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Novel steel-concrete combined hoop structure
The invention relates to the technical field of steel hoops, and discloses a novel steel-concrete combined hoop structure which comprises two steel bar hoop bodies, the upper ends of the two steel bar hoop bodies are both provided with discharging grooves, the sides, away from each other, of the two steel bar hoop bodies are both provided with vertical grooves, the interior of each vertical groove is slidably connected with a sliding plate, the ends, away from each other, of the two sliding plates are fixedly connected with long plates, and the ends, away from each other, of the two long plates are fixedly connected with pressing mechanisms; the two steel bar hoop bodies are arranged to be matched with four fixing piles, the bearing area of the steel bar hoop bodies is increased through concrete pouring, so that the placing and using effect of the jack is effectively improved; the two steel bar hoop bodies are arranged in a matched mode to be matched with the discharging grooves, and after concrete is solidified, compared with an existing steel hoop, the steel hoop can provide a larger supporting reaction force through the interaction between new concrete and old concrete through the interaction between a steel plate and the concrete.
本发明涉及钢抱箍的技术领域,且公开了一种新型钢混组合抱箍结构,包括钢筋箍体,钢筋箍体的数量设置为两个,两个钢筋箍体的上端均开设有放料槽,两个钢筋箍体相远离的一侧均开设有竖槽,每个竖槽的内部均滑动连接有滑板,两个滑板相远离的一端均固定连接有长板,两个长板相远离的一端均固定连接有压紧机构,通过设置两个钢筋箍体配合四个固定桩,借由混凝土的浇灌增加了钢筋箍体的承重面积,这样有效的提高了千斤顶进行放置使用的效果,配合设置两个钢筋箍体配合放料槽,在混凝土凝固后相对于现有钢抱箍,其利用新旧混凝土之间的相互作用,比钢抱箍利用钢板与混凝土之间的相互作用,可提供更大的支撑反力。
Novel steel-concrete combined hoop structure
The invention relates to the technical field of steel hoops, and discloses a novel steel-concrete combined hoop structure which comprises two steel bar hoop bodies, the upper ends of the two steel bar hoop bodies are both provided with discharging grooves, the sides, away from each other, of the two steel bar hoop bodies are both provided with vertical grooves, the interior of each vertical groove is slidably connected with a sliding plate, the ends, away from each other, of the two sliding plates are fixedly connected with long plates, and the ends, away from each other, of the two long plates are fixedly connected with pressing mechanisms; the two steel bar hoop bodies are arranged to be matched with four fixing piles, the bearing area of the steel bar hoop bodies is increased through concrete pouring, so that the placing and using effect of the jack is effectively improved; the two steel bar hoop bodies are arranged in a matched mode to be matched with the discharging grooves, and after concrete is solidified, compared with an existing steel hoop, the steel hoop can provide a larger supporting reaction force through the interaction between new concrete and old concrete through the interaction between a steel plate and the concrete.
本发明涉及钢抱箍的技术领域,且公开了一种新型钢混组合抱箍结构,包括钢筋箍体,钢筋箍体的数量设置为两个,两个钢筋箍体的上端均开设有放料槽,两个钢筋箍体相远离的一侧均开设有竖槽,每个竖槽的内部均滑动连接有滑板,两个滑板相远离的一端均固定连接有长板,两个长板相远离的一端均固定连接有压紧机构,通过设置两个钢筋箍体配合四个固定桩,借由混凝土的浇灌增加了钢筋箍体的承重面积,这样有效的提高了千斤顶进行放置使用的效果,配合设置两个钢筋箍体配合放料槽,在混凝土凝固后相对于现有钢抱箍,其利用新旧混凝土之间的相互作用,比钢抱箍利用钢板与混凝土之间的相互作用,可提供更大的支撑反力。
Novel steel-concrete combined hoop structure
一种新型钢混组合抱箍结构
ZHENG HUAQI (author) / LI YONGQING (author) / XIA JIANBANG (author) / MA HONGLI (author)
2022-01-07
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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