Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Processing method for lifting interference of welded ball net rack
The invention discloses a treatment method for welding ball net rack lifting interference. The treatment method comprises the following steps that S1, lifting suspension points are arranged at the lower chord positions of at least two corners of a welding ball net rack; s2, the lifting suspension points are connected with welding balls corresponding to the welding ball net racks through lifting temporary rods; s3, when one end of the diagonal web member is welded to the welding ball where the lifting temporary rod is located, a through opening is formed in the diagonal web member so that the diagonal web member and the lifting temporary rod can be welded together conveniently; s4, the welding ball net rack is lifted to the preset height through the lifting point, one end of a gear filling rod piece is welded to the welding ball where the temporary lifting rod is located, and a through opening is formed in the gear filling rod piece so that the gear filling rod piece and the temporary lifting rod can be welded together conveniently; and S5, the position, away from the welding ball by the preset length, of the temporary lifting rod is cut off. According to the processing method for welding ball net rack lifting interference, stress of the diagonal web members and the gear filling rod pieces is not affected, the connecting joints are reinforced, operation is easy, and safety and reliability in the welding ball net rack lifting process are guaranteed.
一种焊接球网架提升干涉的处理方法，包括如下步骤：S1，在焊接球网架的至少两个边角的下弦位置处布设提升吊点；S2，将提升吊点与焊接球网架对应的焊接球通过提升临时杆连接；S3，斜腹杆的一端在提升临时杆所在的焊接球焊接时，该斜腹杆上开设贯口以方便斜腹杆与提升临时杆也焊接在一起；S4，通过提升吊点将焊接球网架提升到预设的高度，补档杆件一端焊接在提升临时杆所在的焊接球上，补档杆件开设贯口以方便补档杆件与提升临时杆也焊接在一起；S5，对提升临时杆远离焊接球预设长度的位置进行截断操作。该焊接球网架提升干涉的处理方法，不仅不影响斜腹杆及补档杆件的受力而且该连接节点还得到了加强，操作简单，确保了焊接球网架提升过程的安全可靠性。
Processing method for lifting interference of welded ball net rack
The invention discloses a treatment method for welding ball net rack lifting interference. The treatment method comprises the following steps that S1, lifting suspension points are arranged at the lower chord positions of at least two corners of a welding ball net rack; s2, the lifting suspension points are connected with welding balls corresponding to the welding ball net racks through lifting temporary rods; s3, when one end of the diagonal web member is welded to the welding ball where the lifting temporary rod is located, a through opening is formed in the diagonal web member so that the diagonal web member and the lifting temporary rod can be welded together conveniently; s4, the welding ball net rack is lifted to the preset height through the lifting point, one end of a gear filling rod piece is welded to the welding ball where the temporary lifting rod is located, and a through opening is formed in the gear filling rod piece so that the gear filling rod piece and the temporary lifting rod can be welded together conveniently; and S5, the position, away from the welding ball by the preset length, of the temporary lifting rod is cut off. According to the processing method for welding ball net rack lifting interference, stress of the diagonal web members and the gear filling rod pieces is not affected, the connecting joints are reinforced, operation is easy, and safety and reliability in the welding ball net rack lifting process are guaranteed.
一种焊接球网架提升干涉的处理方法，包括如下步骤：S1，在焊接球网架的至少两个边角的下弦位置处布设提升吊点；S2，将提升吊点与焊接球网架对应的焊接球通过提升临时杆连接；S3，斜腹杆的一端在提升临时杆所在的焊接球焊接时，该斜腹杆上开设贯口以方便斜腹杆与提升临时杆也焊接在一起；S4，通过提升吊点将焊接球网架提升到预设的高度，补档杆件一端焊接在提升临时杆所在的焊接球上，补档杆件开设贯口以方便补档杆件与提升临时杆也焊接在一起；S5，对提升临时杆远离焊接球预设长度的位置进行截断操作。该焊接球网架提升干涉的处理方法，不仅不影响斜腹杆及补档杆件的受力而且该连接节点还得到了加强，操作简单，确保了焊接球网架提升过程的安全可靠性。
Processing method for lifting interference of welded ball net rack
焊接球网架提升干涉的处理方法
CHEN HUI (Autor:in) / FAN DENGCHAO (Autor:in) / SHENG YISHAN (Autor:in) / CHEN PENGXU (Autor:in)
12.12.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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