CN201511088U - Steel-reinforced truss foundation bolt bending forming mechanism - Google Patents

Steel-reinforced truss foundation bolt bending forming mechanism Download PDF

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Publication number
CN201511088U
CN201511088U CN2009203104187U CN200920310418U CN201511088U CN 201511088 U CN201511088 U CN 201511088U CN 2009203104187 U CN2009203104187 U CN 2009203104187U CN 200920310418 U CN200920310418 U CN 200920310418U CN 201511088 U CN201511088 U CN 201511088U
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China
Prior art keywords
steel bar
steel
bar girder
forming mechanism
bending forming
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Expired - Lifetime
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CN2009203104187U
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Chinese (zh)
Inventor
陈振东
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Tianjin Jianke Mechanical Products Co Ltd
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Priority to CN2009203104187U priority Critical patent/CN201511088U/en
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Abstract

The utility model discloses a steel-reinforced truss foundation bolt bending forming mechanism. The steel-reinforced truss foundation bolt bending forming mechanisms are symmetrically arranged on the two sides of a steel-reinforced truss and have the same structure and consist of a stationary die, a movable die, a driving unit and a work bench, wherein the stationary die is fixedly arranged at the upper part of the movable die and compacted on a lower rotating bar, one end of the movable die is a bent part arranged on the inner side of the steel-reinforced truss, the inner side of the bent part has an angle formed after bending and forming the steel-reinforced truss foundation bolt, the other end of the movable die is connected with the driving unit that makes the reciprocating motion, the driving unit is arranged on the work bench that is fixed on the outer side of the steel-reinforced truss, and the inclination degree of the motion center of the driving unit relative to the center of the steel-reinforced truss is equal to the angle formed after bending the foundation bolt. The steel-reinforced truss foundation bolt bending forming mechanism has the benefits that the mechanism has simple structure and can regulate the angle of bending the steel-reinforced truss foundation bolt at any time. The steel-reinforced truss foundation bolt bending forming mechanism also has the advantages of high automation degree, high quality of the steel-reinforced truss foundation bolt after bending, rapid speed, low labor intensity and high work efficiency.

