CN106862439A - A kind of production line of steel bar truss floor support plate - Google Patents

A kind of production line of steel bar truss floor support plate Download PDF

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Publication number
CN106862439A
CN106862439A CN201710041212.8A CN201710041212A CN106862439A CN 106862439 A CN106862439 A CN 106862439A CN 201710041212 A CN201710041212 A CN 201710041212A CN 106862439 A CN106862439 A CN 106862439A
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CN
China
Prior art keywords
steel bar
unit
frame
steel
production line
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Granted
Application number
CN201710041212.8A
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Chinese (zh)
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CN106862439B (en
Inventor
王凯乐
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.)
Zhejiang Mingkai Integrated Housing Co.,Ltd.
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Zhejiang Ming Kai Integrated Housing Co Ltd
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Priority to CN201710041212.8A priority Critical patent/CN106862439B/en
Publication of CN106862439A publication Critical patent/CN106862439A/en
Application granted granted Critical
Publication of CN106862439B publication Critical patent/CN106862439B/en
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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
    • B21F27/08Making wire network, i.e. wire nets with additional connecting elements or material at crossings
    • B21F27/10Making wire network, i.e. wire nets with additional connecting elements or material at crossings with soldered or welded crossings
    • 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

Abstract

The invention discloses a kind of production line of steel bar truss floor support plate, including the pay-off unit for setting gradually, resistance straightening unit, abdomen muscle press-bending unit, welding unit, stepping unit, cut cells, output unit, gas welding unit and base plate welding unit, the gas welding unit includes the frame for spacer bar truss, it is fixedly connected on frame and drives bearing horizontal reinforcement and bearing vertical reinforcement to contradict the drive mechanism of steel bar girder end, and it is connected to frame and the solderer for bearing horizontal reinforcement and bearing vertical reinforcement to be welded in steel bar girder, the present invention drives bearing horizontal reinforcement and bearing vertical reinforcement to contradict the end to steel bar girder by drive mechanism, then bonding machine is passed through again by bearing horizontal reinforcement and bearing vertical reinforced-bar-welding in the end of unshaped steel bar girder, staff is facilitated to weld.

