CN105170746A - Truss welder wave forming structure - Google Patents

Truss welder wave forming structure Download PDF

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Publication number
CN105170746A
CN105170746A CN201510538073.0A CN201510538073A CN105170746A CN 105170746 A CN105170746 A CN 105170746A CN 201510538073 A CN201510538073 A CN 201510538073A CN 105170746 A CN105170746 A CN 105170746A
Authority
CN
China
Prior art keywords
dolly
wave
presser foot
jacking mechanism
truss
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.)
Pending
Application number
CN201510538073.0A
Other languages
Chinese (zh)
Inventor
赵建军
赵月华
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Style Green Building (changshu) Co Ltd
Original Assignee
Style Green Building (changshu) Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Style Green Building (changshu) Co Ltd filed Critical Style Green Building (changshu) Co Ltd
Priority to CN201510538073.0A priority Critical patent/CN105170746A/en
Publication of CN105170746A publication Critical patent/CN105170746A/en
Pending legal-status Critical Current

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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21FWORKING OR PROCESSING OF METAL WIRE
    • B21F27/00Making wire network, i.e. wire nets
    • B21F27/12Making special types or portions of network by methods or means specially adapted therefor
    • B21F27/20Making special types or portions of network by methods or means specially adapted therefor of plaster-carrying network

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Butt Welding And Welding Of Specific Article (AREA)

Abstract

The invention discloses a truss welder wave forming structure. The truss welder wave forming structure comprises a compacting trolley, a presser foot structure and an ejecting wave trolley, wherein pulleys are arranged at the bottom of the compacting trolley and are connected with sliding rails at the upper part of the ejecting wave trolley, a support rod is fixed to the compacting trolley, the support rod and the presser foot structure are positioned in the same horizontal position, a first point of a steel bar is fixed by the support rod, a second point of the steel bar is fixed by the presser foot structure, and an ejecting mechanism is mounted at the end parts of the sliding rails of the ejecting wave trolley. The truss welder wave forming structure can efficiently and stably produce a wavy steel bar truss.

Description

Truss welding machine Wave formed structure
Technical field
The present invention relates to steel bar girder production equipment field, particularly relate to a kind of truss welding machine Wave formed structure.
Background technology
In today of city-building high speed development, construction quality and building safety have become the focus of social extensive concern and the problem of government's great attention.The advantages such as steel bar truss floor support plate is short with the engineering time, artificial and the cost of material is low, construction precision is high are widely used in building construction.The Wave formed mechanism of prior art generally adopts the mode of tooth pressure by bending reinforcement waviness, and the Wave formed mechanism structure of adopting in this way is complicated, and the reinforcing bar wave-like size be made into is unstable, easily deformable, brings difficulty to subsequent production.
Summary of the invention
The technical problem that the present invention mainly solves is to provide a kind of truss welding machine Wave formed structure, can produce corrugated steel bar girder by efficient stable.
For solving the problems of the technologies described above, the technical scheme that the present invention adopts is:
A kind of truss welding machine Wave formed structure is provided, comprises and compress dolly, presser foot and top wave dolly; The bottom of described compression dolly is pulley, be connected with the upper slide rails of described top wave dolly, described compression dolly is fixed with pole, described pole and described presser foot are on same level position, described pole fixes the first point of reinforcing bar, described presser foot fixes the second point of reinforcing bar, and the slide rail end place of described top wave dolly is provided with jacking mechanism.
In a preferred embodiment of the present invention, the adjustable height of described top wave dolly jacking mechanism and the left and right displacement of described compression dolly are all controlled by the screw rod being arranged on wave dolly bottom, described top.
In a preferred embodiment of the present invention, on the wave dolly of described top, described jacking mechanism side is provided with the restriction push rod limiting described jacking mechanism adjustable height.
In a preferred embodiment of the present invention, the top of described jacking mechanism is provided with crest shaping position limiting structure.
The invention has the beneficial effects as follows: a kind of truss welding machine of the present invention Wave formed structure, compress dolly, presser foot and top wave dolly, compress dolly to be connected by pulley and slide rail again with top wave dolly, can relative sliding, presser foot press reinforcing bar a bit, the pole compressing dolly presses another point of reinforcing bar, the jack-up structure of top wave dolly from reinforcing bar by the intermediate point upwards jack-up between press 2, compress dolly under the effect of screw rod, do relative motion with top wave dolly and slide to presser foot, the production of efficient stable can obtain the stable waveform steel bar girder of proterties.
Accompanying drawing explanation
Fig. 1 is the structural representation of a preferred embodiment of the present invention before reinforcing bar Wave formed;
Fig. 2 is the structural representation of preferred embodiment in reinforcing bar Wave formed in Fig. 1;
Fig. 3 is the structural representation of preferred embodiment after reinforcing bar Wave formed in Fig. 1;
In accompanying drawing, the mark of each parts is as follows: 1, compress dolly, 11, pole, and 12, pulley, 2, presser foot, 3, top wave dolly, 31, jacking mechanism, 32, screw rod, 33, slide rail, 34, crest shaping position limiting structure, 4, reinforcing bar.
Detailed description of the invention
Below in conjunction with accompanying drawing, preferred embodiment of the present invention is described in detail, can be easier to make advantages and features of the invention be readily appreciated by one skilled in the art, thus more explicit defining is made to protection scope of the present invention.
A kind of truss welding machine Wave formed structure, comprises and compresses dolly 1, presser foot 2 and top wave dolly 3, the bottom of described compression dolly 1 is pulley 12, be connected with the upper slide rails 33 of described top wave dolly 3, described compression dolly 1 is fixed with pole 11, described pole 11 and described presser foot 2 are on same level position, described pole 11 fixes the first point of reinforcing bar 4, described presser foot 2 fixes the second point of reinforcing bar 4, the slide rail 33 end place of described top wave dolly 3 is provided with jacking mechanism 31, the adjustable height of described top wave dolly 3 jacking mechanism 31 and the left and right displacement of described compression dolly 1 are all controlled by the screw rod 32 being arranged on wave dolly 3 bottom, described top, on described top wave dolly 3, described jacking mechanism 31 side is provided with the restriction push rod limiting described jacking mechanism 31 adjustable height, the top of described jacking mechanism 31 is provided with crest shaping position limiting structure 34, crest shaping position limiting structure 34 is in mountain font, define the minimum angles that crest can reach.
The course of work of the present invention:
Reinforcing bar 4 from pole 11 through being passed in presser foot 2, reinforcing bar 4 stops conveying, and reinforcing bar 4 is fixed by back stay 11 and presser foot 2, screw rod 32 controls jacking mechanism 31 and upwards rises, the position of jacking mechanism 31 upwards jack-up is the mid point of the reinforcing bar 4 between fixing 2 of pole 11 and presser foot 2, while jacking mechanism 31 upwards rises, by the effect of pulley 12 and slide rail 33, the position compressing dolly 1 and top wave dolly 3 moves horizontally to the direction of presser foot 2, but jacking mechanism 31 is positioned at the midpoint of reinforcing bar 4 all the time, when jacking mechanism 31 rises to certain altitude, form the crest of setting shape, then presser foot 2 unclamps the reinforcing bar 4 that forms specific wave-like and draws back, reinforcing bar 4 continues to pass into the present invention, screw rod 32 resets, compress dolly 1 and also return back to original position with top wave dolly 3, repeat the Wave formed production stage of reinforcing bar 4.
The foregoing is only embodiments of the invention; not thereby the scope of the claims of the present invention is limited; every utilize description of the present invention and accompanying drawing content to do equivalent structure or equivalent flow process conversion; or be directly or indirectly used in other relevant technical fields, be all in like manner included in scope of patent protection of the present invention.

