CN2333476Y - Microcomputer control rolling welding machine for reinforced bar framework of reinforced concrete pile, pipe and bar - Google Patents

Microcomputer control rolling welding machine for reinforced bar framework of reinforced concrete pile, pipe and bar Download PDF

Info

Publication number
CN2333476Y
CN2333476Y CN 98226325 CN98226325U CN2333476Y CN 2333476 Y CN2333476 Y CN 2333476Y CN 98226325 CN98226325 CN 98226325 CN 98226325 U CN98226325 U CN 98226325U CN 2333476 Y CN2333476 Y CN 2333476Y
Authority
CN
China
Prior art keywords
welding
muscle
master control
control borad
bar
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.)
Expired - Fee Related
Application number
CN 98226325
Other languages
Chinese (zh)
Inventor
张金芳
施顺兴
甘以保
俞修福
张晓东
陶世民
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.)
CEMENT PRODUCTS MACHINERY PLANT NANJING COMPOSITE MATERIAL GENERAL FACTORY
Original Assignee
CEMENT PRODUCTS MACHINERY PLANT NANJING COMPOSITE MATERIAL GENERAL FACTORY
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 CEMENT PRODUCTS MACHINERY PLANT NANJING COMPOSITE MATERIAL GENERAL FACTORY filed Critical CEMENT PRODUCTS MACHINERY PLANT NANJING COMPOSITE MATERIAL GENERAL FACTORY
Priority to CN 98226325 priority Critical patent/CN2333476Y/en
Application granted granted Critical
Publication of CN2333476Y publication Critical patent/CN2333476Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Butt Welding And Welding Of Specific Article (AREA)

Abstract

A microcomputer control seam welder for reinforced bar framework of reinforced concrete pile, pipe and bar of the utility model is composed of a barrel, a fixed electrode, a float electrode (namely a welding arm, identical below), a rib supply bracket, a hooping plate, a rib clipping traction plate, a jointing signal generator and the control component of a micro computer. In the utility model, the following technology are adopted: that a welding mechanism and a feeding hooping plate rotate in the same direction, the longitudinal bar of the reinforced bar framework drags along axial horizontal direction, the hooping constantly windingly supplies material, the welding arm embays the reinforced bar framework to rotate, follow and weld, which solves the contradiction that the longer the reinforced bar framework is, the distortion degree is bigger, making the utility model be of good skeletal integrality, quick molding and small loss of strength of the longitudinal bar. The utility model assures accurately and reliably welded welding spot on pipe and bar of each material quality by using micro computer to control jointing circuitry and utilizing a lever type welding arm, and the utility model can eliminate miss-welding and false welding.

