A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Slope anchor rod deflection remedy method
The invention discloses a slope anchor rod deflection remedy method. The method comprises the following steps that S1, the distance L1 between the position of a deflection anchor rod and the position of a preset anchor rod is measured; s2, if L1 is smaller than or equal to 0.5 m, remedy is carried out in a mode of adding oblique beams; if L1 is larger than 0.5 m and smaller than or equal to 1.2 m, remedy is carried out in the mode of adding an annular beam. According to the slope protection method, the oblique beams or the annular beams are reasonably added, after the anchor rods deflect, subsequent reinforcement cage fixing and pouring of the slope protection beams on the slope can still be conducted, slope protection construction is completed, and compared with the situation that new anchor rods are driven again, on the premise that the structural strength requirement of the slope protection beams on the slope is met, the construction efficiency is greatly improved. The influence caused by deflection of the anchor rod is greatly reduced, and the normal completion of the construction progress is ensured.
本发明公开了一种边坡锚杆偏斜补救方法，包括以下步骤：S1、测量偏斜锚杆位置距离预定锚杆位置的距离L1；S2、若L1≤0.5m，则采用增加斜梁的方式进行补救；若0.5m＜L1≤1.2m，则采用增加环形梁的方式进行补救。本发明，通过合理的增设斜梁或者环形梁，使锚杆偏斜位置之后，依然能够进行后续的钢筋笼固定以及边坡上的护坡梁的浇筑，完成护坡施工，相比较重新打入新的锚杆，其能够在保证边坡上的护坡梁结构强度要求的前提下，大大减少因锚杆偏斜带来的影响，保证施工进度的正常完成。
Slope anchor rod deflection remedy method
The invention discloses a slope anchor rod deflection remedy method. The method comprises the following steps that S1, the distance L1 between the position of a deflection anchor rod and the position of a preset anchor rod is measured; s2, if L1 is smaller than or equal to 0.5 m, remedy is carried out in a mode of adding oblique beams; if L1 is larger than 0.5 m and smaller than or equal to 1.2 m, remedy is carried out in the mode of adding an annular beam. According to the slope protection method, the oblique beams or the annular beams are reasonably added, after the anchor rods deflect, subsequent reinforcement cage fixing and pouring of the slope protection beams on the slope can still be conducted, slope protection construction is completed, and compared with the situation that new anchor rods are driven again, on the premise that the structural strength requirement of the slope protection beams on the slope is met, the construction efficiency is greatly improved. The influence caused by deflection of the anchor rod is greatly reduced, and the normal completion of the construction progress is ensured.
本发明公开了一种边坡锚杆偏斜补救方法，包括以下步骤：S1、测量偏斜锚杆位置距离预定锚杆位置的距离L1；S2、若L1≤0.5m，则采用增加斜梁的方式进行补救；若0.5m＜L1≤1.2m，则采用增加环形梁的方式进行补救。本发明，通过合理的增设斜梁或者环形梁，使锚杆偏斜位置之后，依然能够进行后续的钢筋笼固定以及边坡上的护坡梁的浇筑，完成护坡施工，相比较重新打入新的锚杆，其能够在保证边坡上的护坡梁结构强度要求的前提下，大大减少因锚杆偏斜带来的影响，保证施工进度的正常完成。
Slope anchor rod deflection remedy method
一种边坡锚杆偏斜补救方法
QIANG SHUANG (author) / LI ZHONG (author) / XIAO MINGCAI (author) / LI YAPENG (author) / JIANG CHANGXIANG (author) / CHANG SHIHONG (author) / PI YONGGANG (author) / HAN TE (author) / HE FENG (author)
2024-08-30
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
| Engineering Index Backfile | 1945
| ASCE | 2021
Slope anchor rod driving device and slope anchor rod driving method
| European Patent Office | 2024
| Engineering Index Backfile | 1944