Claims (4)

1. a truss welding machine Wave formed structure, is characterized in that, comprises and compresses dolly, presser foot and top wave dolly; The bottom of described compression dolly is pulley, be connected with the upper slide rails of described top wave dolly, described compression dolly is fixed with pole, described pole and described presser foot are on same level position, described pole fixes the first point of reinforcing bar, described presser foot fixes the second point of reinforcing bar, and the slide rail end place of described top wave dolly is provided with jacking mechanism.
2. truss welding machine Wave formed structure according to claim 1, is characterized in that, the adjustable height of described top wave dolly jacking mechanism and the left and right displacement of described compression dolly are all controlled by the screw rod being arranged on wave dolly bottom, described top.
3. truss welding machine Wave formed structure according to claim 1, is characterized in that, on the wave dolly of described top, described jacking mechanism side is provided with the restriction push rod limiting described jacking mechanism adjustable height.
4. truss welding machine Wave formed structure according to claim 1, is characterized in that, the top of described jacking mechanism is provided with crest shaping position limiting structure.
CN201510538073.0A 2015-08-28 2015-08-28 Truss welder wave forming structure Pending CN105170746A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510538073.0A CN105170746A (en) 2015-08-28 2015-08-28 Truss welder wave forming structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510538073.0A CN105170746A (en) 2015-08-28 2015-08-28 Truss welder wave forming structure

Publications (1)

Publication Number Publication Date
CN105170746A true CN105170746A (en) 2015-12-23

Family

ID=54893432

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510538073.0A Pending CN105170746A (en) 2015-08-28 2015-08-28 Truss welder wave forming structure

Country Status (1)

Country Link
CN (1) CN105170746A (en)

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003170237A (en) * 2001-12-03 2003-06-17 Taro Kasai Lattice muscle bending apparatus
EP1982779A1 (en) * 2007-04-18 2008-10-22 Promostar S.r.L. Apparatus and method for manufacturing beam-reinforcement latticework-like wire structure on a just-in-time basis
CN201168756Y (en) * 2008-03-27 2008-12-24 天津市建科机械制造有限公司 Metal wire benders
CN102389930A (en) * 2011-10-13 2012-03-28 无锡威华电焊机制造有限公司 Bending and forming device for web rib of steel truss
CN102921841A (en) * 2012-11-28 2013-02-13 无锡威华电焊机制造有限公司 Steel bar truss multiple proportion driving device
CN204234625U (en) * 2014-09-23 2015-04-01 阿博建材(昆山)有限公司 A kind of plane girder produces arch bending apparatus
CN204912405U (en) * 2015-08-28 2015-12-30 风范绿色建筑(常熟)有限公司 Truss welding machine wave forming structure

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003170237A (en) * 2001-12-03 2003-06-17 Taro Kasai Lattice muscle bending apparatus
EP1982779A1 (en) * 2007-04-18 2008-10-22 Promostar S.r.L. Apparatus and method for manufacturing beam-reinforcement latticework-like wire structure on a just-in-time basis
CN201168756Y (en) * 2008-03-27 2008-12-24 天津市建科机械制造有限公司 Metal wire benders
CN102389930A (en) * 2011-10-13 2012-03-28 无锡威华电焊机制造有限公司 Bending and forming device for web rib of steel truss
CN102921841A (en) * 2012-11-28 2013-02-13 无锡威华电焊机制造有限公司 Steel bar truss multiple proportion driving device
CN204234625U (en) * 2014-09-23 2015-04-01 阿博建材(昆山)有限公司 A kind of plane girder produces arch bending apparatus
CN204912405U (en) * 2015-08-28 2015-12-30 风范绿色建筑(常熟)有限公司 Truss welding machine wave forming structure

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Application publication date: 20151223

RJ01 Rejection of invention patent application after publication