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Reinforcement cage splicing method for super-long cast-in-place pile
The invention belongs to the technical field of cast-in-place pile construction, discloses a reinforcement cage splicing method for an ultra-long cast-in-place pile, and aims to solve the problem that the quality of the cast-in-place pile is affected due to poor butt joint precision and long time consumption caused by splicing of reinforcement cages of existing ultra-long cast-in-place piles in the lowering process. The method comprises the following steps: (1) hoisting a segment reinforcement cage to a first workbench; (2) adjusting the position of the section of reinforcement cage on the first workbench to be aligned with the reinforcement cage on the second workbench; (3) the segment reinforcement cage is connected with the reinforcement cage on the second workbench; (4) sliding the segment reinforcement cage to a second workbench, and repeating the steps (1) to (3) until the length of the reinforcement cage reaches the designed length; (5) the spliced reinforcement cage is completely pushed to a second workbench to be hoisted; and (6) when the reinforcement cage is hoisted to a set position, the second workbench is separated from the reinforcement cage, and the reinforcement cage is hoisted by hoisting equipment.
本发明属于灌注桩施工技术领域,公开了一种超长灌注桩的钢筋笼拼接方法,为了解决现有超长灌注桩的钢筋笼在下放过程中进行拼接而导致对接精度差、花费时间长而影响灌注桩质量的问题。本发明包括(1)将节段钢筋笼吊运至第一工作台上;(2)调节该节段钢筋笼在第一工作台上的位置与第二工作台上的钢筋笼对齐;(3)节段钢筋笼与第二工作台上的钢筋笼进行连接;(4)将节段钢筋笼滑动至第二工作台上,重复步骤(1)至(3)直至钢筋笼的长度达到设计长度;(5)将拼接好的钢筋笼完全推送至第二工作台上进行吊运;(6)待钢筋笼吊运至设定位置时,第二工作台与钢筋笼相互分离,由吊运设备吊运钢筋笼。
Reinforcement cage splicing method for super-long cast-in-place pile
The invention belongs to the technical field of cast-in-place pile construction, discloses a reinforcement cage splicing method for an ultra-long cast-in-place pile, and aims to solve the problem that the quality of the cast-in-place pile is affected due to poor butt joint precision and long time consumption caused by splicing of reinforcement cages of existing ultra-long cast-in-place piles in the lowering process. The method comprises the following steps: (1) hoisting a segment reinforcement cage to a first workbench; (2) adjusting the position of the section of reinforcement cage on the first workbench to be aligned with the reinforcement cage on the second workbench; (3) the segment reinforcement cage is connected with the reinforcement cage on the second workbench; (4) sliding the segment reinforcement cage to a second workbench, and repeating the steps (1) to (3) until the length of the reinforcement cage reaches the designed length; (5) the spliced reinforcement cage is completely pushed to a second workbench to be hoisted; and (6) when the reinforcement cage is hoisted to a set position, the second workbench is separated from the reinforcement cage, and the reinforcement cage is hoisted by hoisting equipment.
本发明属于灌注桩施工技术领域,公开了一种超长灌注桩的钢筋笼拼接方法,为了解决现有超长灌注桩的钢筋笼在下放过程中进行拼接而导致对接精度差、花费时间长而影响灌注桩质量的问题。本发明包括(1)将节段钢筋笼吊运至第一工作台上;(2)调节该节段钢筋笼在第一工作台上的位置与第二工作台上的钢筋笼对齐;(3)节段钢筋笼与第二工作台上的钢筋笼进行连接;(4)将节段钢筋笼滑动至第二工作台上,重复步骤(1)至(3)直至钢筋笼的长度达到设计长度;(5)将拼接好的钢筋笼完全推送至第二工作台上进行吊运;(6)待钢筋笼吊运至设定位置时,第二工作台与钢筋笼相互分离,由吊运设备吊运钢筋笼。
Reinforcement cage splicing method for super-long cast-in-place pile
一种超长灌注桩的钢筋笼拼接方法
PENG TAO (Autor:in) / GAO XIAOFENG (Autor:in) / GONG WENJUN (Autor:in) / ZHOU CHANGLIN (Autor:in) / LIU KE (Autor:in) / YANG LIN (Autor:in) / HUANG QINGLIANG (Autor:in) / GUO SHUN (Autor:in) / JU YIWEI (Autor:in) / LI ZHANGYIN (Autor:in)
28.05.2024
Patent
Elektronische Ressource
Chinesisch
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