A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Civil engineering slope panel structure, erecting method and civil engineering slope surface laying method
The invention discloses a civil engineering slope panel structure, an erecting method and a civil engineering slope laying method. The civil engineering slope panel structure comprises a bottom formwork, binding steel bars and a steel wire mesh, the binding steel bars are arranged on the bottom formwork, and a plurality of fixing points are arranged; the steel wire mesh comprises two layers, namely a first-bound steel wire mesh and a second-bound steel wire mesh, the first-bound steel wire mesh and the second-bound steel wire mesh are distributed at intervals, and the second-bound steel wire mesh and the first-bound steel wire mesh are arranged in a lap joint mode. Double-layer steel wire meshes arranged at intervals are adopted to replace a traditional formwork, the first-bound steel wire meshes are firstly laid and bound, then pouring is conducted, the second-bound steel wire meshes are bound after pouring, then pouring is continued, a gap between the steel wire meshes is used for vibration of a vibration rod, pebbles and mortar permeate outwards from the steel wire meshes, and a protection layer is formed outside. A traditional slope plate construction technology is optimized, use of formwork materials can be effectively reduced in the construction process, so that the mechanical transfer pressure is relieved, the construction difficulty of workers is reduced, and the cost and the construction progress are optimized to a certain degree.
本发明公开了一种土建坡面板结构、支设方法及土建坡面铺设方法，包括底部模板、绑扎钢筋及钢丝网，其中，绑扎钢筋设置在底部模板上，设置多个固定点；钢丝网包括两层，分别为先绑钢丝网和后绑钢丝网，先绑钢丝网和后绑钢丝网均间隔分布，后绑钢丝网与先绑钢丝网搭接设置。采用间隔设置的双层钢丝网代替传统模板，先铺设先绑钢丝网然后浇筑，浇筑后再绑扎后绑钢丝网，然后继续浇筑，之间的空隙是用于震动棒震动，钢丝网会往外渗透小石子和砂浆，在外面形成保护层。针对传统坡面板施工工艺进行优化，施工过程中能有效减少模板材料的使用从而减轻机械转运压力，减少工人施工难度，并在一定程度上优化成本及施工进度。
Civil engineering slope panel structure, erecting method and civil engineering slope surface laying method
The invention discloses a civil engineering slope panel structure, an erecting method and a civil engineering slope laying method. The civil engineering slope panel structure comprises a bottom formwork, binding steel bars and a steel wire mesh, the binding steel bars are arranged on the bottom formwork, and a plurality of fixing points are arranged; the steel wire mesh comprises two layers, namely a first-bound steel wire mesh and a second-bound steel wire mesh, the first-bound steel wire mesh and the second-bound steel wire mesh are distributed at intervals, and the second-bound steel wire mesh and the first-bound steel wire mesh are arranged in a lap joint mode. Double-layer steel wire meshes arranged at intervals are adopted to replace a traditional formwork, the first-bound steel wire meshes are firstly laid and bound, then pouring is conducted, the second-bound steel wire meshes are bound after pouring, then pouring is continued, a gap between the steel wire meshes is used for vibration of a vibration rod, pebbles and mortar permeate outwards from the steel wire meshes, and a protection layer is formed outside. A traditional slope plate construction technology is optimized, use of formwork materials can be effectively reduced in the construction process, so that the mechanical transfer pressure is relieved, the construction difficulty of workers is reduced, and the cost and the construction progress are optimized to a certain degree.
本发明公开了一种土建坡面板结构、支设方法及土建坡面铺设方法，包括底部模板、绑扎钢筋及钢丝网，其中，绑扎钢筋设置在底部模板上，设置多个固定点；钢丝网包括两层，分别为先绑钢丝网和后绑钢丝网，先绑钢丝网和后绑钢丝网均间隔分布，后绑钢丝网与先绑钢丝网搭接设置。采用间隔设置的双层钢丝网代替传统模板，先铺设先绑钢丝网然后浇筑，浇筑后再绑扎后绑钢丝网，然后继续浇筑，之间的空隙是用于震动棒震动，钢丝网会往外渗透小石子和砂浆，在外面形成保护层。针对传统坡面板施工工艺进行优化，施工过程中能有效减少模板材料的使用从而减轻机械转运压力，减少工人施工难度，并在一定程度上优化成本及施工进度。
Civil engineering slope panel structure, erecting method and civil engineering slope surface laying method
土建坡面板结构、支设方法及土建坡面铺设方法
GAO JIANFENG (author) / ZHU XIAOYUAN (author) / SHEN HAOCHONG (author)
2021-09-28
Patent
Electronic Resource
Chinese
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