Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Fabricated self-bearing prestressed rib type component
An assembly type self-bearing prestress rib type component is characterized in that the assembly type self-bearing prestress rib type component is of a long-strip-shaped structure, end beams are arranged at the two transverse ends of the assembly type self-bearing prestress rib type component in parallel, side edge beams are arranged on the two longitudinal sides of the assembly type self-bearing prestress rib type component, and the side edge beams are arranged on the two longitudinal sides of the assembly type self-bearing prestress rib type component in parallel. The two side beams are arranged in parallel, and the end beams and the side beams intersect at end points; longitudinal prestressed steel bars are arranged in the lower portions of the side edge beams and penetrate through the end beams, at least one transverse rib which is connected with and perpendicular to the two side edge beams is arranged between the two end beams, the end beams, the side edge beams and the transverse ribs jointly form a force bearing framework, and the large-span building structure has the advantages that high formwork erecting is avoided, and the large-span building requirement is met.
装配式自承力预应力肋型构件，其特征在于所述的装配式自承力预应力肋型构件为长条形结构，所述的装配式自承力预应力肋型构件横向两端设置有端梁，两端梁平行设置，所述的装配式自承力预应力肋型构件纵向两侧设置有侧边梁，两条侧边梁平行设置，端梁与侧边梁在端点相交；所述的侧边梁的下部中设置有纵向预应力钢筋，纵向预应力钢筋穿过端梁，所述的两条端梁中间设置有至少一条连接且垂直于两条侧边梁的横肋，所述的端梁、侧边梁和横肋共同构成承力骨架，具有免高支模，实现大跨度的建筑需求等特点。
Fabricated self-bearing prestressed rib type component
An assembly type self-bearing prestress rib type component is characterized in that the assembly type self-bearing prestress rib type component is of a long-strip-shaped structure, end beams are arranged at the two transverse ends of the assembly type self-bearing prestress rib type component in parallel, side edge beams are arranged on the two longitudinal sides of the assembly type self-bearing prestress rib type component, and the side edge beams are arranged on the two longitudinal sides of the assembly type self-bearing prestress rib type component in parallel. The two side beams are arranged in parallel, and the end beams and the side beams intersect at end points; longitudinal prestressed steel bars are arranged in the lower portions of the side edge beams and penetrate through the end beams, at least one transverse rib which is connected with and perpendicular to the two side edge beams is arranged between the two end beams, the end beams, the side edge beams and the transverse ribs jointly form a force bearing framework, and the large-span building structure has the advantages that high formwork erecting is avoided, and the large-span building requirement is met.
装配式自承力预应力肋型构件，其特征在于所述的装配式自承力预应力肋型构件为长条形结构，所述的装配式自承力预应力肋型构件横向两端设置有端梁，两端梁平行设置，所述的装配式自承力预应力肋型构件纵向两侧设置有侧边梁，两条侧边梁平行设置，端梁与侧边梁在端点相交；所述的侧边梁的下部中设置有纵向预应力钢筋，纵向预应力钢筋穿过端梁，所述的两条端梁中间设置有至少一条连接且垂直于两条侧边梁的横肋，所述的端梁、侧边梁和横肋共同构成承力骨架，具有免高支模，实现大跨度的建筑需求等特点。
Fabricated self-bearing prestressed rib type component
装配式自承力预应力肋型构件
ZENG MIN (Autor:in) / QIU BOQIAN (Autor:in)
23.09.2022
Patent
Elektronische Ressource
Chinesisch
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