A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Construction method of spaced-limited steel structure embedded part capable of bearing large tension
The invention discloses a construction method of a space-limited steel structure embedded part capable of bearing large tension. A small stiffening plate and a sleeve on the steel structure embedded part are welded on site, and other components of the embedded part are subjected to finished product machining in a factory; the construction method of the steel structure embedded part comprises the technological processes that A, construction preparation is conducted; B, the embedded part is fixed in place; C, the embedded part is welded to a fixing part; D, a small stiffening plate is installed; E, anti-inclination construction of the embedded part is conducted; F, a mold is sealed; and G, concrete is poured. By means of the construction method, the problem that tension borne by a traditional steel structure embedded part is insufficient is effectively solved, embedded part pull rod pieces are reduced, and meanwhile the technical problem that an added large stiffening plate collides with vertical steel bars is also solved.
一种能承受大拉力空间受限的钢结构预埋件的施工方法，钢结构预埋件除了小劲板、套筒现场焊接外，预埋件的其它构件工厂成品加工；该钢结构预埋件施工方法的工艺流程为：A、施工准备；B、预埋件就位固定；C、焊接预埋件至固定件；D、安装小加劲板；E、预埋件防倾斜施工；F、封模；G、浇筑混凝土。该施工方法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。
Construction method of spaced-limited steel structure embedded part capable of bearing large tension
The invention discloses a construction method of a space-limited steel structure embedded part capable of bearing large tension. A small stiffening plate and a sleeve on the steel structure embedded part are welded on site, and other components of the embedded part are subjected to finished product machining in a factory; the construction method of the steel structure embedded part comprises the technological processes that A, construction preparation is conducted; B, the embedded part is fixed in place; C, the embedded part is welded to a fixing part; D, a small stiffening plate is installed; E, anti-inclination construction of the embedded part is conducted; F, a mold is sealed; and G, concrete is poured. By means of the construction method, the problem that tension borne by a traditional steel structure embedded part is insufficient is effectively solved, embedded part pull rod pieces are reduced, and meanwhile the technical problem that an added large stiffening plate collides with vertical steel bars is also solved.
一种能承受大拉力空间受限的钢结构预埋件的施工方法，钢结构预埋件除了小劲板、套筒现场焊接外，预埋件的其它构件工厂成品加工；该钢结构预埋件施工方法的工艺流程为：A、施工准备；B、预埋件就位固定；C、焊接预埋件至固定件；D、安装小加劲板；E、预埋件防倾斜施工；F、封模；G、浇筑混凝土。该施工方法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。
Construction method of 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的施工方法
LI SHUWEN (author) / YU ZHIQIANG (author) / XIN ZHAO (author) / CHEN SHAOFENG (author) / LI KANG (author)
2021-04-23
Patent
Electronic Resource
Chinese
Spaced-limited steel structure embedded part capable of bearing large tension
| European Patent Office | 2021
Foundation pit steel pipe supporting node structure capable of bearing tension
| European Patent Office | 2024
Embedded tension-compression dispersing type anchor bearing plate and construction method
| European Patent Office | 2021
Steel structure combined embedded part and construction method thereof
| European Patent Office | 2024
Device capable of quickly and accurately adjusting steel structure embedded part
| European Patent Office | 2023