Description

A kind of production line of steel bar truss floor support plate
Technical field
The present invention relates to steel bar truss floor support plate manufacturing technology field, more particularly to a kind of production of steel bar truss floor support plate Line.
Background technology
Steel bar truss floor support plate belongs to a kind of without support die mould combination floor support plate, and it includes contour plate and is welded on contour plate On steel bar girder, steel bar girder again main include winding up reinforcing bar, lower edge reinforcing bar, the web member reinforcing bar for connecting the above two, with And it is arranged on the bearing horizontal reinforcement and bearing vertical reinforcement of former three end.
Steel bar truss floor support plate compared with traditional cast-in-situ floor, under the conditions of equal design, the direct cost of floor(Including mould Plate expense, live reinforcing bar take, concrete expense, support expense)With being averagely higher by about 10 ~ 20 yuan/m2;But made from the synthesis of floor Valency is analyzed, and because live colligation workload reduces 60%~70%, the duration can be greatly shortened, and is reduced manpower consumption, machinery and is disappeared Consumption, so as to reduce the overall cost of project;Due to being supported without scaffold and bed die, building can simultaneously be constructed and be handed over multilayer Fork operation, can be greatly improved efficiency of construction.
The manufacture of steel bar girder is previously mentioned in notification number is for the utility model of CN201940807U, and this application patent is public A kind of automatic production line for steel trusses is opened, it includes pay-off unit, resistance straightening unit, abdomen muscle press-bending unit, welding unit, stepping Unit, cut cells, the reinforcing bar that the pay-off unit is set sequentially through resistance straightening unit, abdomen muscle press-bending unit, welding unit, cut Cut unit, stepping unit drives the reinforcing bar to advance, and the output end of the cut cells is provided with finished product output unit.
Existing steel bar truss floor support plate is producing the steel bar girder that obtains also using above-mentioned automatic production line for steel trusses Not there is no bearing horizontal reinforcement and bearing vertical reinforcement, it is necessary to pass through staff use soldering appliance by bearing horizontal reinforcement and Then be placed on contour plate complete steel bar girder in reinforcing bar purlin again by bearing vertical reinforced-bar-welding at the two ends of steel bar girder Both weldering connections are carried out on frame floor support plate welding machine.
In above process, staff holds bearing horizontal reinforcement or bearing vertical reinforcement on the other hand, while another hand Hold soldering appliance carries out welding bearing horizontal reinforcement and bearing vertical reinforcement, work to the two ends of unshaped steel bar girder one by one Intensity is very big, low production efficiency.
The content of the invention
It is an object of the invention to provide a kind of production line of steel bar truss floor support plate, will branch with facilitating staff to weld Seat horizontal reinforcement or bearing vertical reinforced-bar-welding to unshaped steel bar girder two ends purpose.
Above-mentioned technical purpose of the invention technical scheme is that:A kind of steel bar truss floor support plate Production line, including pay-off unit, resistance straightening unit, abdomen muscle press-bending unit, welding unit, stepping unit, the shearing list for setting gradually Unit, output unit, gas welding unit and base plate welding unit, the gas welding unit include the frame for spacer bar truss, Gu Surely it is connected to frame and drives bearing horizontal reinforcement and bearing vertical reinforcement to contradict drive mechanism, the Yi Jilian of steel bar girder end It is connected to frame and the solderer for bearing horizontal reinforcement and bearing vertical reinforcement to be welded in steel bar girder.
By above-mentioned technical proposal, drive mechanism drives bearing horizontal reinforcement and bearing vertical reinforcement to contradict to steel bar girder End, then bearing horizontal reinforcement upper end is welded on the upper end of steel bar girder by bonding machine again, while bearing vertical steel Muscle is welded on the right and left of steel bar girder, can automatically to bearing horizontal reinforcement and reinforcing bar by drive mechanism and welding mechanism Truss is welded and bearing vertical reinforcement is welded with steel bar girder, and then facilitates the welding operation of staff, Reduce labour intensity, improve production efficiency.
It is of the invention further:Also include the steel for being welded into T-steel muscle of bearing horizontal reinforcement and bearing vertical reinforcement Muscle welding unit, the drive mechanism drives T-steel muscle to contradict steel bar girder end.
By above-mentioned technical proposal, on the one hand cause that bearing horizontal reinforcement is connected with bearing vertical reinforcement, improves reinforcing bar The structural strength of truss floor support plate, in addition staff bearing horizontal reinforcement and bearing vertical reinforcement are first welded into T-steel Muscle, then after being arranged to be connected, be easy to driving mechanisms control and drive entirety, without controlling and drives two monomers.
It is of the invention further:The frame is provided with conveyer belt and is provided with the stepping electricity for driving the conveyer belt to rotate Machine, the conveyer belt is provided with the standing groove for inlay card steel bar girder, and the standing groove is corresponding with drive mechanism.
