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A platform for research: civil engineering, architecture and urbanism
Quick plugging method for pre-stressed anchor cable preformed hole of gate pier
According to the quick plugging method for the gate pier pre-stressed anchor cable preformed hole, the gate pier pre-stressed anchor cable preformed hole is formed in the gate pier, and the quick plugging method comprises the following steps that S1, joint bars are implanted, specifically, a plurality of joint bars are implanted into the positions, close to the two end faces, in the gate pier pre-stressed anchor cable preformed hole; s2, a blocking steel plate structure is machined, the contour shape of the blocking steel plate structure is matched with the shape of the gate pier pre-stressed anchor cable preformed hole, and a pull rod hole is formed in the blocking steel plate structure; s3, the gate pier pre-stressed anchor cable preformed hole is trimmed, so that the plugging steel plate structure can be put in; s4, plugging steel plate structures are arranged at the two ends of the gate pier pre-stressed anchor cable preformed hole correspondingly, and pull rods penetrate through the two plugging steel plate structures; and S5, nuts are screwed at the two ends of the pull rod and tightened, the plugging steel plate structures on the two sides are oppositely pulled and fixed, and the plugging steel plate structures abut against the joint bars.
一种闸墩预应力锚索预留孔快速封堵方法，在闸墩的内部设置有闸墩预应力锚索预留孔，快速封堵方法包括如下步骤：S1：植入插筋，在闸墩预应力锚索预留孔内部靠近两端面的位置处分别植入多根插筋；S2：加工封堵钢板结构，该封堵钢板结构轮廓形状与闸墩预应力锚索预留孔的形状匹配，在封堵钢板结构上设置有拉杆孔；S3：修整闸墩预应力锚索预留孔，使得封堵钢板结构能够放入；S4：在闸墩预应力锚索预留孔的两端分别置入封堵钢板结构，并在两个封堵钢板结构上穿入拉杆；S5：在拉杆的两端旋合螺帽并拧紧，将两侧的封堵钢板结构对拉固定，并使得封堵钢板结构抵靠在插筋上。
Quick plugging method for pre-stressed anchor cable preformed hole of gate pier
According to the quick plugging method for the gate pier pre-stressed anchor cable preformed hole, the gate pier pre-stressed anchor cable preformed hole is formed in the gate pier, and the quick plugging method comprises the following steps that S1, joint bars are implanted, specifically, a plurality of joint bars are implanted into the positions, close to the two end faces, in the gate pier pre-stressed anchor cable preformed hole; s2, a blocking steel plate structure is machined, the contour shape of the blocking steel plate structure is matched with the shape of the gate pier pre-stressed anchor cable preformed hole, and a pull rod hole is formed in the blocking steel plate structure; s3, the gate pier pre-stressed anchor cable preformed hole is trimmed, so that the plugging steel plate structure can be put in; s4, plugging steel plate structures are arranged at the two ends of the gate pier pre-stressed anchor cable preformed hole correspondingly, and pull rods penetrate through the two plugging steel plate structures; and S5, nuts are screwed at the two ends of the pull rod and tightened, the plugging steel plate structures on the two sides are oppositely pulled and fixed, and the plugging steel plate structures abut against the joint bars.
一种闸墩预应力锚索预留孔快速封堵方法，在闸墩的内部设置有闸墩预应力锚索预留孔，快速封堵方法包括如下步骤：S1：植入插筋，在闸墩预应力锚索预留孔内部靠近两端面的位置处分别植入多根插筋；S2：加工封堵钢板结构，该封堵钢板结构轮廓形状与闸墩预应力锚索预留孔的形状匹配，在封堵钢板结构上设置有拉杆孔；S3：修整闸墩预应力锚索预留孔，使得封堵钢板结构能够放入；S4：在闸墩预应力锚索预留孔的两端分别置入封堵钢板结构，并在两个封堵钢板结构上穿入拉杆；S5：在拉杆的两端旋合螺帽并拧紧，将两侧的封堵钢板结构对拉固定，并使得封堵钢板结构抵靠在插筋上。
Quick plugging method for pre-stressed anchor cable preformed hole of gate pier
一种闸墩预应力锚索预留孔快速封堵方法
JU HAO (author) / LI GANG (author) / LI CHENG (author) / YU QING (author) / WANG WENTAO (author) / ZHU ZHONGPING (author)
2024-04-26
Patent
Electronic Resource
Chinese
IPC:
E02B
HYDRAULIC ENGINEERING
,
Wasserbau
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