Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Bamboo-plastic concrete composite floor based on co-extrusion molding and connecting structure of bamboo-plastic concrete composite floor and beam
The invention relates to a bamboo-plastic concrete composite floor based on co-extrusion molding. The bamboo-plastic concrete composite floor comprises a bamboo-plastic plate, a concrete layer and two-way steel bars. The multiple bamboo-plastic plates are sequentially spliced on the horizontal plane, the two-way steel bars are arranged above the spliced bamboo-plastic plates, the concrete layers are poured on the upper end faces of the bamboo-plastic plates, and the concrete layers cover the two-way steel bars; the bamboo-plastic plate is a rectangular plate, a plurality of holes penetrating through the length direction are formed in the bamboo-plastic plate, and the holes are sequentially arranged in the width direction, so that a lattice structure is formed at the cross section of the bamboo-plastic plate; the bamboo-plastic concrete composite floor is used as a structural bearing floor. The invention further relates to a connection structure of the bamboo-plastic concrete composite floor and the beam based on co-extrusion molding. Compared with a traditional bamboo floor, the strength and rigidity of components can be enhanced, and the fireproof performance and the sound insulation performance are effectively improved; compared with a concrete floor slab, the self weight can be effectively reduced, and the manufacturing cost is reduced.
本发明涉及一种基于共挤出成型的竹塑混凝土组合楼板，包括竹塑板、混凝土层和双向钢筋；多块竹塑板在水平面上依次拼接，双向钢筋设置在拼接的竹塑板的上方，混凝土层浇筑在竹塑板的上端面，混凝土层将双向钢筋覆盖；竹塑板为矩形板，竹塑板上设置多个贯穿长度方向的孔洞，多个孔洞沿着宽度方向依次排列，从而在竹塑板的横截面处形成格构式结构；竹塑混凝土组合楼板作为结构承重楼板。还涉及一种基于共挤出成型的竹塑混凝土组合楼板和梁的连接结构。本发明与传统竹楼板相比，可以增强构件强度、刚度，有效改善防火性能和隔声性能；与混凝土楼板相比，可有效减小自重，降低造价，属于组合楼板技术领域。
Bamboo-plastic concrete composite floor based on co-extrusion molding and connecting structure of bamboo-plastic concrete composite floor and beam
The invention relates to a bamboo-plastic concrete composite floor based on co-extrusion molding. The bamboo-plastic concrete composite floor comprises a bamboo-plastic plate, a concrete layer and two-way steel bars. The multiple bamboo-plastic plates are sequentially spliced on the horizontal plane, the two-way steel bars are arranged above the spliced bamboo-plastic plates, the concrete layers are poured on the upper end faces of the bamboo-plastic plates, and the concrete layers cover the two-way steel bars; the bamboo-plastic plate is a rectangular plate, a plurality of holes penetrating through the length direction are formed in the bamboo-plastic plate, and the holes are sequentially arranged in the width direction, so that a lattice structure is formed at the cross section of the bamboo-plastic plate; the bamboo-plastic concrete composite floor is used as a structural bearing floor. The invention further relates to a connection structure of the bamboo-plastic concrete composite floor and the beam based on co-extrusion molding. Compared with a traditional bamboo floor, the strength and rigidity of components can be enhanced, and the fireproof performance and the sound insulation performance are effectively improved; compared with a concrete floor slab, the self weight can be effectively reduced, and the manufacturing cost is reduced.
本发明涉及一种基于共挤出成型的竹塑混凝土组合楼板，包括竹塑板、混凝土层和双向钢筋；多块竹塑板在水平面上依次拼接，双向钢筋设置在拼接的竹塑板的上方，混凝土层浇筑在竹塑板的上端面，混凝土层将双向钢筋覆盖；竹塑板为矩形板，竹塑板上设置多个贯穿长度方向的孔洞，多个孔洞沿着宽度方向依次排列，从而在竹塑板的横截面处形成格构式结构；竹塑混凝土组合楼板作为结构承重楼板。还涉及一种基于共挤出成型的竹塑混凝土组合楼板和梁的连接结构。本发明与传统竹楼板相比，可以增强构件强度、刚度，有效改善防火性能和隔声性能；与混凝土楼板相比，可有效减小自重，降低造价，属于组合楼板技术领域。
Bamboo-plastic concrete composite floor based on co-extrusion molding and connecting structure of bamboo-plastic concrete composite floor and beam
一种基于共挤出成型的竹塑混凝土组合楼板及其和梁的连接结构
LI YUYU (Autor:in) / LIANG YUXUAN (Autor:in) / TANG GUIHE (Autor:in) / LYU YANMEI (Autor:in) / HUANG HUAN (Autor:in) / DENG JIANLIANG (Autor:in) / OU RONGXIAN (Autor:in) / WANG QINGWEN (Autor:in) / CHENG SHAOJIE (Autor:in) / ZHU FEIFEI (Autor:in)
28.05.2024
Patent
Elektronische Ressource
Chinesisch
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