By above-mentioned technical proposal, be placed on steel bar girder in standing groove by staff, by stepper motor can between Disconnected property drives the steel bar girder movement at rear, and when not driving conveyer belt to transmit, bonding machine has carried out T to the steel bar girder in front Welding job between steel bar and steel bar girder.
It is of the invention further:The drive mechanism includes the sliding rack set along vertical steel bar girder direction of transfer, turns Dynamic two claws for being connected to sliding rack, driving the claw cylinder and driving to clamp or release T-steel muscle close to each other Sliding rack is close to or is located remote from the hydraulic cylinder of groove.
By above-mentioned technical proposal, two claws of air cylinder driven clamp T-steel muscle, then by Driven by Hydraulic Cylinder sliding rack court Slided to standing groove, finally cause that T-steel muscle is contradicted to steel bar girder end, then welded by solderer, reach T-steel muscle The purpose being connected with steel bar girder.
It is of the invention further:The cylinder piston rod is hinged with two hinge bars being symmetrical set, one of hinge Extension bar is articulated with a claw away from one end of cylinder piston rod, and another hinge bar is articulated with away from one end of cylinder piston rod Another claw.
By above-mentioned technical proposal, cylinder piston rod extension drives hinge bar to rotate so that the front end of two claws is mutual It is close to, and then by T-shaped steel bar clamping, then can be slided by Driven by Hydraulic Cylinder sliding rack, sliding rack drives cylinder and T-steel muscle Move near steel bar girder, and then reach and gas welding can be carried out by solderer, piston rod is shunk when gas welding finishes exhaust hood, unclamp After T-steel muscle, sliding rack is moved rearwards by by hydraulic cylinder, and stepper motor can drive conveyer belt to transmit the reinforcing bar purlin welded Frame, continues the welding of next steel bar girder.
It is of the invention further:The output unit be included on steel bar girder production line be connected to cut cells after Support frame, it is arranged on support frame and for steel bar girder to be routed up the switching mechanism of support frame and under switching mechanism Just and for the splicing frame of access steel bar girder, the splicing frame is inclined to set downwards by switching mechanism, and the splicing frame Inclination lower end be removably connected with the backgauge portion that is vertically arranged.
By above-mentioned technical proposal, the steel bar girder after switching mechanism cuts off cut cells is turned in splicing frame, while Backgauge portion can limit steel bar girder and be dropped from splicing frame, such that it is able to first be hung some steel bar girder heaps again Transport on conveyer belt.
It is of the invention further:The splicing frame surface is removably connected with manganese steel plate.
By above-mentioned technical proposal, manganese steel plate has wear-resisting characteristic, when on the one hand producing friction and steel bar girder between Do not allow easy to wear, it is thus possible to avoid splicing frame from being worn, on the other hand can be dismantled from splicing frame when after manganese steel plate abrasion Get off, can be continuing with after replacing.
In sum:The present invention has lower advantage:One is to drive bearing horizontal reinforcement and bearing perpendicular by drive mechanism The end to steel bar girder is contradicted to reinforcing bar, then bearing horizontal reinforcement and bearing vertical reinforced-bar-welding are existed by bonding machine again The end of unshaped steel bar girder, facilitates staff to weld;Secondly being to be easy to some steel bar girder heaps by switching mechanism Product is got up, then by driving a vehicle in its handling to conveyer belt, and under conditions of switching mechanism upset dynamics is controlled, unshaped Steel bar girder can stack, will not be in disorder;Thirdly being that can reach not needing work by conveyer belt and stepper motor Personnel move the purpose of unshaped steel bar girder.
Brief description of the drawings
Fig. 1 is the structural representation that embodiment is used to embody cut cells, output unit and gas welding unit;
Fig. 2 is the structural representation that embodiment is used to embody gas welding unit;
Fig. 3 is embodiment for embodying the structural representation of the structural representation of cut cells and output unit;
Fig. 4 is the structural representation of embodiment;
Fig. 5 is the structural representation that embodiment is used to embody steel bar girder.
Reference:1st, steel bar girder;11st, T-steel muscle;2nd, output unit 21, switching mechanism;211st, rotating bar;212、 Motor;213rd, turnover panel;214th, splicing frame;2141st, backgauge portion;2142nd, manganese steel plate;3rd, frame;31st, conveyer belt;311st, put Put groove;4th, drive mechanism;41st, sliding rack;42nd, claw;43rd, cylinder;44th, hydraulic cylinder;45th, hinge bar;5th, solderer;6th, shear Unit.
Specific embodiment
The present invention is described in further detail below in conjunction with accompanying drawing.