Description

Microcomputerized control reinforced concrete pile, pipe, bar framework of steel reinforcement seam welder
The utility model discussion be the welder of a kind of reinforced concrete pile that is used for reinforced concrete product, pipe, bar framework of steel reinforcement, belong to the welding class.
Prestressed concrete pipe pile is a kind of hollow garden column type precast concrete that adopts pretensioned prestressing technology and centrifugal formation method to make through steam-cured still high-temperature steam curing, because it is strong that it has a bearing capacity of single pile, cost is low, easy to use, be convenient to advantages such as standardization, more and more be subject to people's attention.In the past, during the framework of steel reinforcement of China in making concrete tubular pile, water pipe, electric pole, adopt manual colligation mostly or with the preparation method of artificial welding, so not only labour intensity is big, production efficiency is low, and the quality of product can not get assurance.Since the reform and opening-up, particularly in recent years, along with steering a steady course of economy, driven the harbour, bridge, causes such as skyscraper flourish, to the demand of reinforced concrete pipe pile year by year altar add, to " stake " quality requirements also more and more higher, therefore operation is produced framework of steel reinforcement and is not only existed can not satisfy aspect " amount " and build the needs that develop by hand, the more important thing is that " matter " can't reach the engineering index, thereby the main production equipments of developmental research and production reinforced concrete pipe pile---strong concrete pipe pile reinforcing bar skeleton seam welder will play a positive role to the development of garden cylindricality concrete precast pile.
According to our market survey and data-searching, the present domestic producer that does not still produce strong concrete pipe pile reinforcing bar skeleton seam welder.Flourish along with construction business, Chang Yong PC stake in the past can not adapt to the construction requirement of modern high-rise building and deepwater wharf, the PHC stake is just in China's development and application, needs for full construction, the city, south was once introduced two covers and was produced the production line of PHC stake, the key equipment of this production line just has the automatic weld of framework of steel reinforcement, introduction of production line not only will be spent a large amount of foreign exchanges of country, and equipment is too fat to move, troublesome poeration, maintenance difficult be the more important thing is the contradiction that also exists introducing equipment only to be fit to use imported material.
The objective of the invention is provides a kind of microcomputerized control of using to society, realize, solder joint distortionless to framework of steel reinforcement firmly, little big, the no rosin joint of reinforced steel bar strength loss and leak strong concrete stake, pipe, the bar framework of steel reinforcement seam welder that weldering also can be fit to various materials.
The utility model seam welder, it is by cylinder, fixed electrode, and float electrode (is promptly welded arm, down together), for the muscle frame, ring muscle dish, folder muscle sheave, compositions such as welding signal generator and microcomputerized control circuit, fixed electrode places a side of cylinder, and the weldering arm is fixed on the cylinder, is placed in the cylinder for muscle, be fixed on the opposite side of cylinder, ring muscle dish places the same side of fixed electrode, and folder muscle sheave is fixed on the dolly, it is characterized in that: cylinder, the weldering arm, for the muscle frame, ring muscle dish, the garden heart of folder muscle sheave is all on same center line; Vertical muscle frame will be indulged the axially-aligned of muscle along fixed electrode, and the vertical muscle horizontally tracting of folder muscle sheave folder, ring muscle dish will encircles muscle and deliver on the fixed electrode to twine with vertical muscle and contact, and weld upper-arm circumference and rotate and weld around fixed electrode; Welding signal generator and cylinder rotate synchronously.The master control borad that the microcomputerized control welding circuit is made up of single-chip microcomputer and some control elements, photoelectrical coupler, power amplification circuit, synchronizing signal power supply and welding major loop and alternative route, the time set device is formed, and master control borad is by single-chip microcomputer, latch, memory, buffer, driver, converter (as Fig. 3. I) form, it receives welding signal, and to the size of welding current, the time and interference etc. is carried out computing, handle, export the constant electric current then, it is characterized in that: photoelectrical coupler by photoelectric tube U1 and some electronic components form (Fig. 3. II) the signal a that comes from the welding signal generator, b is serially connected in the U1 input, 1 pin of U1 output termination master control borad; The time set device is made up of diode and driver chuck switch, and its output connects master control borad 7 pin; Comparison circuit is by variable resistor and change-over switch, and rectification circuit is formed, and it receives the feedback current of welding major loop, with setting electric current or comparison electric current by the central point O of change-over switch, connects master control borad 6 pin; The synchronizing signal power supply is made up of rectification circuit and triode etc., it will be after treatment satisfactory master control borad working power, cpu power respectively correspondence connect master control borad 3 and 4,5 pin are ground wire; Power amplification circuit (Fig. 3. III) by controllable silicon 3CT, compositions such as photoelectric tube U2, master control borad are handled, after the computing signal to connect the U2 input by 2 pin auspicious, the output of U2 meets the D of 3CT, F pin, output C, the G of power amplifier meet C ', the G ' of welding major loop KS; The welding major loop (Fig. 3. V) by KS, B1, CT and R6 form, and primary current is by feeding back to the input of comparison circuit with CT and the R6 two ends that connect, the secondary A of B1, B take over a job moving electrode and fixed electrode.
