A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Pile anchor wall reinforcing method for repairing mine overhaul road
The invention discloses a pile anchor wall reinforcing method for repairing a mine overhaul road. The pile anchor wall reinforcing method comprises the steps that backfill plain concrete (7) and a reinforced concrete plate wall (4) are poured on a mine slope sliding face from inside to outside; a bottom beam (5) is arranged at the bottom of the reinforced concrete board wall (4), and a cross beam (6) is arranged in the reinforced concrete board wall (4); the anchor cable (2) penetrates through the concrete plate wall (4), and a concrete anchorage pier (10) is poured on the outer surface of the concrete plate wall (4); the outer anchor ends of the anchor rods (3) are bent to be connected with a cross beam (6) in the concrete plate wall (4); the exposed section, located outside the drilled hole, of the steel rail pile (1) is welded to a bottom beam (5) in the concrete plate wall (4), and the exposed section and the concrete plate wall (4) form a whole. According to the method, the reinforced concrete plate wall and the mine slope are connected into a whole through the steel rail piles, the anchor cables and the anchor rods, extremely high safety and integrity are achieved, secondary collapse and landslide can be effectively avoided, and safe production of the mine is guaranteed.
本发明公开了一种用于矿山检修道路修复的桩锚墙加固方法，回填素混凝土(7)、钢筋混凝土板墙(4)分别自内向外浇筑在矿山边坡滑动面上；在钢筋混凝土板墙(4)的底部设有底梁(5)，在钢筋混凝土板墙(4)内设有横梁(6)；锚索(2)穿过混凝土板墙(4)并在混凝土板墙(4)外表面浇筑混凝土锚墩(10)；锚杆(3)外锚端弯折与混凝土板墙(4)内的横梁(6)连接；钢轨桩(1)位于钻孔外的露出段与混凝土板墙(4)中的底梁(5)焊接，与混凝土板墙(4)形成整体。本发明方法利用钢轨桩、锚索锚杆将钢筋混凝土板墙与矿山边坡连成一体，具有极高的安全性及整体性，能够有效避免二次垮塌滑坡，保障矿山安全生产。
Pile anchor wall reinforcing method for repairing mine overhaul road
The invention discloses a pile anchor wall reinforcing method for repairing a mine overhaul road. The pile anchor wall reinforcing method comprises the steps that backfill plain concrete (7) and a reinforced concrete plate wall (4) are poured on a mine slope sliding face from inside to outside; a bottom beam (5) is arranged at the bottom of the reinforced concrete board wall (4), and a cross beam (6) is arranged in the reinforced concrete board wall (4); the anchor cable (2) penetrates through the concrete plate wall (4), and a concrete anchorage pier (10) is poured on the outer surface of the concrete plate wall (4); the outer anchor ends of the anchor rods (3) are bent to be connected with a cross beam (6) in the concrete plate wall (4); the exposed section, located outside the drilled hole, of the steel rail pile (1) is welded to a bottom beam (5) in the concrete plate wall (4), and the exposed section and the concrete plate wall (4) form a whole. According to the method, the reinforced concrete plate wall and the mine slope are connected into a whole through the steel rail piles, the anchor cables and the anchor rods, extremely high safety and integrity are achieved, secondary collapse and landslide can be effectively avoided, and safe production of the mine is guaranteed.
本发明公开了一种用于矿山检修道路修复的桩锚墙加固方法，回填素混凝土(7)、钢筋混凝土板墙(4)分别自内向外浇筑在矿山边坡滑动面上；在钢筋混凝土板墙(4)的底部设有底梁(5)，在钢筋混凝土板墙(4)内设有横梁(6)；锚索(2)穿过混凝土板墙(4)并在混凝土板墙(4)外表面浇筑混凝土锚墩(10)；锚杆(3)外锚端弯折与混凝土板墙(4)内的横梁(6)连接；钢轨桩(1)位于钻孔外的露出段与混凝土板墙(4)中的底梁(5)焊接，与混凝土板墙(4)形成整体。本发明方法利用钢轨桩、锚索锚杆将钢筋混凝土板墙与矿山边坡连成一体，具有极高的安全性及整体性，能够有效避免二次垮塌滑坡，保障矿山安全生产。
Pile anchor wall reinforcing method for repairing mine overhaul road
一种用于矿山检修道路修复的桩锚墙加固方法
XU CHUANHUA (author) / LU JINGBIAO (author) / DAI YONGXIN (author) / SHEN QIHONG (author) / YANG MINGYUE (author) / ZHANG HAITAO (author) / WANG YAQIANG (author) / LIU YIXIN (author) / XU QUAN (author) / REN XINHUA (author)
2022-04-29
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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