A kind of production line of steel bar truss floor support plate, referring to shown in Fig. 1 and Fig. 4, including set gradually pay-off unit, rectify Straight unit, abdomen muscle press-bending unit, welding unit, stepping unit, cut cells 6, output unit 2, gas welding unit and base plate welding Unit.Pay-off unit is each unreeled for wind up reinforcing bar, lower edge reinforcing bar and web member reinforcing bar;Resistance straightening unit is used for unreeling out Arch steel is aligned;Abdomen muscle press-bending unit can bend to web member reinforcing bar;Be respectively welded for web member reinforcing bar by welding unit In winding up reinforcing bar and lower edge reinforcing bar then tentatively obtains steel bar girder 1;Stepping unit is used to pull steel bar girder 1;Cut cells 6 For being cut off after the length of certain steel bar girder 1 is pulled out;Output unit 2 then removes the steel bar girder 1 after cut-out And collect.
Referring to Fig. 1 to 3, the present embodiment output unit 2 includes support frame, switching mechanism 21 and splicing frame 214, and support sets up Be placed in after cut cells 6, for support cut after unfashioned steel bar girder 1;Switching mechanism 21 include rotating bar 211, The turnover panel 213 set along the length direction of rotating bar 211 and the motor 212 for being fixedly connected on the end of rotating bar 211.Turn Lever 211 is rotationally connected with the side of support frame by bearing, and turnover panel 213 is located on support frame, and splicing frame 214 is fixedly connected branch Support and with rotating bar 211 in homonymy set, splicing frame 214 be in downward-sloping setting, while surface by fastener it is removable Unload and be connected with manganese steel plate 2142;The backgauge portion 2141 being vertically arranged is fixedly connected with the inclination lower end of splicing frame 214.When not into Shape steel bar girder 1 pulled onto the turnover panel 213 of support frame and be cut off after, motor 212 drive rotating bar 211 rotate, And then unshaped steel bar girder 1 can be turned to turnover panel 213 limitation and the branch on splicing frame 214 and by backgauge portion 2141 Support, unshaped steel bar girder 1 can be built in the inclination lower end of splicing frame 214, just by row after it reaches certain amount Car handling walks to carry out next step gas welding operation;And under conditions of the upset dynamics of switching mechanism 21 is controlled, unfashioned reinforcing bar purlin Frame 1 can be stacked, i.e., socket is got up one by one, will not be in disorder.
Gas welding unit includes frame 3, drive mechanism 4 and solderer 5;Conveyer belt 31 is rotatably connected in frame 3, and is pacified Equipped with the stepper motor for driving the discontinuity of conveyer belt 31 to rotate, its direction of transfer is provided with some standing grooves on conveyer belt 31 311, standing groove 311 is used to place and inlay card steel bar girder 1, steel bar girder 1 can be sent into drive by the transmission of conveyer belt 31 At motivation structure 4 and solderer 5.
Drive mechanism 4 includes sliding rack 41, hydraulic cylinder 44, cylinder 43 and two claws 42, and the wherein bottom of sliding rack 41 sets It is equipped with sliding bar, sliding bar is slidably connected frame 3 along the transmission direction of vertical conveyors 31, and then realizes that sliding rack 41 can be with respect to machine Frame 3 is moved;Hydraulic cylinder 44 is fixedly connected on sliding rack 41 back to the one side of frame 3, and sliding rack 41 can be driven by hydraulic cylinder 44 It is close to or away from frame 3.
Cylinder 43 be fixedly connected with the inside of sliding rack 41 and it is in horizontally disposed, the piston rod of cylinder 43 is set towards frame 3, The end of the piston rod of cylinder 43 has one in front and one in back been respectively articulated with a hinge bar 45, wherein a hinge bar 45 is lived away from cylinder 43 One end of stopper rod is articulated with a middle part for catching, and claw 42 is articulated with sliding rack 41 away from the one end of frame 3, and another is hinged Bar 45 is articulated with the middle part of another claw 42 away from one end of the piston rod of cylinder 43, and this claw 42 is away from one end of frame 3 It is articulated with inside sliding bar, two claws 42 are symmetrical set;The piston rod of cylinder 43 extension drives hinge bar 45 to rotate so that two The front end of individual claw 42 is close to each other.Staff is only needed T-steel muscle 11 during beginning(, referring to Fig. 5, it is by propping up for T-steel muscle 11 The reinforcement welding unit for being welded into T-steel muscle 11 of seat horizontal reinforcement and bearing vertical reinforcement is obtained in advance)It is placed on two cards Between pawl, cylinder 43 drives two claws 42 to clamp T-steel muscle 11, then drives sliding rack 41 to slide by hydraulic cylinder 44, sliding Move frame 41 cylinder 43 and T-steel muscle 11 are driven near steel bar girder 1, and then reach and gas welding can be carried out by solderer 5, when Gas welding finishes exhaust hood 43 and shrinks piston rod, and after unclamping T-steel muscle 11, sliding rack 41 is moved rearwards by by hydraulic cylinder 44, stepping Motor can drive conveyer belt 31 to transmit the steel bar girder 1 for having welded, and continue the welding of next steel bar girder 1.
After T-steel muscle 11 has been welded at the two ends of the welding of unshaped steel bar girder 1 is enhanced structure, staff is just Lifted to and be placed with the steel bar truss floor support plate welding machine of contour plate, be arranged in parallel in along its width on one piece of contour plate Three complete steel bar girders 1, being then turned on steel bar truss floor support plate welding machine carries out the welding operation of base plate welding unit.
This specific embodiment is only explanation of the invention, and it is not limitation of the present invention, people in the art Member can make the modification without creative contribution to the present embodiment as needed after this specification is read, but as long as at this All protected by Patent Law in the right of invention.