Description

Steel bar girder lower margin bending forming mechanism
Technical field
The utility model relates to the steel bar girder welding fabrication equipment, particularly be steel bar girder lower margin bending forming mechanism.
Background technology
At present, in the construction of industries such as building,, usually reinforcement bar truss mould plate is embedded in the concrete for strengthening concrete strength.The structure of described reinforcement bar truss mould plate is: be welded into triangle reinforcing bar truss with reinforcing bar, the lower margin of steel bar girder is bent into set angle, lower margin is welded on the end template again.
The bending of described prior art diabolo steel bar girder lower margin is normally with manually finishing by means of anchor clamps.Above-mentioned prior art exists that labour intensity is big, efficient is low, ropy defective.
Summary of the invention
The purpose of this utility model is to overcome the deficiency of above-mentioned technology, a kind of bending operation of finishing continuously on the steel bar girder fabric welding moulding machine the reinforcing bar lower margin is provided, realization has the automaticity height, and quality is good, laborsaving steel bar girder lower margin bending forming mechanism.
The technical scheme that addresses the above problem is: a kind of steel bar girder lower margin bending forming mechanism, described steel bar girder lower margin bending forming mechanism is arranged on the steel bar girder both sides symmetrically, identical the including of steel bar girder lower margin bending forming mechanism structure of described steel bar girder both sides: quiet mould, moving mold, driver element and workbench; Described quiet mould is fixedly installed on moving mold top and is pressed on the backspin muscle; Described moving mold one end is arranged on the sweep of steel bar girder inboard, this sweep inboard has the angle after the moulding of bending steel bar girder lower margin, the moving mold other end connects the driver element that moves back and forth, described driver element is arranged on the steel bar girder outside and is fixed on the workbench, the angle of the Mobility Center of driver element after the centroclinal angle of steel bar girder is same as described lower margin bending.
The utility model beneficial effect is: after the utility model is arranged on the reinforcing bar welding sequence, by means of pulling equipment, make the reinforcing bar that is affected finish automatic bending lower margin operation in the stepping process.This practical new construction is simple, can adjust steel bar girder lower margin angle bending at any time.The utility model automaticity height, the steel bar girder lower margin quality height after the bending, speed is fast, reduces labor intensity, and increases work efficiency.
Description of drawings
Fig. 1 is a triangle reinforcing bar truss cross-sectional view;
Fig. 2 is the utility model structural front view;
Fig. 3 is the vertical view of Fig. 2;
Fig. 4 is the local enlarged front view of Fig. 2 intermediate cam shape steel bar girder one side steel bar girder lower margin bending forming mechanism;
Fig. 5 is a B-B cutaway view among Fig. 2.
" sequence number explanation in the accompanying drawing "
1: moving mold; 2: quiet mould; 2a: quiet mould; 2b: quiet mould base; 3: guide rail; 4: reciprocal drive rod; 5: driver element; 6: movable floor; 7: adjusting screw(rod); 8: workbench; 9: base; 11: preceding back shaft; 12: preceding supporting seat; 13: the back back shaft; 14: the back supporting seat; 15: the lower support axle; 16: the lower support seat; 17: go up the locking mother; 18: locking is female down; 20: steel bar girder; 21: on revolve muscle; 22: the backspin muscle; 23: web member; 24: lower margin.
The specific embodiment
Below in conjunction with accompanying drawing embodiment of the present utility model is described in further detail.
Fig. 1 is a triangle reinforcing bar truss cross-sectional view; Fig. 2 is the utility model structural front view; Fig. 3 is the vertical view of Fig. 2; Fig. 4 is the local enlarged front view of Fig. 2 intermediate cam shape steel bar girder one side steel bar girder lower margin bending forming mechanism; Fig. 5 is a B-B cutaway view among Fig. 2.
Need to prove that the steel bar girder in the utility model is that example describes with bending triangle reinforcing bar truss.
As shown in the figure, the utility model provides a kind of steel bar girder lower margin bending forming mechanism, described steel bar girder lower margin bending forming mechanism is arranged on steel bar girder 20 both sides symmetrically, identical the including of steel bar girder lower margin bending forming mechanism structure of described steel bar girder 20 both sides: quiet mould 2, moving mold 1, driver element 5 and workbench 8.
Described quiet mould 2 is fixedly installed on moving mold 1 top and is pressed on the backspin muscle 22.
Described moving mold 1 one ends are arranged on the sweep of steel bar girder 20 inboards, and this sweep inboard has the angle after 24 moulding of bending steel bar girder 20 lower margins; Moving mold 1 other end connects the driver element 5 that moves back and forth, and described driver element 5 is arranged on steel bar girder 20 outsides and is fixed on the workbench 8, the angle of the Mobility Center of driver element 5 after steel bar girder 20 centroclinal angles are same as described lower margin 24 bendings.Workbench 8 is supported by base 9.
Described driver element 5 has angle regulator, described angle regulator comprises: support the also movable supporting plate 6 of fixed drive unit 5, back shaft 11 before movable supporting plate 6 one side bottoms are fixed with, preceding back shaft 11 two ends are hinged on respectively on two supporting seats 12, and two supporting seats 12 all are fixed on the workbench 8; Movable supporting plate 6 opposite side two bottom sides symmetry place is fixed with back supporting seat 14 respectively, and back supporting seat 14 supports and hinged back back shaft 13, and back back shaft 13 middle parts are provided with screw, are fitted with an end of adjusting screw(rod) 7 in this screw; Two ends are that the opposite adjusting screw(rod) of rotation direction 7 other ends are fitted in the screw at lower support axle 15 middle parts, and lower support axle 15 two ends are hinged on respectively on the lower support seat of fixing with workbench 8 16; Last locking female 17 and down locking female 18 run through on the screw end face that adjusting screw(rod) 7 is fastened on back back shaft 13 and lower support axle 15 respectively.
Described driver element 5 one ends are provided with and move back and forth bar 4, and the described bar 4 that moves back and forth connects moving mold 1; The described bar 4 drive moving molds 1 that move back and forth move in guide rail 3; Described guide rail 3 is fixed on the movable supporting plate 6.
Described guide rail 3 is casings that penetrating inside, both sides is provided with slideway; Move back and forth and 4 sliding joining of bar connect guide rail 3; Fixedly install quiet mould 2 at the top of guide rail 3.
The structure that the top of guide rail 3 fixedly installs quiet mould 2 is: quiet mould 2 comprises quiet mould base 2b and is fixed on the quiet mould 2a of quiet mould base 2b one end, the groove that coincide with backspin muscle 22 is arranged on the quiet mould 2a end face, when quiet mould 2a is pressed on the backspin muscle 22, be convenient to backspin muscle 22 bendings that the lower margin 24 of 1 pair of web member 23 bottom of moving mold compresses from quiet mould 2a.
The utility model steel bar girder lower margin bending forming mechanism is the paired left and right sides that is arranged on steel bar girder 20.For increasing work efficiency, as shown in Figure 3, two pairs of steel bar girder lower margin bending forming mechanisms are set respectively in the left and right sides of steel bar girder 20, the distance between the two pairs of steel bar girder lower margin bending forming mechanisms is set according to the distance between the adjacent lower margin of steel bar girder.

