Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Bailey truss overhanging temporary component anchoring structure
The invention relates to the technical field of building construction, in particular to a bailey truss overhanging temporary component anchoring structure which comprises an anchoring rod, the anchoring rod is inserted into the top face of a bailey truss, the bottom end of the anchoring rod is inserted into an embedded sleeve, the embedded sleeve is embedded in a concrete beam plate, the bailey truss is in lap joint with the concrete beam plate, and a pressing plate is inserted into the top end of the anchoring rod. Clamping blocks are movably inserted into the two sides of the bottom end of the anchoring rod; the bailey truss overhanging temporary component anchoring structure has the beneficial effects that the bailey truss placed on a concrete beam plate is rapidly and temporarily fixed, that is, after an anchoring rod is downwards pushed to be inserted into an embedded sleeve, a pressing plate is squeezed and pushed to be inserted into a containing groove, the pressing plate pushes a clamping block to be inserted into the surface of the embedded sleeve, rapid connection of the anchoring rod and the embedded sleeve is achieved, and the anchoring effect is good. And then the splicing plates are limited in the splicing grooves by the connecting insertion plates, and the pressing plates are limited in the storage grooves by the other group of connecting insertion plates, so that the bailey truss is quickly fixed on the concrete beam plate, and the dependence time of the bailey truss on hoisting equipment is shortened.
本发明涉及建筑施工技术领域，具体为一种贝雷架悬挑临时构件锚固结构，包括锚固杆，所述锚固杆插接在贝雷架的顶面，锚固杆的底端插接在预埋套中，预埋套预埋在混凝土梁板中，贝雷架搭接在混凝土梁板上，锚固杆的顶端插接有压板，锚固杆的底端两侧均活动插接有卡块；有益效果为：本发明提出的贝雷架悬挑临时构件锚固结构，对摆放在混凝土梁板上的贝雷架实现快速临时固定，即下推锚固杆插入预埋套后，挤推压板插入收纳槽中，压板顶推卡块插接在预埋套的表面，实现锚固杆和预埋套快速连接，然后拼装板被连接插板限位在拼装槽中，且压板被另一组连接插板限位在收纳槽中，从而实现贝雷架快速固定在混凝土梁板上，减少贝雷架对吊装设备的依赖时长。
Bailey truss overhanging temporary component anchoring structure
The invention relates to the technical field of building construction, in particular to a bailey truss overhanging temporary component anchoring structure which comprises an anchoring rod, the anchoring rod is inserted into the top face of a bailey truss, the bottom end of the anchoring rod is inserted into an embedded sleeve, the embedded sleeve is embedded in a concrete beam plate, the bailey truss is in lap joint with the concrete beam plate, and a pressing plate is inserted into the top end of the anchoring rod. Clamping blocks are movably inserted into the two sides of the bottom end of the anchoring rod; the bailey truss overhanging temporary component anchoring structure has the beneficial effects that the bailey truss placed on a concrete beam plate is rapidly and temporarily fixed, that is, after an anchoring rod is downwards pushed to be inserted into an embedded sleeve, a pressing plate is squeezed and pushed to be inserted into a containing groove, the pressing plate pushes a clamping block to be inserted into the surface of the embedded sleeve, rapid connection of the anchoring rod and the embedded sleeve is achieved, and the anchoring effect is good. And then the splicing plates are limited in the splicing grooves by the connecting insertion plates, and the pressing plates are limited in the storage grooves by the other group of connecting insertion plates, so that the bailey truss is quickly fixed on the concrete beam plate, and the dependence time of the bailey truss on hoisting equipment is shortened.
本发明涉及建筑施工技术领域，具体为一种贝雷架悬挑临时构件锚固结构，包括锚固杆，所述锚固杆插接在贝雷架的顶面，锚固杆的底端插接在预埋套中，预埋套预埋在混凝土梁板中，贝雷架搭接在混凝土梁板上，锚固杆的顶端插接有压板，锚固杆的底端两侧均活动插接有卡块；有益效果为：本发明提出的贝雷架悬挑临时构件锚固结构，对摆放在混凝土梁板上的贝雷架实现快速临时固定，即下推锚固杆插入预埋套后，挤推压板插入收纳槽中，压板顶推卡块插接在预埋套的表面，实现锚固杆和预埋套快速连接，然后拼装板被连接插板限位在拼装槽中，且压板被另一组连接插板限位在收纳槽中，从而实现贝雷架快速固定在混凝土梁板上，减少贝雷架对吊装设备的依赖时长。
Bailey truss overhanging temporary component anchoring structure
一种贝雷架悬挑临时构件锚固结构
SUN LIUXU (Autor:in) / MA GUOXIAO (Autor:in) / ZHU LIJUN (Autor:in) / CHANG HUANHUAN (Autor:in) / HAO TINGTING (Autor:in) / YU JINKE (Autor:in) / ZHAO SHISIYU (Autor:in) / TANG KEFENG (Autor:in) / HAN DONGJIE (Autor:in) / YE SHENGLIANG (Autor:in)
09.07.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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