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Honeycomb roadbed retaining structure and construction method thereof
A main body of the honeycomb roadbed soil retaining structure is formed by stacking and splicing multiple layers of tiled pipe fittings, the whole honeycomb roadbed soil retaining structure is in a right trapezoid shape, the bevel edge of the right trapezoid supports embankment filling soil, and the multiple layers of tiled pipe fittings at the bottom of the right-angle side extend out of the right-angle side to increase supporting of the embankment filling soil. Each layer of tiled pipe fittings is transversely formed by connecting a plurality of honeycomb prefabricated pipe fittings end to end and is longitudinally formed by arranging a plurality of rows of honeycomb prefabricated pipe fittings connected end to end, and the honeycomb prefabricated pipe fittings on the upper layer are clamped between every two adjacent honeycomb prefabricated pipe fittings on the lower layer. The method has more excellent anti-overturning capacity and stability, mining of backfill soil in existing engineering is reduced, and the utilization efficiency of building residues is improved. And meanwhile, the construction process is reduced, the applicability is high, and wide application is facilitated.
本发明公开了一种蜂窝路基挡土结构及其施工方法,其主体由多层平铺管件堆叠拼装而成,整体呈直角梯形,直角梯形斜边支撑路堤填土,直角边底部若干层的平铺管件向直角边外延伸加大对路堤填土的支撑,每一层的平铺管件横向由多个蜂窝预制管件首尾相接构成,纵向设有多排首尾相接的蜂窝预制管件排列而成,上一层蜂窝预制管件卡在下一层相邻的两个蜂窝预制管件之间。本发明不仅具有更加卓越的抗倾覆能力和稳定性,减少了现有工程中对于回填土的开采,提高了建筑残渣的利用效率。与此同时,还降低了施工工艺,适用性能强,便于广泛使用。
Honeycomb roadbed retaining structure and construction method thereof
A main body of the honeycomb roadbed soil retaining structure is formed by stacking and splicing multiple layers of tiled pipe fittings, the whole honeycomb roadbed soil retaining structure is in a right trapezoid shape, the bevel edge of the right trapezoid supports embankment filling soil, and the multiple layers of tiled pipe fittings at the bottom of the right-angle side extend out of the right-angle side to increase supporting of the embankment filling soil. Each layer of tiled pipe fittings is transversely formed by connecting a plurality of honeycomb prefabricated pipe fittings end to end and is longitudinally formed by arranging a plurality of rows of honeycomb prefabricated pipe fittings connected end to end, and the honeycomb prefabricated pipe fittings on the upper layer are clamped between every two adjacent honeycomb prefabricated pipe fittings on the lower layer. The method has more excellent anti-overturning capacity and stability, mining of backfill soil in existing engineering is reduced, and the utilization efficiency of building residues is improved. And meanwhile, the construction process is reduced, the applicability is high, and wide application is facilitated.
本发明公开了一种蜂窝路基挡土结构及其施工方法,其主体由多层平铺管件堆叠拼装而成,整体呈直角梯形,直角梯形斜边支撑路堤填土,直角边底部若干层的平铺管件向直角边外延伸加大对路堤填土的支撑,每一层的平铺管件横向由多个蜂窝预制管件首尾相接构成,纵向设有多排首尾相接的蜂窝预制管件排列而成,上一层蜂窝预制管件卡在下一层相邻的两个蜂窝预制管件之间。本发明不仅具有更加卓越的抗倾覆能力和稳定性,减少了现有工程中对于回填土的开采,提高了建筑残渣的利用效率。与此同时,还降低了施工工艺,适用性能强,便于广泛使用。
Honeycomb roadbed retaining structure and construction method thereof
一种蜂窝路基挡土结构及其施工方法
ZHANG ZHENG (Autor:in) / DONG AO (Autor:in) / GE DEHONG (Autor:in) / YU ZHU (Autor:in) / LI TAO (Autor:in) / MING XIN (Autor:in) / HU ZHIYUAN (Autor:in) / WANG PANXUE (Autor:in) / LIU ZHENPING (Autor:in) / ZHANG JIAN (Autor:in)
02.07.2024
Patent
Elektronische Ressource
Chinesisch
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