Claims (4)

1. steel bar girder lower margin bending forming mechanism, it is characterized in that, described steel bar girder lower margin bending forming mechanism is arranged on steel bar girder (20) both sides symmetrically, identical the including of steel bar girder lower margin bending forming mechanism structure of described steel bar girder (20) both sides: quiet mould (2), moving mold (1), driver element (5) and workbench (8); Described quiet mould (2) is fixedly installed on moving mold (1) top and is pressed on the backspin muscle (22); Described moving mold (1) one end is arranged on the inboard sweep of steel bar girder (20), this sweep inboard has the angle after bending steel bar girder (20) lower margin (24) moulding, moving mold (1) other end connects the driver element (5) that moves back and forth, described driver element (5) is arranged on steel bar girder (20) outside and is fixed on the workbench (8), the angle of the Mobility Center of driver element (5) after the centroclinal angle of steel bar girder (20) is same as described lower margin (24) bending.
2. according to a kind of steel bar girder lower margin bending forming mechanism described in the claim 1, it is characterized in that, described driver element (5) has angle regulator, described angle regulator comprises: support the also movable supporting plate (6) of fixed drive unit (5), movable supporting plate (6) one side bottoms are fixed with preceding back shaft (11), preceding back shaft (11) two ends are hinged on respectively on two supporting seats (12), and two supporting seats (12) all are fixed on the workbench (8); Movable supporting plate (6) opposite side two bottom sides symmetry place is fixed with back supporting seat (14) respectively, and back supporting seat (14) supports and hinged back back shaft (13), and back back shaft (13) middle part is provided with screw, is fitted with an end of adjusting screw(rod) (7) in this screw; Two ends are that the opposite adjusting screw(rod) of rotation direction (7) other end is fitted in the screw at lower support axle (15) middle part, and lower support axle (15) two ends are hinged on respectively on the lower support seat of fixing with workbench (8) (16); Last locking female (17) and after locking female (18) runs through adjusting screw(rod) (7) and is fastened on respectively down on the end face of back shaft (13) and lower support axle (15).
3. according to a kind of steel bar girder lower margin bending forming mechanism described in claim 1 or 2, it is characterized in that described driver element (5) one ends are provided with and move back and forth bar (4), the described bar (4) that moves back and forth connects moving mold (1); Described bar (4) the drive moving mold (1) that moves back and forth moves in guide rail (3); Described guide rail (3) is fixed on the movable supporting plate (6).
4. according to a kind of steel bar girder lower margin bending forming mechanism described in the claim 3, it is characterized in that described guide rail (3) is the casing that penetrating inside, both sides is provided with slideway; Move back and forth and sliding joining of bar (4) connect guide rail (3); Fixedly install quiet mould (2) at the top of guide rail (3).
CN2009203104187U 2009-09-15 2009-09-15 Steel-reinforced truss foundation bolt bending forming mechanism Expired - Lifetime CN201511088U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2009203104187U CN201511088U (en) 2009-09-15 2009-09-15 Steel-reinforced truss foundation bolt bending forming mechanism