Claims (7)

1. a kind of production line of steel bar truss floor support plate, including pay-off unit, resistance straightening unit, the abdomen muscle press-bending list for setting gradually Unit, welding unit, stepping unit, cut cells(6), output unit(2), gas welding unit and base plate welding unit, its feature exists In the gas welding unit includes being used for spacer bar truss(1)Frame(3), it is fixedly connected on frame(3)And drive bearing water Flat reinforcing bar and bearing vertical reinforcement contradict steel bar girder(1)The drive mechanism of end(4)And it is connected to frame(3)And be used for Bearing horizontal reinforcement and bearing vertical reinforcement are welded in steel bar girder(1)Solderer(5).
2. the production line of a kind of steel bar truss floor support plate according to claim 1, it is characterised in that also including by bearing water Flat reinforcing bar and bearing vertical reinforcement are welded into T-steel muscle(11)Reinforcement welding unit, the drive mechanism(4)Drive T-shaped Reinforcing bar(11)Contradict steel bar girder(1)End.
3. a kind of production line of steel bar truss floor support plate according to claim 2, it is characterised in that the frame(3)If There is conveyer belt(31)And it is provided with the driving conveyer belt(31)The stepper motor of rotation, the conveyer belt(31)Be provided with for Inlay card steel bar girder(1)Standing groove(311), the standing groove(311)With drive mechanism(4)It is corresponding.
4. a kind of production line of steel bar truss floor support plate according to claim 3, it is characterised in that the drive mechanism (4)Including along vertical steel bar girder(1)The sliding rack that direction of transfer is set(41), be rotationally connected with sliding rack(41)Two card Pawl(42), drive claw(42)It is close to each other clamping or release T-steel muscle(11)Cylinder(43)And drive sliding rack (41)It is close to or is located remote from groove(311)Hydraulic cylinder(44).
5. a kind of production line of steel bar truss floor support plate according to claim 4, it is characterised in that the cylinder(43)It is living Stopper rod is hinged with two hinge bars being symmetrical set(45), one of hinge bar(45)Away from cylinder(43)The one of piston rod End is articulated with a claw(42), another hinge bar(45)Away from cylinder(43)One end of piston rod is articulated with another claw (42).
6. a kind of production line of steel bar truss floor support plate according to claim 5, it is characterised in that the output unit (2)It is included in steel bar girder(1)Cut cells is connected on production line(6)Support frame afterwards(214), be arranged at support frame (214)It is upper and for by steel bar girder(1)Rout up support frame(214)Switching mechanism(21)And positioned at switching mechanism(21) Lower section and for access steel bar girder(1)Splicing frame(214), the splicing frame(214)By switching mechanism(21)It is in downwards to incline Tiltedly set, and the splicing frame(214)Inclination lower end be removably connected with the backgauge portion that is vertically arranged(2141).
7. a kind of production line of steel bar truss floor support plate according to claim 6, it is characterised in that the splicing frame (214)Surface is removably connected with manganese steel plate(2142).
CN201710041212.8A 2017-01-20 2017-01-20 A kind of production line of steel bar truss floor support plate Active CN106862439B (en)

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CN106862439B CN106862439B (en) 2018-06-22

