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Riverway revetment and construction method
The invention discloses a riverway revetment. The riverway revetment comprises a riprap foundation, a rubble concrete layer, adry rubble capping beam, a dry rubble surface layer, and a broken stone hardcore bed, wherein the rubble concrete layer is located on the upper side of the riprap foundation; the dry rubble capping beam is positioned at the side upper part of the revetment; the dry rubble surface layer is paved on the revetment and is arranged among the dry rubble capping beam, the riprap foundation and the rubble concrete layer; and the broken stone hardcore bed is positioned on the lower side of the dry rubble surface layer. The invention further discloses a riverway revetment construction method. According to the river revetment and the construction method thereof, the problems that an existing revetment is not suitable for construction in a working environment with water and the construction period is long are solved.
本发明公开了一种河道驳岸,包括:抛石基础;毛石混凝土层,所述毛石混凝土层位于抛石基础的上侧;干砌片石封顶梁,所述干砌片石封顶梁位于护坡的侧上部;干砌片石面层,所述干砌片石面层铺筑于护坡上,布置在干砌片石封顶梁与抛石基础和毛石混凝土层之间;碎石垫层,所述碎石垫层位于所述干砌片石面层的下侧。本发明还公开了一种河道驳岸施工方法。该河道驳岸及其施工方法,解决了现有驳岸不适应于带水工作环境施工,施工周期长的问题。
Riverway revetment and construction method
The invention discloses a riverway revetment. The riverway revetment comprises a riprap foundation, a rubble concrete layer, adry rubble capping beam, a dry rubble surface layer, and a broken stone hardcore bed, wherein the rubble concrete layer is located on the upper side of the riprap foundation; the dry rubble capping beam is positioned at the side upper part of the revetment; the dry rubble surface layer is paved on the revetment and is arranged among the dry rubble capping beam, the riprap foundation and the rubble concrete layer; and the broken stone hardcore bed is positioned on the lower side of the dry rubble surface layer. The invention further discloses a riverway revetment construction method. According to the river revetment and the construction method thereof, the problems that an existing revetment is not suitable for construction in a working environment with water and the construction period is long are solved.
本发明公开了一种河道驳岸,包括:抛石基础;毛石混凝土层,所述毛石混凝土层位于抛石基础的上侧;干砌片石封顶梁,所述干砌片石封顶梁位于护坡的侧上部;干砌片石面层,所述干砌片石面层铺筑于护坡上,布置在干砌片石封顶梁与抛石基础和毛石混凝土层之间;碎石垫层,所述碎石垫层位于所述干砌片石面层的下侧。本发明还公开了一种河道驳岸施工方法。该河道驳岸及其施工方法,解决了现有驳岸不适应于带水工作环境施工,施工周期长的问题。
Riverway revetment and construction method
一种河道驳岸及施工方法
RONG HONGLIU (author) / LI XIAOQIANG (author) / YAN ZHIMING (author) / PAN DESHENG (author) / LIANG JUNLIN (author) / ZHANG XUN (author) / YANG XIAOLONG (author)
2021-03-16
Patent
Electronic Resource
Chinese
IPC:
E02B
HYDRAULIC ENGINEERING
,
Wasserbau
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