A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Steel plate-concrete panel structure and water face stockpiling layer of concrete panel rockfill dam
According to the steel plate-concrete panel structure and the concrete panel rockfill dam waterside face stockpiling layer thereof, in the structure, a bottom layer steel plate comprises a plane steel plate and a plurality of T-shaped steel vertically fixed to the plane steel plate; the plurality of node tie bars are vertically fixed on the upper surface of the plane steel plate; the top layer horizontal main reinforcements are horizontally and fixedly connected with the tops of the node tie bars; the plurality of top-layer down-slope main reinforcements are perpendicular to a plane formed by the node tie bars and the top-layer horizontal main reinforcements and extend horizontally, and the plurality of top-layer down-slope main reinforcements, the top-layer horizontal main reinforcements and the plurality of node tie bars form a top-layer reinforcing mesh; the top layer reinforcing mesh is filled with panel concrete, and the panel concrete is supported on the plane steel plate. The structure is reliable and anti-seepage, and the large deformation bearing capacity is optimized.
一种钢板‑混凝土面板结构及其混凝土面板堆石坝临水面堆料层，结构中，底层钢板包括平面钢板和竖直地固定于所述平面钢板的多个T型钢；多个节点拉筋竖直地固定于所述平面钢板的上表面；顶层水平主筋水平地固定连接所述节点拉筋的顶部；多个顶层顺坡主筋垂直于节点拉筋与顶层水平主筋构成的平面且水平延伸，多个顶层顺坡主筋、顶层水平主筋和多个节点拉筋构成顶层钢筋网；面板混凝土填充满所述顶层钢筋网且支承于所述平面钢板上。本结构可靠防渗、承受大变形能力优化。
Steel plate-concrete panel structure and water face stockpiling layer of concrete panel rockfill dam
According to the steel plate-concrete panel structure and the concrete panel rockfill dam waterside face stockpiling layer thereof, in the structure, a bottom layer steel plate comprises a plane steel plate and a plurality of T-shaped steel vertically fixed to the plane steel plate; the plurality of node tie bars are vertically fixed on the upper surface of the plane steel plate; the top layer horizontal main reinforcements are horizontally and fixedly connected with the tops of the node tie bars; the plurality of top-layer down-slope main reinforcements are perpendicular to a plane formed by the node tie bars and the top-layer horizontal main reinforcements and extend horizontally, and the plurality of top-layer down-slope main reinforcements, the top-layer horizontal main reinforcements and the plurality of node tie bars form a top-layer reinforcing mesh; the top layer reinforcing mesh is filled with panel concrete, and the panel concrete is supported on the plane steel plate. The structure is reliable and anti-seepage, and the large deformation bearing capacity is optimized.
一种钢板‑混凝土面板结构及其混凝土面板堆石坝临水面堆料层，结构中，底层钢板包括平面钢板和竖直地固定于所述平面钢板的多个T型钢；多个节点拉筋竖直地固定于所述平面钢板的上表面；顶层水平主筋水平地固定连接所述节点拉筋的顶部；多个顶层顺坡主筋垂直于节点拉筋与顶层水平主筋构成的平面且水平延伸，多个顶层顺坡主筋、顶层水平主筋和多个节点拉筋构成顶层钢筋网；面板混凝土填充满所述顶层钢筋网且支承于所述平面钢板上。本结构可靠防渗、承受大变形能力优化。
Steel plate-concrete panel structure and water face stockpiling layer of concrete panel rockfill dam
钢板-混凝土面板结构及混凝土面板堆石坝临水面堆料层
WANG FUQIANG (author) / CHEN JINGLONG (author) / DUAN ZHIJIE (author) / LI QUANMING (author) / LI DONGMING (author) / WU MINGXIN (author) / LIU CHAO (author) / LIU GUANGYU (author)
2024-09-06
Patent
Electronic Resource
Chinese
IPC:
E02B
HYDRAULIC ENGINEERING
,
Wasserbau
| TIBKAT | 2009
| European Patent Office | 2015