Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Spaced-limited steel structure embedded part capable of bearing large tension
The invention discloses a space-limited steel structure embedded part capable of bearing large tension. The space-limited steel structure embedded part comprises an embedded steel plate exposed out of the surface of concrete, and an anchoring rib, a large stiffening plate and a small stiffening plate which are embedded in the concrete; one end of the anchoring rib is welded to the embedded steel plate, and an end plate is welded to the other end of the anchoring rib; the large stiffening plate is welded to the center of the inner side of the embedded steel plate; studs are uniformly distributed on the periphery of the large stiffening plate; and a connecting sleeve is additionally arranged at the corresponding position of the large stiffening plate at the position where a vertical stressed steel bar in a column or a beam is divided into an upper section and a lower section by the large stiffening plate, and meanwhile, the small stiffening plate is additionally arranged on the large stiffening plate. The space-limited steel structure embedded part capable of bearing the large tension effectively solves the problem that a traditional steel structure embedded part is insufficient in tension, pull rod pieces of the embedded part are reduced, and meanwhile the problem that an added large stiffening plate collides with a vertical steel bar is also solved.
一种能承受大拉力空间受限的钢结构预埋件，包括露于混凝土表面的预埋钢板，埋设于混凝土内部的锚固筋、大加劲板和小加劲板；所述锚固筋的一端与预埋钢板焊接，其另一端焊接端头板；所述大加劲板焊接于预埋钢板内侧中心位置；所述大加劲板的周围均布有栓钉；在大加劲板把柱或者梁内的竖向受力钢筋断开分为上下两节的位置上，大加劲板在其相应位置增设连接套筒，同时在大加劲板上增设小加劲板。该一种能承受大拉力空间受限的钢结构预埋件有效地解决了传统钢结构预埋件受拉力不足，减少了预埋件拉杆件的同时，也解决了增加的大加劲板与竖向钢筋碰撞问题的技术难题。
Spaced-limited steel structure embedded part capable of bearing large tension
The invention discloses a space-limited steel structure embedded part capable of bearing large tension. The space-limited steel structure embedded part comprises an embedded steel plate exposed out of the surface of concrete, and an anchoring rib, a large stiffening plate and a small stiffening plate which are embedded in the concrete; one end of the anchoring rib is welded to the embedded steel plate, and an end plate is welded to the other end of the anchoring rib; the large stiffening plate is welded to the center of the inner side of the embedded steel plate; studs are uniformly distributed on the periphery of the large stiffening plate; and a connecting sleeve is additionally arranged at the corresponding position of the large stiffening plate at the position where a vertical stressed steel bar in a column or a beam is divided into an upper section and a lower section by the large stiffening plate, and meanwhile, the small stiffening plate is additionally arranged on the large stiffening plate. The space-limited steel structure embedded part capable of bearing the large tension effectively solves the problem that a traditional steel structure embedded part is insufficient in tension, pull rod pieces of the embedded part are reduced, and meanwhile the problem that an added large stiffening plate collides with a vertical steel bar is also solved.
一种能承受大拉力空间受限的钢结构预埋件，包括露于混凝土表面的预埋钢板，埋设于混凝土内部的锚固筋、大加劲板和小加劲板；所述锚固筋的一端与预埋钢板焊接，其另一端焊接端头板；所述大加劲板焊接于预埋钢板内侧中心位置；所述大加劲板的周围均布有栓钉；在大加劲板把柱或者梁内的竖向受力钢筋断开分为上下两节的位置上，大加劲板在其相应位置增设连接套筒，同时在大加劲板上增设小加劲板。该一种能承受大拉力空间受限的钢结构预埋件有效地解决了传统钢结构预埋件受拉力不足，减少了预埋件拉杆件的同时，也解决了增加的大加劲板与竖向钢筋碰撞问题的技术难题。
Spaced-limited steel structure embedded part capable of bearing large tension
一种能承受大拉力空间受限的钢结构预埋件
YANG HUANYUN (Autor:in) / YAO KAICHENG (Autor:in) / ZHANG GUIMEI (Autor:in) / WU HUAZHEN (Autor:in) / WU JIANQUAN (Autor:in)
23.04.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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