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Diagonal haunched frame beam type floor structure
The invention discloses a diagonal haunched frame beam type floor structure. The diagonal haunched frame beam type floor structure comprises a plurality of frame columns distributed in a rectangular column net, continuous frame beams arranged along the bidirectional diagonal lines of the rectangular column net and floors arranged between the frame beams, and every two frame beams cross in the midspan in a diagonal mode; and large-size vertical haunched parts are arranged at the beam ends of the frame beams. According to the diagonal haunched frame beam type floor structure, a beam and slab structure system is adopted, the structure ductility is good, and the reliability is high; the frame beams are arranged in a diagonal and crossed mode, other frame beams and secondary beams are not needed, the structure force transmission path is direct and clear, construction is convenient and fast, the crossed beams are of a multi-direction force transmission structure under the action of vertical loads, and the redundancy and reliability of the structure are improved; the beam ends of the continuous frame beams adopt large-size vertical haunched parts, and the beam end bearing capacity of the continuous beams is fully utilized; and component arrangement and internal force distribution are reasonable, so that the height of the beams in the midspan is small, the span of the floors is small, and the comprehensive economic benefit is remarkable.
本发明公开了一种斜交加腋框架梁式楼盖结构,包括若干呈矩形柱网分布的框架柱、沿矩形柱网双向对角线布置的连续框架梁和布置于框架梁之间的楼板,各跨框架梁跨中两两斜向交叉;所述框架梁的梁端设有大尺寸竖向加腋部。本发明所述的一种楼盖结构,采用梁板结构体系,结构延性好、可靠性高;框架梁之间斜向交叉布置,无其他框架梁及次梁,结构传力路径直接、明确,施工便捷,在竖向荷载作用下交叉梁为多向传力结构,增加了结构的冗余度和可靠度;连续框架梁梁端均采用大尺寸竖向加腋,充分利用了连续梁的梁端承载力;构件布置和内力分布合理,使得跨中梁高小、楼板跨度小,综合经济效益显著。
Diagonal haunched frame beam type floor structure
The invention discloses a diagonal haunched frame beam type floor structure. The diagonal haunched frame beam type floor structure comprises a plurality of frame columns distributed in a rectangular column net, continuous frame beams arranged along the bidirectional diagonal lines of the rectangular column net and floors arranged between the frame beams, and every two frame beams cross in the midspan in a diagonal mode; and large-size vertical haunched parts are arranged at the beam ends of the frame beams. According to the diagonal haunched frame beam type floor structure, a beam and slab structure system is adopted, the structure ductility is good, and the reliability is high; the frame beams are arranged in a diagonal and crossed mode, other frame beams and secondary beams are not needed, the structure force transmission path is direct and clear, construction is convenient and fast, the crossed beams are of a multi-direction force transmission structure under the action of vertical loads, and the redundancy and reliability of the structure are improved; the beam ends of the continuous frame beams adopt large-size vertical haunched parts, and the beam end bearing capacity of the continuous beams is fully utilized; and component arrangement and internal force distribution are reasonable, so that the height of the beams in the midspan is small, the span of the floors is small, and the comprehensive economic benefit is remarkable.
本发明公开了一种斜交加腋框架梁式楼盖结构,包括若干呈矩形柱网分布的框架柱、沿矩形柱网双向对角线布置的连续框架梁和布置于框架梁之间的楼板,各跨框架梁跨中两两斜向交叉;所述框架梁的梁端设有大尺寸竖向加腋部。本发明所述的一种楼盖结构,采用梁板结构体系,结构延性好、可靠性高;框架梁之间斜向交叉布置,无其他框架梁及次梁,结构传力路径直接、明确,施工便捷,在竖向荷载作用下交叉梁为多向传力结构,增加了结构的冗余度和可靠度;连续框架梁梁端均采用大尺寸竖向加腋,充分利用了连续梁的梁端承载力;构件布置和内力分布合理,使得跨中梁高小、楼板跨度小,综合经济效益显著。
Diagonal haunched frame beam type floor structure
斜交加腋框架梁式楼盖结构
ZHOU JUNLI (Autor:in)
18.06.2021
Patent
Elektronische Ressource
Chinesisch
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