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Continuous rigid frame arch bridge of suspension type monorail
The embodiment of the invention provides a continuous rigid frame arch bridge of a suspension type monorail. According to the arc bridge, a rail assembly comprises a first cross beam, a second cross beam and two rail beams, the rail beams are arranged at intervals in the transverse bridge direction and extend in the longitudinal bridge direction, and the first cross beam and the second cross beam are arranged between the rail beams at intervals in the longitudinal bridge direction; in a lower structure, a first sub-structure supports the first cross beam, and a second sub-structure is arranged under the interval between the first cross beam and the second cross beam; a first arch foot of a first arch rib structure arranged between the rail beams is connected with the first cross beam, and a second arch foot extends to the position under a rail assembly through the rail beams and is connected with the second sub-structure; the area, located in the upper side of the rail assembly, of the first arch rib structure is connected with the rail beams through first connecting pieces; one end of a supporting assembly arranged between the rail beams is connected with the second sub-structure, and the other end of the supporting assembly is connected with the second cross beam. The continuous rigid frame arch bridge of the suspension type monorail is high in spanning capacity.
本申请实施例提供了一种悬挂式单轨的连续刚构拱桥,其中轨道组件包括第一横梁、第二横梁及两个轨道梁,各轨道梁沿横桥向间隔设置并沿纵桥向延伸,第一横梁和第二横梁设置在各轨道梁间且沿纵桥向间隔设置;下部结构中的第一子结构支撑第一横梁,第二子结构设置在第一横梁与第二横梁之间的间隔处的下侧;设置在各轨道梁间的第一拱肋结构的第一拱脚与第一横梁连接,第二拱脚从各轨道梁间伸至轨道组件的下方且与第二子结构连接;第一拱肋结构位于轨道组件上侧的区域与各轨道梁间通过第一连接件连接;设置在各轨道梁间的支撑组件的一端与第二子结构连接,支撑组件的另一端与第二横梁连接。本申请实施例的悬挂式单轨的连续刚构拱桥跨越能力较高。
Continuous rigid frame arch bridge of suspension type monorail
The embodiment of the invention provides a continuous rigid frame arch bridge of a suspension type monorail. According to the arc bridge, a rail assembly comprises a first cross beam, a second cross beam and two rail beams, the rail beams are arranged at intervals in the transverse bridge direction and extend in the longitudinal bridge direction, and the first cross beam and the second cross beam are arranged between the rail beams at intervals in the longitudinal bridge direction; in a lower structure, a first sub-structure supports the first cross beam, and a second sub-structure is arranged under the interval between the first cross beam and the second cross beam; a first arch foot of a first arch rib structure arranged between the rail beams is connected with the first cross beam, and a second arch foot extends to the position under a rail assembly through the rail beams and is connected with the second sub-structure; the area, located in the upper side of the rail assembly, of the first arch rib structure is connected with the rail beams through first connecting pieces; one end of a supporting assembly arranged between the rail beams is connected with the second sub-structure, and the other end of the supporting assembly is connected with the second cross beam. The continuous rigid frame arch bridge of the suspension type monorail is high in spanning capacity.
本申请实施例提供了一种悬挂式单轨的连续刚构拱桥,其中轨道组件包括第一横梁、第二横梁及两个轨道梁,各轨道梁沿横桥向间隔设置并沿纵桥向延伸,第一横梁和第二横梁设置在各轨道梁间且沿纵桥向间隔设置;下部结构中的第一子结构支撑第一横梁,第二子结构设置在第一横梁与第二横梁之间的间隔处的下侧;设置在各轨道梁间的第一拱肋结构的第一拱脚与第一横梁连接,第二拱脚从各轨道梁间伸至轨道组件的下方且与第二子结构连接;第一拱肋结构位于轨道组件上侧的区域与各轨道梁间通过第一连接件连接;设置在各轨道梁间的支撑组件的一端与第二子结构连接,支撑组件的另一端与第二横梁连接。本申请实施例的悬挂式单轨的连续刚构拱桥跨越能力较高。
Continuous rigid frame arch bridge of suspension type monorail
一种悬挂式单轨的连续刚构拱桥
ZENG MIN (author) / CUI YANG (author) / YAN AIGUO (author) / WEN WANGQING (author) / LIU YANGMING (author) / RAO SHAOCHEN (author) / LIU SHIWEN (author) / CHEN LISHA (author) / MA MING (author) / LI YUANJUN (author)
2021-11-05
Patent
Electronic Resource
Chinese
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