scissor structural unit, each scissor structural unit is made up of the scissor arm that two are rotationally connected, the two scissor arm places of being rotationally connected are provided with vertical muscle supporting tube, in same slideway, the scissor arm of adjacent two scissor structural units is hinged in end.
In same slideway, the vertical muscle setter of the scissor-type of multiple scissor structural unit composition can be in contraction or elongation state, vertical muscle is arranged in respectively in vertical muscle supporting tube according to the polygonal cross-section size of Framework Of Steel Reinforcement, regulate the distance between adjacent scissor structural unit, it is possible to the vertical muscle of the Polygons Framework Of Steel Reinforcement being applicable to different cross section size is arranged.
The scissor structural unit at the vertical muscle setter two ends of described scissor-type, one end and described metal sheet connect admittedly, and one end and screw rod connect admittedly. This setting so that the vertical muscle setter of scissor-type elongates or shortens along a direction, and this kind of control mode is simple.
Described screw rod one end is provided with shakes wheel, and this shakes wheel and forms screw-pair with screw rod, shakes wheel and is rotationally connected with described metal sheet. It is simple that this arranges structure, cost-saving. When wheel is shaken in rotation, shake wheel opposite metal plates rotation on the one hand, on the other hand relative bolt rotary. Shaking wheel opposite metal plates can not slide, vertical for drive scissor-type muscle setter is elongated or shortened motion by screw rod so that the distance between adjacent two scissor structural units correspondingly increases or reduces.
Described screw rod one end is provided with internal thread gear, and this internal thread gear and screw rod form screw-pair, and the gear of output end with stepper-motor forms gear pair. This is arranged through stepper-motor to carry out line shift control, and rotating corresponding to the translational motion of screw rod along internal thread gear of stepper-motor, this kind control mode is more accurate and efficiency is higher.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the specific embodiment of the present invention is described.
Fig. 1 is Framework Of Steel Reinforcement cross section of the present invention size adjustment mechanism perspective view.
Fig. 2 is Framework Of Steel Reinforcement cross section of the present invention size adjustment mechanism local structure schematic diagram.
Fig. 3 is the working state figure of the vertical muscle setter of scissor-type.
In Fig. 1, vertical muscle setter 3. horizontal metal plate 4. slideway 5. screw rod 6. of 1. vertical metal sheet 2. scissor-types shakes wheel 7. handles.
In Fig. 2,8. bolt 9. rollers 10. indulge muscle supporting tube 11. scissor arm.
Embodiment
Such as Fig. 1, shown in 2, a kind of Framework Of Steel Reinforcement cross section size adjustment mechanism, comprise the structural framing being perpendicular to vertical muscle, this structural framing is made up of horizontal metal plate 3 and vertical metal sheet 1, this metal sheet 1 be equipped with the slideway 4 identical with its arranged direction on 3, structural framing is provided with the vertical muscle setter 2 of scissor-type along slideway 4 direction, the vertical muscle setter 2 of this scissor-type comprises multiple scissor structural unit, each scissor structural unit is made up of the scissor arm 11 that two are rotationally connected, two scissor arm 11 places of being rotationally connected are provided with vertical muscle supporting tube 10, in same slideway 4, the scissor arm 11 of adjacent two scissor structural units is hinged in end.
The scissor structural unit at vertical muscle setter 2 two ends of scissor-type, one end and described vertical metal sheet 1, horizontal metal plate 3 connect admittedly, and one end and screw rod 5 connect admittedly. Screw rod 5 one end is provided with shakes wheel 6, and this shakes wheel 6 and forms screw-pair with screw rod 5, shakes wheel 6 and is rotationally connected with vertical metal sheet 1, horizontal metal plate 3.
The vertical muscle setter 2 of scissor-type forms moving sets in its slideway direction and slideway 4, and slideway 4 can be the vertical muscle setter 2 of scissor-type and provides support, and makes each scissor structural unit motion homogeneous simultaneously. Scissor arm 11 end contacted with slideway 4 in the vertical muscle setter 2 of scissor-type is provided with roller 9, reduces the friction of the vertical muscle setter 2 of scissor-type with slideway 4 contact position.