The utility model adopts welding mechanism and ring muscle dish to rotate in the same way, framework of steel reinforcement level vertically is pulled, the ring muscle twines the constant feed, welding is followed the tracks of in the rotation of weldering arm, solved the big more contradiction of the long more torsion resistance of framework of steel reinforcement in the past, make the good integrity of framework of steel reinforcement, the fast and vertical rigidity of soft tissues degree loss of moulding is little.Computer control welding circuit and lever weldering arm have guaranteed that pipe, bar, each solder joint to all size can both do welding accurately and reliably, and can get rid of to leak and weld and the mistake weldering, in addition, that the utility model also has is simple and reasonable for structure, Installation and Debugging are easy, dependable performance, easy to maintenance, low cost and other advantages.
The drawing explanation:
Fig. 1. the utility model structural representation:
1, vertical muscle .2, cylinder 3, float electrode .4, fixed electrode .5, ring muscle dish .6, skeleton .7, dolly.
8, sprocket wheel 9, folder muscle sheave .10, ring muscle .11, welding signal generator .12, vertical muscle frame.
Fig. 2 .A-A cutaway view:
1, float electrode .2, vertical muscle .3, ring muscle .4, fixed electrode.
Fig. 3. microcomputerized control welding circuit:
I, master control borad. II, photoelectrical coupler. III, power amplification circuit. IV, synchronizing signal power supply. V, welding is main
The loop. VI, comparison circuit. VII, time set device.
Enforcement of the present utility model can design according to the different requirement of user, the specification of the existing production product in our factory has: skeleton diameter 100~2400mm, skeleton length 1~46M, vertical muscle diameter 7.4~11MM, ring muscle diameter 4~8MM, speed of welding is the framework of steel reinforcement seam welder of various models such as 15~60RPM.
Integral bearing formula cylinder is adopted in the hole of rolling of the present utility model, and fixed electrode is a garden copper dish, and its diameter is determined by the diameter of framework of steel reinforcement: float electrode is a L type copper billet (being lever weldering arm), is fixed on the cylinder.It rotates to fixed electrode and the friendship justice point of vertical muscle, ring muscle is followed the tracks of welding: it is auspicious that fixed electrode and float electrode connect the output of high leakage field self-cooled transformer respectively.Arranging some apertures for the muscle frame in order by two, the centre is made up of the garden dish that pipe links to each other, and vertical muscle is supplying on the muscle frame by the designing requirement frame; Ring muscle dish is a ring tube, and above the ring muscle was entangled in advance, it was fixed on a side corresponding with fixed electrode by support roller, the ring muscle be transported to thus on the fixed electrode with vertical muscle around contacting; Folder muscle sheave be two by forming with garden dish for muscle corresponding hole of frame aperture or groove, be fixed on the trailer wagon; Should guarantee cylinder during by dress, fixed electrode, vertical muscle frame, ring muscle dish, the garden heart of folder muscle sheave is on same horizontal line.The welding signal generator is a garden dish that is made by insulating materials, have on the card of garden and the corresponding contact of vertical muscle radical and position, it is driven with cylinder by motor M 1 and rotates synchronously, when vertical muscle contacts on fixed electrode with the ring muscle, welding signal is sent in the contact, welds the main muscle of different numbers and should change the different welding generation signal panels that require.The single-chip microcomputer of master control borad selects 8031 for use, latch selects that 74LS373, memory select 2764 for use for use, buffer selects that 74LS244, driver select 7406 for use, converter is selected ADC0804 for use, constituted as Fig. 3 for use. I.Photoelectrical coupler is: 380V-forms rectification through transformer B1 through D1-D4, meets C1, the input of sending and receiving optical diode → resistance → 4N25 behind 7812 voltage regulation filterings, the signal a that the welding signal generator comes, b is serially connected in the input of U1, the output of U1 connects 1 pin of master control borad, as Fig. 3. II.The power amplification circuit is: 380V-meets 3CT (D) and R3, then through C2 through the B1 transformation after the D6-D9 rectification, W2 voltage stabilizing, filtering are outputed to C `, the D ` of welding major loop KS by C, G, 2 pin of master control borad connect the input of 4N35, and the output of U2 meets D and the F of 3CT, as Fig. 3. III.The synchronizing signal power supply is: 380V-is through the B1 transformation, D10-D13 rectification, D14, C3, C4,7805 voltage stabilizings, filtering connect master control borad 3, as the master control borad working power, voltage also passes through by R4 after the rectification, R5, the amplifying circuit that BG forms connects master control borad 4 pin, as the synchro source of CPU, ground wire meets 5 pin such as Fig. 3 of master control borad. IV.The welding major loop by the 380V-power supply through double silicon control pipe KS, high leakage field self-cooled welding transformer B1, current transformer CT and R6 constitute primary return, R6 and CT also connect, secondary fixed electrode and float electrode such as Fig. 3 of connecing of B1. V; Comparison circuit is by the D15-D18 rectification circuit, variable resistor W1, W2 and change-over switch are formed as Fig. 3. VI, it from the welding major loop CT's and connect feedback current that resistance R 6 obtains relatively, will set electric current respectively and compare electric current and connect master control borad 6 pin by change-over switch center O point.The time set device is made up of as Fig. 3 some diodes and driver chuck switch. and VII, the setting of time is exported by X, connects 7 pin of master control borad.B2 is the utility power transformer of II, III, IV.Only need preestablish welding current and weld interval during use, remainder is handled computing by micro computer.
Identify through economizing quality testing department with the product that the utility model is produced: framework of steel reinforcement is distortionless, welding spot one-step moulding, no sealing-off, leak the weldering phenomenon, the reduction of some postwelding deformed bar intensity is no more than 5% of mother metal, and the framework of steel reinforcement after the welding shear strength is welded greater than 2000N meets the requirement of GB13476-92.

