Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Method and structure for reinforcing ultra-large steel concrete beam side mold
The invention discloses a method and a structure for reinforcing an ultra-large steel concrete beam side mold. The method comprises a reinforcing system formed by a large-diameter steel bar cross rodand a specially-made hooked screw rod. The large-diameter steel bar cross rod is welded on a section steel beam stud, and one end of the specially-made hooked screw rod hooks the large-diameter steelbar cross rod; and the other end is fastened on the outer side of a beam side mold main keel steel pipe through a fixed bolt to reinforce the steel concrete beam side mold. The method solves the construction problem that a conventional beam side mold reinforcing method cannot meet the reinforcing requirement of ultra-large steel concrete beams. Potential safety hazards during construction are eliminated, and the construction safety, the quality and the work efficiency of the ultra-large steel concrete beam structure are fundamentally guaranteed. The method has the characteristics of being simple in structure, safe and convenient to construct, time-saving and labor-saving.
本发明公开了一种超大型钢砼梁侧模加固方法和结构，该方法包括大直径钢筋横杆与特制带钩螺杆形成的加固系统。大直径钢筋横杆焊接在型钢梁栓钉上，特制带钩螺杆一端勾住大直径钢筋横杆；另一端通过固定螺栓紧固于梁侧模主龙骨钢管外侧完成钢砼梁侧模加固。本发明解决了常规梁侧模加固方法无法满足超大钢砼梁加固要求的施工难题。消除了施工时的安全隐患，从根本上保证了超大型钢砼梁结构的施工安全、质量及工效。且本发明具有结构简单，施工安全便捷，省时省力的特点。
Method and structure for reinforcing ultra-large steel concrete beam side mold
The invention discloses a method and a structure for reinforcing an ultra-large steel concrete beam side mold. The method comprises a reinforcing system formed by a large-diameter steel bar cross rodand a specially-made hooked screw rod. The large-diameter steel bar cross rod is welded on a section steel beam stud, and one end of the specially-made hooked screw rod hooks the large-diameter steelbar cross rod; and the other end is fastened on the outer side of a beam side mold main keel steel pipe through a fixed bolt to reinforce the steel concrete beam side mold. The method solves the construction problem that a conventional beam side mold reinforcing method cannot meet the reinforcing requirement of ultra-large steel concrete beams. Potential safety hazards during construction are eliminated, and the construction safety, the quality and the work efficiency of the ultra-large steel concrete beam structure are fundamentally guaranteed. The method has the characteristics of being simple in structure, safe and convenient to construct, time-saving and labor-saving.
本发明公开了一种超大型钢砼梁侧模加固方法和结构，该方法包括大直径钢筋横杆与特制带钩螺杆形成的加固系统。大直径钢筋横杆焊接在型钢梁栓钉上，特制带钩螺杆一端勾住大直径钢筋横杆；另一端通过固定螺栓紧固于梁侧模主龙骨钢管外侧完成钢砼梁侧模加固。本发明解决了常规梁侧模加固方法无法满足超大钢砼梁加固要求的施工难题。消除了施工时的安全隐患，从根本上保证了超大型钢砼梁结构的施工安全、质量及工效。且本发明具有结构简单，施工安全便捷，省时省力的特点。
Method and structure for reinforcing ultra-large steel concrete beam side mold
一种超大型钢砼梁侧模加固方法和结构
SUN FUHAI (Autor:in) / LONG HAIWEI (Autor:in) / XU DUNYUE (Autor:in) / ZHAO YUANZHI (Autor:in) / WANG YONG (Autor:in) / YU HAI (Autor:in)
17.07.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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