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108581307A (en) * 2018-06-15 2018-09-28 建科机械(天津)股份有限公司 A kind of welder
CN109732247A (en) * 2018-04-16 2019-05-10 张波 Steel pipe truss production line
CN110886496A (en) * 2019-10-18 2020-03-17 湖南耐普特科技有限公司 Assembly equipment for floor support plate
CN112317986A (en) * 2020-11-09 2021-02-05 厦门中构新材料科技股份有限公司 Control system of full-automatic steel bar truss floor carrier plate production line
CN112658420A (en) * 2020-11-30 2021-04-16 广东亿德兴工程建设有限公司 Reinforcement cage forming method based on brazing
CN112792618A (en) * 2020-12-17 2021-05-14 贵州航天风华实业有限公司 Short beam production system and short beam production and manufacturing method
CN113909918A (en) * 2021-11-25 2022-01-11 河北华洋精工机械制造有限公司 Production line for steel bar truss floor bearing plate

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4343981A (en) * 1980-09-08 1982-08-10 Connolly James D Resistance welding machine
CN102134907A (en) * 2010-12-31 2011-07-27 中铁二局股份有限公司 Construction method of steel bar truss floor support plate
CN201940807U (en) * 2010-12-27 2011-08-24 广州市裕丰建筑工程机械制造有限公司 Automatic production line for steel trusses
CN202667904U (en) * 2012-06-21 2013-01-16 武强 Point welding machine for triangular truss
CN103240518A (en) * 2013-04-22 2013-08-14 南京理工大学 Special single-beat welding machine for steel bar trusses
CN203526417U (en) * 2013-07-30 2014-04-09 河北骄阳丝网设备有限责任公司 Fully automatic steel mesh welding production line
CN105382149A (en) * 2015-12-02 2016-03-09 湖南三一快而居住宅工业有限公司 Welding production line for reinforcing mesh

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4343981A (en) * 1980-09-08 1982-08-10 Connolly James D Resistance welding machine
CN201940807U (en) * 2010-12-27 2011-08-24 广州市裕丰建筑工程机械制造有限公司 Automatic production line for steel trusses
CN102134907A (en) * 2010-12-31 2011-07-27 中铁二局股份有限公司 Construction method of steel bar truss floor support plate
CN202667904U (en) * 2012-06-21 2013-01-16 武强 Point welding machine for triangular truss
CN103240518A (en) * 2013-04-22 2013-08-14 南京理工大学 Special single-beat welding machine for steel bar trusses
CN203526417U (en) * 2013-07-30 2014-04-09 河北骄阳丝网设备有限责任公司 Fully automatic steel mesh welding production line
CN105382149A (en) * 2015-12-02 2016-03-09 湖南三一快而居住宅工业有限公司 Welding production line for reinforcing mesh

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109732247A (en) * 2018-04-16 2019-05-10 张波 Steel pipe truss production line
CN108581307A (en) * 2018-06-15 2018-09-28 建科机械(天津)股份有限公司 A kind of welder
CN108581307B (en) * 2018-06-15 2024-02-27 建科机械(天津)股份有限公司 Welding device
CN110886496A (en) * 2019-10-18 2020-03-17 湖南耐普特科技有限公司 Assembly equipment for floor support plate
CN112317986A (en) * 2020-11-09 2021-02-05 厦门中构新材料科技股份有限公司 Control system of full-automatic steel bar truss floor carrier plate production line
CN112317986B (en) * 2020-11-09 2023-08-04 厦门中构新材料科技股份有限公司 Control system of full-automatic steel bar truss floor carrier plate production line
CN112658420A (en) * 2020-11-30 2021-04-16 广东亿德兴工程建设有限公司 Reinforcement cage forming method based on brazing
CN112792618A (en) * 2020-12-17 2021-05-14 贵州航天风华实业有限公司 Short beam production system and short beam production and manufacturing method
CN113909918A (en) * 2021-11-25 2022-01-11 河北华洋精工机械制造有限公司 Production line for steel bar truss floor bearing plate

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Address after: Tongxiang City, Jiaxing City, Zhejiang Province Road 314000 Lung Street No. 158 soap

Patentee after: Zhejiang Mingkai Integrated Housing Co.,Ltd.

Address before: Tongxiang City, Jiaxing City, Zhejiang Province Road 314000 Lung Street No. 158 soap

Patentee before: ZHEJIANG MINGKAI INTEGRATED HOUSING Co.,Ltd.