Claims (2)

1. use the microcomputerized control reinforced concrete pile for one kind, pipe, bar framework of steel reinforcement seam welder, it is by cylinder, fixed electrode, float electrode is promptly welded arm, for the muscle frame, ring muscle dish, folder muscle sheave, compositions such as welding signal generator and computer control part, fixed electrode places a side of cylinder, the weldering arm is fixed on the cylinder, be placed in the cylinder for muscle, be fixed on the opposite side of cylinder, ring muscle dish places the same side of fixed electrode, folder muscle sheave is fixed on the dolly, it is characterized in that: cylinder, the weldering arm, for the muscle frame, ring muscle dish, the garden heart of folder muscle sheave is all on same center line; Vertical muscle frame will be indulged muscle and will encircle muscle along axially-aligned, the vertical muscle horizontally tracting of folder muscle sheave folder, the ring muscle dish of fixed electrode and deliver on the fixed electrode and to contact, to weld upper-arm circumference with vertical muscle winding and rotate and weld around fixed electrode; Welding signal generator and cylinder rotate synchronously.
2, microcomputerized control reinforced concrete pile according to claim 1, pipe, bar framework of steel reinforcement seam welder, the master control borad that its microcomputerized control welding circuit is made up of single-chip microcomputer and some control elements, photoelectrical coupler, power amplification circuit, compositions such as synchro source signal and welding main circuit, master control borad is by single-chip microcomputer, latch, memory, and some softwares are formed, it receives welding signal, size to welding current, parameter calculation process such as time, export the constant electric current then, it is characterized in that: photoelectrical coupler is made up of photoelectric tube U1 and some electronic components, the signal a of coming takes place from welding signal, b is serially connected in the input of U1,1 pin of U1 output termination master control borad; The time set device is made up of diode and driver chuck switch, and its output connects master control borad 7 pin; Comparison circuit is by variable resistor and change-over switch, and rectification circuit is formed, and it receives the feedback current of welding major loop, with setting electric current or comparison electric current by the central point O of change-over switch, connects master control borad 6 pin; The synchronizing signal power supply is made up of rectification circuit and triode, it will be after treatment satisfactory master control borad working power, cpu power correspondence respectively connects master control borad 3 and 4,5 pin are ground wire; Power amplification circuit is by controllable silicon 3CT, compositions such as photoelectric tube U2, and master control borad is handled, signal connects the U2 input by 2 pin after the computing, and the output of U2 connects the D of 3CT, F pin, and output C, the G of power amplifier meets C ', the G ' of welding major loop KS; The welding main circuit is by KS, B1, and CT and R6 form, and primary current is by feeding back to the input of comparison circuit with CT and the R6 two ends that connect, secondary A, the B of B1 take over a job moving electrode and fixed electrode.
CN 98226325 1998-03-31 1998-03-31 Microcomputer control rolling welding machine for reinforced bar framework of reinforced concrete pile, pipe and bar Expired - Fee Related CN2333476Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 98226325 CN2333476Y (en) 1998-03-31 1998-03-31 Microcomputer control rolling welding machine for reinforced bar framework of reinforced concrete pile, pipe and bar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 98226325 CN2333476Y (en) 1998-03-31 1998-03-31 Microcomputer control rolling welding machine for reinforced bar framework of reinforced concrete pile, pipe and bar

Publications (1)

Publication Number Publication Date
CN2333476Y true CN2333476Y (en) 1999-08-18

Family

ID=33976863

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 98226325 Expired - Fee Related CN2333476Y (en) 1998-03-31 1998-03-31 Microcomputer control rolling welding machine for reinforced bar framework of reinforced concrete pile, pipe and bar

Country Status (1)

Country Link
CN (1) CN2333476Y (en)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101602140B (en) * 2009-03-09 2011-06-01 凌德祥 Electrode component of sliding welding machine
CN101602143B (en) * 2009-03-09 2011-11-23 凌德祥 Sliding welding machine
CN102441749A (en) * 2010-09-30 2012-05-09 江苏江桥机械制造有限公司 Wire-releasing type synchronous mechanism for automatic reducing rolling welding machine
CN102458711A (en) * 2009-05-28 2012-05-16 Mep意大利美普机械制造有限公司 Machine to make reinforcement cages, welding device to make reinforcement cages and relative producti
CN101648250B (en) * 2008-08-14 2012-10-31 孟祥建 Automatic diameter changing device for longitudinal ribs of tapered electric pole welding machine
CN105817813A (en) * 2015-07-29 2016-08-03 朱玉兵 Novel welding device
CN110193653A (en) * 2018-06-26 2019-09-03 浙江核芯泵业有限公司 Welder in petrochemical industry residual oil filter core production equipment
CN110614422A (en) * 2019-09-27 2019-12-27 安徽企路石工程技术开发有限公司 Road and bridge steel reinforcement cage welding device
CN110614423A (en) * 2019-09-27 2019-12-27 安徽企路石工程技术开发有限公司 Welding method for building reinforcement cage
CN110614421A (en) * 2019-09-27 2019-12-27 安徽企路石工程技术开发有限公司 Reinforcing bar cage winds muscle distribution mechanism for building
CN111805240A (en) * 2019-04-11 2020-10-23 安平县燕赵矿筛网业有限公司 Filter element skeleton welding machine