As shown in Figure 2, the horizontal metal plate 3 and the vertical metal sheet 1 that are slidably connected in structural framing have at least one group, by regulating the relative position of horizontal metal plate 3 with vertical metal sheet 1, thus vertical muscle setter 2 relative distance of the scissor-type on each metal sheet is changed, to meet the demand of large-size polygonal cross-section Framework Of Steel Reinforcement.
According to the position of horizontal metal plate 3 and vertical metal sheet 1 in the size of Framework Of Steel Reinforcement in advance adjustment structure framework, and can be fixed by bolt 8. According to the setpoint distance between vertical muscle, that rotates horizontal or vertical direction shakes wheel 6, for easy to operate, shake and wheel 6 can arrange handle 7, the rotation shaking wheel 6 makes the screw rod 5 being connected with screw-pair with it start translational motion, thus making the vertical muscle setter 2 of scissor-type on this horizontal metal plate 3 or vertical metal sheet 1 at the uniform velocity stretch or shorten, in the vertical muscle setter 2 of this scissor-type, the between centers of each scissor structural unit increases or reduces, the corresponding increase of between centers of each vertical muscle supporting tube 10 or reduction. Vertical muscle is worn successively in the vertical muscle supporting tube 10 at correct position place. The stretching of the vertical muscle setter 2 of scissor-type or shortening state are as shown in Figure 3.
Screw rod 5 one end also can arrange internal thread gear, and this internal thread gear and screw rod 5 form screw-pair, and the gear of output end with stepper-motor forms gear pair. Stepper-motor is connected, with special stepper motor driver, the rotation controlling stepper-motor, the gear of output end of stepper-motor and internal thread gear external toothing, translational motion made by the relative internal thread gear of screw rod 5, thus makes the vertical muscle setter 2 of scissor-type on horizontal metal plate 3 or vertical metal sheet 1 at the uniform velocity stretch or shorten. The employing of stepper-motor, it is to increase cross section size regulates efficiency, and regulate more accurate.
Finally illustrating, the Framework Of Steel Reinforcement cross section size adjustment mechanism that above embodiment is mentioned, being not limited to this case is provided diagram. It will be understood by those within the art that, it is possible to the technical scheme of the present invention being modified or equivalent replacement, and do not depart from objective and the scope of technical solution of the present invention, it all should be encompassed in the middle of the right of the present invention.
Claims (7)
1. a Framework Of Steel Reinforcement cross section size adjustment mechanism, comprises the structural framing being perpendicular to vertical muscle, the metal sheet (3 that this structural framing is arranged by level and vertical direction; 1) form, this metal sheet (3; 1) slideway (4) identical with its arranged direction it is equipped with on, it is characterized in that: described structural framing is provided with the vertical muscle setter (2) of scissor-type along slideway (4) direction, the vertical muscle setter (2) of described scissor-type comprises multiple scissor structural unit, each scissor structural unit is made up of the scissor arm (11) that two are rotationally connected, two scissor arm (11) places of being rotationally connected are provided with vertical muscle supporting tube (10), and in same slideway (4), the scissor arm (11) of adjacent two scissor structural units is hinged in end.
2. Framework Of Steel Reinforcement cross section according to claim 1 size adjustment mechanism, it is characterised in that: the scissor structural unit at vertical muscle setter (2) two ends of described scissor-type, one end and described metal sheet (1; 3) admittedly connecing, one end and screw rod (5) connect admittedly.
3. Framework Of Steel Reinforcement cross section according to claim 2 size adjustment mechanism, it is characterised in that: described screw rod (5) one end is provided with shakes wheel (6), and this shakes wheel (6) and forms screw-pair with screw rod (5), shakes wheel (6) and described metal sheet (1; 3) it is rotationally connected.
4. Framework Of Steel Reinforcement cross section according to claim 2 size adjustment mechanism, it is characterized in that: described screw rod (5) one end is provided with internal thread gear, this internal thread gear and screw rod (5) form screw-pair, and the gear of output end with stepper-motor forms gear pair.
5. Framework Of Steel Reinforcement cross section according to claim 1 size adjustment mechanism, it is characterised in that: the vertical muscle setter (2) of described scissor-type forms moving sets in its slideway direction and slideway (4).
6. Framework Of Steel Reinforcement cross section according to claim 5 size adjustment mechanism, it is characterised in that: scissor arm (11) end contacted with slideway (4) in the vertical muscle setter (2) of described scissor-type is provided with roller (9).
7. Framework Of Steel Reinforcement cross section according to claim 1 size adjustment mechanism, it is characterised in that: the level being slidably connected in described structural framing and vertical metal sheet (3; 1) has at least one group.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610138362.6A CN105618969A (en) | 2016-03-11 | 2016-03-11 | Adjusting device for sectional dimension of steel reinforcement framework |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610138362.6A CN105618969A (en) | 2016-03-11 | 2016-03-11 | Adjusting device for sectional dimension of steel reinforcement framework |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105618969A true CN105618969A (en) | 2016-06-01 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610138362.6A Pending CN105618969A (en) | 2016-03-11 | 2016-03-11 | Adjusting device for sectional dimension of steel reinforcement framework |
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| Country | Link |
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| CN (1) | CN105618969A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113441890A (en) * | 2020-03-24 | 2021-09-28 | 广东博智林机器人有限公司 | Double-layer net welding production line |
| CN113909885A (en) * | 2021-10-31 | 2022-01-11 | 无锡市伟达化工有限公司 | Automatic pipe taking machine for industrial digital electronic detonator assembly system and use method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2011030297A1 (en) * | 2009-09-11 | 2011-03-17 | Schnell Impianti S.R.L. | Device for manufacturing reinforcement metal cages with support device for bars |
| CN103454112A (en) * | 2013-09-29 | 2013-12-18 | 山东农业大学 | Device and method for testing deposition amount of variable-size fogdrop space |
| CN203864276U (en) * | 2014-05-09 | 2014-10-08 | 临沂大学 | Four-line three-grid scriber |
| CN203887684U (en) * | 2014-05-08 | 2014-10-22 | 山东金隆昌钢球制造有限公司 | Ball slide plate for lapping machine |
| CN204180518U (en) * | 2014-10-20 | 2015-03-04 | 浙江理工大学 | Scissor-type displacement moves alms bowl manipulator |
| CN104646573A (en) * | 2014-12-31 | 2015-05-27 | 山东建筑大学 | Adjustable fixing and locking device for end longitudinal bars of reinforcing bar framework machine |
-
2016
- 2016-03-11 CN CN201610138362.6A patent/CN105618969A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2011030297A1 (en) * | 2009-09-11 | 2011-03-17 | Schnell Impianti S.R.L. | Device for manufacturing reinforcement metal cages with support device for bars |
| CN103454112A (en) * | 2013-09-29 | 2013-12-18 | 山东农业大学 | Device and method for testing deposition amount of variable-size fogdrop space |
| CN203887684U (en) * | 2014-05-08 | 2014-10-22 | 山东金隆昌钢球制造有限公司 | Ball slide plate for lapping machine |
| CN203864276U (en) * | 2014-05-09 | 2014-10-08 | 临沂大学 | Four-line three-grid scriber |
| CN204180518U (en) * | 2014-10-20 | 2015-03-04 | 浙江理工大学 | Scissor-type displacement moves alms bowl manipulator |
| CN104646573A (en) * | 2014-12-31 | 2015-05-27 | 山东建筑大学 | Adjustable fixing and locking device for end longitudinal bars of reinforcing bar framework machine |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113441890A (en) * | 2020-03-24 | 2021-09-28 | 广东博智林机器人有限公司 | Double-layer net welding production line |
| CN113441890B (en) * | 2020-03-24 | 2023-09-12 | 广东博智林机器人有限公司 | Double-deck net welding production line |
| CN113909885A (en) * | 2021-10-31 | 2022-01-11 | 无锡市伟达化工有限公司 | Automatic pipe taking machine for industrial digital electronic detonator assembly system and use method |
| CN113909885B (en) * | 2021-10-31 | 2022-11-22 | 无锡市伟达化工有限公司 | Automatic pipe taking machine for industrial digital electronic detonator assembly system and use method |
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| PB01 | Publication | ||
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Application publication date: 20160601 |