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2009203104187U CN201511088U (en) 2009-09-15 2009-09-15 Steel-reinforced truss foundation bolt bending forming mechanism

Publications (1)

Publication Number Publication Date
CN201511088U true CN201511088U (en) 2010-06-23

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CN2009203104187U Expired - Lifetime CN201511088U (en) 2009-09-15 2009-09-15 Steel-reinforced truss foundation bolt bending forming mechanism

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102172741A (en) * 2011-01-24 2011-09-07 宁波市阳光汽车配件有限公司 Automobile sunshield steel wire skeleton bending and forming device and bending and forming method thereof
CN102363191A (en) * 2011-11-01 2012-02-29 无锡威华电焊机制造有限公司 Bending mechanism for reinforcing steel bar truss web rib
CN102941293A (en) * 2012-11-28 2013-02-27 无锡威华电焊机制造有限公司 Shaping adjustment mechanism of rebar truss
CN103008500A (en) * 2012-12-05 2013-04-03 建科机械(天津)股份有限公司 Truss foundation bending mechanism of truss welding production line
CN105127327A (en) * 2015-08-31 2015-12-09 宁波新州焊接设备有限公司 Modified device for bending edge angles of reinforcing steel bar
CN105345319A (en) * 2015-12-22 2016-02-24 武汉汉光钢品建设工程有限公司 Automatic steel bar formwork truss production line
CN112207976A (en) * 2020-10-14 2021-01-12 佛山沃瀚建材贸易有限公司 Steel bar truss forming system for manufacturing prefabricated composite floor slab

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102172741A (en) * 2011-01-24 2011-09-07 宁波市阳光汽车配件有限公司 Automobile sunshield steel wire skeleton bending and forming device and bending and forming method thereof
CN102172741B (en) * 2011-01-24 2013-02-13 宁波市阳光汽车配件有限公司 Automobile sunshield steel wire skeleton bending and forming device and bending and forming method thereof
CN102363191A (en) * 2011-11-01 2012-02-29 无锡威华电焊机制造有限公司 Bending mechanism for reinforcing steel bar truss web rib
CN102363191B (en) * 2011-11-01 2013-06-19 无锡威华电焊机制造有限公司 Bending mechanism for reinforcing steel bar truss web rib
CN102941293A (en) * 2012-11-28 2013-02-27 无锡威华电焊机制造有限公司 Shaping adjustment mechanism of rebar truss
CN102941293B (en) * 2012-11-28 2014-10-15 无锡威华电焊机制造有限公司 Shaping adjustment mechanism of rebar truss
CN103008500A (en) * 2012-12-05 2013-04-03 建科机械(天津)股份有限公司 Truss foundation bending mechanism of truss welding production line
CN103008500B (en) * 2012-12-05 2014-12-10 建科机械(天津)股份有限公司 Truss foundation bending mechanism of truss welding production line
CN105127327A (en) * 2015-08-31 2015-12-09 宁波新州焊接设备有限公司 Modified device for bending edge angles of reinforcing steel bar
CN105345319A (en) * 2015-12-22 2016-02-24 武汉汉光钢品建设工程有限公司 Automatic steel bar formwork truss production line
CN112207976A (en) * 2020-10-14 2021-01-12 佛山沃瀚建材贸易有限公司 Steel bar truss forming system for manufacturing prefabricated composite floor slab

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C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee

Owner name: JIANKE MECHANICAL PRODUCTS (TIANJIN) CO., LTD.

Free format text: FORMER NAME: JIANKE MACHINERY MANUFACTURE CO., LTD., TIANJIN

CP03 Change of name, title or address

Address after: 300402, No. 1, Jing Jing Road, Beichen science and Technology Park, Jin Wai Road, Beichen District, Tianjin

Patentee after: Tianjin Jianke Mechanical Products Co., Ltd.

Address before: 300402 No. 3, Shun King Road, Tianjin hi tech Industrial Park, Beichen District, Tianjin

Patentee before: Jianke Machinery Manufacture Co., Ltd., Tianjin

CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20100623