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Steel bar and angle iron truss welding device and construction method thereof

A welding device and steel bar technology, which is applied in the field of steel structures, can solve the problems that the dimensional accuracy requirements of steel bar angle steel trusses cannot be guaranteed, the appearance of welding seams is not good, and the steel bar angle steel trusses cannot be realized, so as to realize mechanized and automated production and improve labor Conditions, effect of dimensional accuracy guarantee

Pending Publication Date: 2018-09-07
浙江东南网架股份有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

If there is no reliable positioning and clamping device, the dimensional accuracy requirements of the steel angle steel truss after welding cannot be guaranteed
The traditional manual operation is used to complete the welding of the connection between the steel bar and the angle steel. After welding, the appearance of the weld seam is not good, and manual grinding is still required, and the efficient flow construction of the steel angle steel truss cannot be realized.

Method used

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  • Steel bar and angle iron truss welding device and construction method thereof
  • Steel bar and angle iron truss welding device and construction method thereof
  • Steel bar and angle iron truss welding device and construction method thereof

Examples

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Embodiment 1

[0035] Embodiment 1: As shown in the figure, a welding device for a reinforced angle steel truss includes a reinforced angle steel truss 1. The reinforced angle steel truss 1 is provided with a pneumatic clamping component 2, a rotatable positioning component 3 and a reinforcing steel guiding positioning component 4 , The left side of the pneumatic clamping assembly 2 is provided with a rotatable positioning assembly 3, and the right side of the pneumatic clamping assembly 2 is provided with a rebar guide positioning assembly 4;

[0036] The pneumatic clamping assembly 2 includes a conveying cantilever 5 that is movably positioned with the reinforced angle steel truss 1, and the conveying cantilever 5 provides displacement power through the pneumatic assembly 6;

[0037] The rotatable positioning assembly 3 includes a rotating frame 7, and the rotating frame 7 is provided with a rotating member 8 that is movable and rotationally positioned with the reinforced angle steel truss 1;

[...

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PUM

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Abstract

The invention relates to steel bar and angle iron welding construction in a novel steel plate combined shear wall structure, is mainly applied to steel bar and angle iron welding construction in the novel steel plate combined shear wall structure, and belongs to the field of steel structures. A steel bar and angle iron truss is included and internally provided with a pneumatic clamping assembly, arotary positioning assembly and a steel bar guiding and positioning assembly, wherein the rotary positioning assembly is arranged on the left side of the pneumatic clamping assembly, and the steel bar guiding and positioning assembly is arranged on the right side of the pneumatic clamping assembly. According to a steel bar and angle iron truss welding device and a construction method thereof, thestructure is compact, operation is convenient, and the structure is firmer.

Description

Technical field [0001] The invention relates to a welding construction of steel bars and angle steels in a new steel plate combined shear wall structure, which is mainly applied to the welding construction of steel bars and angle steels in a new steel plate combined shear wall structure, and belongs to the field of steel structures. Background technique [0002] The reinforced angle steel truss involved in the present invention is located in a new type of steel plate combined shear wall structure. In the steel plate composite shear wall structure, there are multiple sets of reinforced angle steel trusses, the internal steel angle steel truss spacing L≤50t (t is the thickness of the wall steel plate), the angle steel size is L40×4, and the steel bar diameter is Φ=6-8mm. Due to the requirements of the reinforced angle steel truss structure, it is necessary to complete the welding of the connection weld between the steel bar and the angle steel, and the strength of the connection we...

Claims

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Application Information

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IPC IPC(8): B23K28/02B23K31/02B23K37/04
CPCB23K28/02B23K31/02B23K37/0443
Inventor 周观根杨弘生吴志新刘贵旺王永梅储备
Owner 浙江东南网架股份有限公司