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101648250B (en) * 2008-08-14 2012-10-31 孟祥建 Automatic diameter changing device for longitudinal ribs of tapered electric pole welding machine
CN101602140B (en) * 2009-03-09 2011-06-01 凌德祥 Electrode component of sliding welding machine
CN101602143B (en) * 2009-03-09 2011-11-23 凌德祥 Sliding welding machine
CN102458711A (en) * 2009-05-28 2012-05-16 Mep意大利美普机械制造有限公司 Machine to make reinforcement cages, welding device to make reinforcement cages and relative producti
CN102441749A (en) * 2010-09-30 2012-05-09 江苏江桥机械制造有限公司 Wire-releasing type synchronous mechanism for automatic reducing rolling welding machine
CN102441749B (en) * 2010-09-30 2015-05-20 江苏江桥机械制造有限公司 Wire-releasing type synchronous mechanism for automatic reducing rolling welding machine
CN105817813A (en) * 2015-07-29 2016-08-03 朱玉兵 Novel welding device
CN110193653A (en) * 2018-06-26 2019-09-03 浙江核芯泵业有限公司 Welder in petrochemical industry residual oil filter core production equipment
CN110193653B (en) * 2018-06-26 2022-05-03 浙江核芯流体装备有限公司 Welding device in production equipment of petrochemical residual oil filtering core
CN111805240A (en) * 2019-04-11 2020-10-23 安平县燕赵矿筛网业有限公司 Filter element skeleton welding machine
CN110614422A (en) * 2019-09-27 2019-12-27 安徽企路石工程技术开发有限公司 Road and bridge steel reinforcement cage welding device
CN110614423A (en) * 2019-09-27 2019-12-27 安徽企路石工程技术开发有限公司 Welding method for building reinforcement cage
CN110614421A (en) * 2019-09-27 2019-12-27 安徽企路石工程技术开发有限公司 Reinforcing bar cage winds muscle distribution mechanism for building
CN110614423B (en) * 2019-09-27 2022-04-05 安徽企路石工程技术开发有限公司 Construction reinforcement cage welding method

Similar Documents

Publication Publication Date Title
CN2333476Y (en) Microcomputer control rolling welding machine for reinforced bar framework of reinforced concrete pile, pipe and bar
CN101712093B (en) Open gear ring type all position automatic welding device
CN101823109A (en) Double-reinforcement parallel-winding full-automatic reinforced concrete pipe reinforcement cage seam welder
CN202317415U (en) Automatic winding and spot welding device for winding bars on electric pole
CN203475422U (en) Concrete tubular pile extension device
CN105569270B (en) high-strength arc truss structure
CN2846027Y (en) Alignment clamp for large caliber pipe
CN206747869U (en) Reinforced mesh weld mold
CN203188196U (en) Crawler-type dynamic compaction machine and gooseneck boom device thereof
CN206286728U (en) A kind of gilled radiator header robot welding system
CN210857941U (en) Lifting device for housing construction
CN210457164U (en) Handling device for small prefabricated part
CN213695019U (en) Tubular lifting hook
CN207660101U (en) A kind of novel prefabricated assembled frame joint
CN212649059U (en) T-connection structure for newly-built double-loop and built line old tower
CN213175043U (en) 5G power transmission tower steel structure support of superhigh strength
CN208072243U (en) A kind of novel pipe culvert jointing device
CN219412066U (en) Angle steel connecting node of power transmission tower
CN208830594U (en) It is a kind of suitable for industrialize shear wall at steel bar combined member
CN208037877U (en) A kind of portable small-sized electrical equipment lifting auxiliary tool
CN205348580U (en) High strength belfast truss structure
CN207331964U (en) A kind of upper side frame of container trailer
CN215212492U (en) Structure for changing common purline into suspension type purline
CN220612149U (en) A mould for processing of pile foundation main reinforcement steel reinforcement cage
CN218258240U (en) Portable tubular product fortune frame car

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee