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A platform for research: civil engineering, architecture and urbanism
Slope reinforcing system and reinforcing method thereof
The invention discloses a slope reinforcing system and a reinforcing method thereof. The slope reinforcing system comprises a transversely and longitudinally spaced latticed frame beam poured on a side slope and further comprises a plurality of anchor rod bodies penetrating through the frame beam; one end of each anchor rod body extends into an anchor hole, and the other end of each anchor rod body extends out of the frame beam and is connected with a damping device; the damping device comprises a spring assembly arranged on the outer sides of the anchor rod bodies in a sleeving mode; an anchor head is arranged at the top of the spring assembly; and the anchor rod bodies and the anchor head are sleeved with a fixing part fixed to the frame beam. The anchor head is movably connected with the anchor rod bodies, and the expansion amount of the spring assembly can be adjusted by sliding the position of the anchor head on the anchor rod bodies, so that the pre-added anchoring force of the anchor rod bodies is adjusted. Therefore, the side slope can be more stable and prevented from being damaged under the action of large earthquake instantaneous load, meanwhile, the anchor rod bodies have high self-adaptive deformation capacity, and an anchor rod element is not prone to being damaged after earthquake resistance and energy dissipation.
一种边坡加固系统及其加固方法，包括浇筑于边坡上的成横纵相间网格状的框架梁，还包括设于贯穿所述框架梁上的若干个锚杆体，所述锚杆体一端伸入锚孔内，所述锚杆体的另一端伸出所述框架梁并连接减震装置，所述减震装置包括套设在所述锚杆体外侧的弹簧组件，所述弹簧组件顶部设有锚头，所述锚杆体和锚头外套设有固定在所述框架梁上的固定件；所述锚头与所述锚杆体活动连接，通过滑动所述锚头在所述锚杆体上的位置，能够调节所述弹簧组件伸缩量，进而调节所述锚杆体的预加锚固力。不仅可以经受得住较大地震瞬时荷载的作用使得边坡更加稳固避免遭到破坏，同时，锚杆体具有较强的自适应变形能力，抗震消能后锚杆构件不会轻易遭到破坏。
Slope reinforcing system and reinforcing method thereof
The invention discloses a slope reinforcing system and a reinforcing method thereof. The slope reinforcing system comprises a transversely and longitudinally spaced latticed frame beam poured on a side slope and further comprises a plurality of anchor rod bodies penetrating through the frame beam; one end of each anchor rod body extends into an anchor hole, and the other end of each anchor rod body extends out of the frame beam and is connected with a damping device; the damping device comprises a spring assembly arranged on the outer sides of the anchor rod bodies in a sleeving mode; an anchor head is arranged at the top of the spring assembly; and the anchor rod bodies and the anchor head are sleeved with a fixing part fixed to the frame beam. The anchor head is movably connected with the anchor rod bodies, and the expansion amount of the spring assembly can be adjusted by sliding the position of the anchor head on the anchor rod bodies, so that the pre-added anchoring force of the anchor rod bodies is adjusted. Therefore, the side slope can be more stable and prevented from being damaged under the action of large earthquake instantaneous load, meanwhile, the anchor rod bodies have high self-adaptive deformation capacity, and an anchor rod element is not prone to being damaged after earthquake resistance and energy dissipation.
一种边坡加固系统及其加固方法，包括浇筑于边坡上的成横纵相间网格状的框架梁，还包括设于贯穿所述框架梁上的若干个锚杆体，所述锚杆体一端伸入锚孔内，所述锚杆体的另一端伸出所述框架梁并连接减震装置，所述减震装置包括套设在所述锚杆体外侧的弹簧组件，所述弹簧组件顶部设有锚头，所述锚杆体和锚头外套设有固定在所述框架梁上的固定件；所述锚头与所述锚杆体活动连接，通过滑动所述锚头在所述锚杆体上的位置，能够调节所述弹簧组件伸缩量，进而调节所述锚杆体的预加锚固力。不仅可以经受得住较大地震瞬时荷载的作用使得边坡更加稳固避免遭到破坏，同时，锚杆体具有较强的自适应变形能力，抗震消能后锚杆构件不会轻易遭到破坏。
Slope reinforcing system and reinforcing method thereof
一种边坡加固系统及其加固方法
LUO CHAOYUAN (author) / LIU GANG (author) / ZHAO MINGZHI (author) / WANG GUANGYI (author) / ZHOU QUN (author)
2021-06-15
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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