Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Construction method for adjustable lower hanging point of steel truss
The invention discloses a construction method for an adjustable lower hanging point of a steel truss, and relates to the technical field of steel structure engineering, a device used in the construction method comprises a hanging structure, the hanging structure comprises a first spring, a first steel channel is welded to one end of the first spring, a second steel channel is welded to one end of the first spring, and a second steel channel is welded to the other end of the first spring; a steel truss system steel frame beam is clamped to the other sides of the first springs, second channel steel is welded to one side of the first channel steel, third channel steel is welded to the interior of the second channel steel, fourth channel steel is welded to the other end of the third channel steel, and second springs are welded to the side wall of the fourth channel steel; a transfer layer structure is arranged below the hanging structure, the transfer layer structure comprises fifth channel steel, and the fifth channel steel is welded to the lower portion of the third channel steel. The structural characteristics of the steel truss are fully utilized, the stress state of an original steel structure is not damaged, and hanging point systems of different sizes can be manufactured according to the size of a steel truss beam to meet the construction requirement.
本发明公开了一种钢桁架可调节下挂点施工方法，涉及钢结构工程技术领域，所述施工方法使用的装置包括吊挂结构，所述吊挂结构包括第一弹簧，所述第一弹簧的一端焊接有第一槽钢，所述第一弹簧的一端焊接有第一槽钢，所述第一弹簧的另一侧卡接有钢桁架体系钢架梁，所述第一槽钢的一侧焊接有第二槽钢，所述第二槽钢的内部焊接有第三槽钢，所述第三槽钢的另一端焊接有第四槽钢，所述第四槽钢的侧壁焊接有第二弹簧，所述吊挂结构的下方设有转换层结构，转换层结构包括有第五槽钢，所述第五槽钢焊接在第三槽钢的下方，本发明，充分利用钢桁架本身结构特点，不破环原有钢结构受力状态，可根据钢桁架梁尺寸，制作不同尺寸的吊点系统满足施工需求。
Construction method for adjustable lower hanging point of steel truss
The invention discloses a construction method for an adjustable lower hanging point of a steel truss, and relates to the technical field of steel structure engineering, a device used in the construction method comprises a hanging structure, the hanging structure comprises a first spring, a first steel channel is welded to one end of the first spring, a second steel channel is welded to one end of the first spring, and a second steel channel is welded to the other end of the first spring; a steel truss system steel frame beam is clamped to the other sides of the first springs, second channel steel is welded to one side of the first channel steel, third channel steel is welded to the interior of the second channel steel, fourth channel steel is welded to the other end of the third channel steel, and second springs are welded to the side wall of the fourth channel steel; a transfer layer structure is arranged below the hanging structure, the transfer layer structure comprises fifth channel steel, and the fifth channel steel is welded to the lower portion of the third channel steel. The structural characteristics of the steel truss are fully utilized, the stress state of an original steel structure is not damaged, and hanging point systems of different sizes can be manufactured according to the size of a steel truss beam to meet the construction requirement.
本发明公开了一种钢桁架可调节下挂点施工方法，涉及钢结构工程技术领域，所述施工方法使用的装置包括吊挂结构，所述吊挂结构包括第一弹簧，所述第一弹簧的一端焊接有第一槽钢，所述第一弹簧的一端焊接有第一槽钢，所述第一弹簧的另一侧卡接有钢桁架体系钢架梁，所述第一槽钢的一侧焊接有第二槽钢，所述第二槽钢的内部焊接有第三槽钢，所述第三槽钢的另一端焊接有第四槽钢，所述第四槽钢的侧壁焊接有第二弹簧，所述吊挂结构的下方设有转换层结构，转换层结构包括有第五槽钢，所述第五槽钢焊接在第三槽钢的下方，本发明，充分利用钢桁架本身结构特点，不破环原有钢结构受力状态，可根据钢桁架梁尺寸，制作不同尺寸的吊点系统满足施工需求。
Construction method for adjustable lower hanging point of steel truss
一种钢桁架可调节下挂点施工方法
ZHOU YUNRUI (Autor:in) / SHEN XUSHUANG (Autor:in) / QI SHOUGANG (Autor:in) / CHEN LE (Autor:in) / HU SONGWEI (Autor:in) / GAO FULIANG (Autor:in) / MA ZEJUN (Autor:in) / XU XIAN (Autor:in) / MAN DI (Autor:in) / ZHANG HAIFEI (Autor:in)
26.03.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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