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Inclined overhanging type supporting and retaining structure
The invention provides an inclined overhanging type supporting and retaining structure which comprises at least two overhanging piles which are partially buried in a canyon slope surface and are arranged at intervals in the length direction of the canyon slope surface, the overhanging piles are arranged upwards in an inclined mode relative to the horizontal plane, a soil retaining plate (bearing plate) is arranged on every two adjacent overhanging piles, and the area between each soil retaining plate and the canyon slope surface is a fill area. The fill area is of a solid structure or a spacedsupporting column structure. According to the supporting structure, the terrain characteristics of a steep canyon are fully utilized, the overhanging piles are obliquely and upwards arranged on the slope surface of the canyon relative to the horizontal plane to form an overhanging structure, the section size and the length of the overhanging piles can be effectively reduced, and the constructioncost is reduced; the problems that under the steep canyon terrain condition, filling is difficult, the size of a retaining structure is large, the retaining height is limited, and the occupied area islarge can be effectively solved. Meanwhile, the riverway can be effectively prevented from being invaded along the riverway section, and the risk of underwater construction is avoided.
本发明提出了一种倾斜悬挑式支档结构,包括部分埋入峡谷坡面中的至少两根沿峡谷坡面长度方向间隔设置的悬挑桩,悬挑桩相对水平面倾斜向上设置,相邻两根悬挑桩上设置有挡土板(承载板),挡土板与峡谷坡面之间的区域为填方区,填方区为实心结构或者间隔的支柱结构。本发明的支档结构充分利用陡峭峡谷的地形特点,使悬挑桩相对水平面倾斜向上设置于峡谷坡面形成悬挑式结构,能有效降低悬挑桩截面尺寸和悬挑桩长度,降低工程造价,能有效解决陡峭峡谷地形条件下填方困难、支挡结构尺寸大、支挡高度受限、占地广的问题;同时,沿河路段能有效避免侵占河道,规避水下施工的风险。
Inclined overhanging type supporting and retaining structure
The invention provides an inclined overhanging type supporting and retaining structure which comprises at least two overhanging piles which are partially buried in a canyon slope surface and are arranged at intervals in the length direction of the canyon slope surface, the overhanging piles are arranged upwards in an inclined mode relative to the horizontal plane, a soil retaining plate (bearing plate) is arranged on every two adjacent overhanging piles, and the area between each soil retaining plate and the canyon slope surface is a fill area. The fill area is of a solid structure or a spacedsupporting column structure. According to the supporting structure, the terrain characteristics of a steep canyon are fully utilized, the overhanging piles are obliquely and upwards arranged on the slope surface of the canyon relative to the horizontal plane to form an overhanging structure, the section size and the length of the overhanging piles can be effectively reduced, and the constructioncost is reduced; the problems that under the steep canyon terrain condition, filling is difficult, the size of a retaining structure is large, the retaining height is limited, and the occupied area islarge can be effectively solved. Meanwhile, the riverway can be effectively prevented from being invaded along the riverway section, and the risk of underwater construction is avoided.
本发明提出了一种倾斜悬挑式支档结构,包括部分埋入峡谷坡面中的至少两根沿峡谷坡面长度方向间隔设置的悬挑桩,悬挑桩相对水平面倾斜向上设置,相邻两根悬挑桩上设置有挡土板(承载板),挡土板与峡谷坡面之间的区域为填方区,填方区为实心结构或者间隔的支柱结构。本发明的支档结构充分利用陡峭峡谷的地形特点,使悬挑桩相对水平面倾斜向上设置于峡谷坡面形成悬挑式结构,能有效降低悬挑桩截面尺寸和悬挑桩长度,降低工程造价,能有效解决陡峭峡谷地形条件下填方困难、支挡结构尺寸大、支挡高度受限、占地广的问题;同时,沿河路段能有效避免侵占河道,规避水下施工的风险。
Inclined overhanging type supporting and retaining structure
一种倾斜悬挑式支档结构
XIE XIAOLIN (Autor:in) / LIU YONG (Autor:in) / PENG JIAGUI (Autor:in) / JI XUELIANG (Autor:in) / ZENG ZHONGLIN (Autor:in) / XIAO TINGTING (Autor:in) / SHI ZHILONG (Autor:in) / LIU QIANG (Autor:in) / WANG ZHENGBING (Autor:in) / YU LEI (Autor:in)
12.01.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E01C
Bau von Straßen, Sportplätzen oder dgl., Decken dafür
,
CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE
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