A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Bamboo-concrete composite floor slab of steel bar truss floor support and construction method of bamboo-concrete composite floor slab
The invention discloses a bamboo-concrete composite floor of a steel bar truss floor support and a construction method of the bamboo-concrete composite floor. The bamboo-concrete composite floor comprises a steel bar truss, a bottom plate, raw bamboos, transversely-distributed steel bars and concrete. The reinforcing steel bar-bamboo net-shaped framework is characterized in that more than two longitudinal raw bamboos are transversely arranged in parallel at equal intervals and are arranged between the two reinforcing steel bar trusses at certain intervals, the longitudinal raw bamboos and the reinforcing steel bar trusses are bound to form an integral reinforcing steel bar-bamboo net-shaped framework through upper and lower transversely-distributed reinforcing steel bars, and the bottom plate and the reinforcing steel bar trusses are welded into a whole. And the concrete wraps the steel bar-bamboo net-shaped framework to form the composite floor. The large-span steel bar truss floor support plate and the steel bar-raw bamboo framework are arranged in the concrete to form a hollow section, the use amount of the concrete can be effectively reduced, the dead weight and the manufacturing cost of the floor slab can be reduced, the bearing capacity of the structure is also improved through the raw bamboo, and meanwhile positive significance is achieved for promoting industrial application of bamboo wood.
一种钢筋桁架楼承的竹‑混组合楼板及其施工方法，包括钢筋桁架、底板、原竹、横向分布钢筋、混凝土共同组成。其特征在于，两根以上纵向原竹平行等间距横向布置，布置位置在两钢筋桁架之间并保持一定间距，通过上下横向分布钢筋将纵向原生竹与钢筋桁架绑扎形成整体钢筋‑竹网状骨架，底板与钢筋桁架焊接成整体，混凝土包裹钢筋‑竹网状骨架形成组合楼板。本发明可实现较大跨度的钢筋桁架楼承板，钢筋‑原竹骨架于混凝土内部，形成空心截面，能有效降低混凝土用量，减小楼板自重以及造价，原竹也提高了结构的承载能力，同时对促进竹材产业化应用，具有积极意义。
Bamboo-concrete composite floor slab of steel bar truss floor support and construction method of bamboo-concrete composite floor slab
The invention discloses a bamboo-concrete composite floor of a steel bar truss floor support and a construction method of the bamboo-concrete composite floor. The bamboo-concrete composite floor comprises a steel bar truss, a bottom plate, raw bamboos, transversely-distributed steel bars and concrete. The reinforcing steel bar-bamboo net-shaped framework is characterized in that more than two longitudinal raw bamboos are transversely arranged in parallel at equal intervals and are arranged between the two reinforcing steel bar trusses at certain intervals, the longitudinal raw bamboos and the reinforcing steel bar trusses are bound to form an integral reinforcing steel bar-bamboo net-shaped framework through upper and lower transversely-distributed reinforcing steel bars, and the bottom plate and the reinforcing steel bar trusses are welded into a whole. And the concrete wraps the steel bar-bamboo net-shaped framework to form the composite floor. The large-span steel bar truss floor support plate and the steel bar-raw bamboo framework are arranged in the concrete to form a hollow section, the use amount of the concrete can be effectively reduced, the dead weight and the manufacturing cost of the floor slab can be reduced, the bearing capacity of the structure is also improved through the raw bamboo, and meanwhile positive significance is achieved for promoting industrial application of bamboo wood.
一种钢筋桁架楼承的竹‑混组合楼板及其施工方法，包括钢筋桁架、底板、原竹、横向分布钢筋、混凝土共同组成。其特征在于，两根以上纵向原竹平行等间距横向布置，布置位置在两钢筋桁架之间并保持一定间距，通过上下横向分布钢筋将纵向原生竹与钢筋桁架绑扎形成整体钢筋‑竹网状骨架，底板与钢筋桁架焊接成整体，混凝土包裹钢筋‑竹网状骨架形成组合楼板。本发明可实现较大跨度的钢筋桁架楼承板，钢筋‑原竹骨架于混凝土内部，形成空心截面，能有效降低混凝土用量，减小楼板自重以及造价，原竹也提高了结构的承载能力，同时对促进竹材产业化应用，具有积极意义。
Bamboo-concrete composite floor slab of steel bar truss floor support and construction method of bamboo-concrete composite floor slab
一种钢筋桁架楼承的竹-混组合楼板及其施工方法
CHENG YU (author) / WAN JIANGQUAN (author)
2023-11-07
Patent
Electronic Resource
Chinese
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