self-anchored suspension bridge
A suspension bridge and self-anchoring technology, applied in suspension bridges, bridges, bridge forms, etc., can solve the problems of large amount of foundation engineering, affecting the economical efficiency of the suspension bridge structure, negative impact on environmental aesthetics, etc., to reduce stress and amplitude, and reduce calculation length. , the effect of shortening the construction period
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Embodiment 1
[0071] The span arrangement of the internal self-anchored suspension bridge in this embodiment is the same as that of the Runyang Yangtze River Bridge. Such as figure 1 Shown, a kind of inner self-anchored suspension bridge mainly is made up of main cable 1, sling 2, cable tower 3, inclined column 4, horizontal bar 5, main girder 10 and main girder auxiliary pier 15; Described sling 2 evenly Arranged between the main cable 1 and the main beam 10; the cable tower 3 is arranged at both ends of the main beam 10; the inclined column 4 and the horizontal bar 5 are respectively arranged on both sides of the cable tower 3, and there is a The common end point, that is, the end of the inclined column 4 and the horizontal bar 5 are on the same horizontal line, and the end point is set at the midpoint of the cable tower 3; a steering block I7 is provided at the end of the horizontal bar 5; There is a cable saddle 6, the bottom of the cable tower 3 is poured with a foundation II11 and a ...
Embodiment 2
[0075] The span arrangement of the internal self-anchored suspension bridge in this embodiment is the same as that of the Wufengshan Yangtze River Bridge. An internal self-anchored suspension bridge mainly consists of a main cable 1, a sling 2, a cable tower 3, an inclined column 4, a horizontal bar 5, a main girder 10 and a main girder auxiliary pier 15; the sling 2 is evenly arranged on the main Between the cable 1 and the main girder 10; the cable tower 3 is arranged at both ends of the main beam 10; the inclined column 4 and the horizontal rod 5 are respectively arranged on both sides of the cable tower 3, and have a common end point , that is, the end of the inclined column 4 and the horizontal bar 5 are on the same horizontal line, and the end point is set at the midpoint of the cable tower 3; a steering block I7 is provided at the end of the horizontal bar 5; 6. A foundation II11 is poured at the bottom of the cable tower 3 and a steering block II12 is provided; a found...
Embodiment 3
[0079] The span arrangement of the internal self-anchored suspension bridge in this embodiment is the same as that of the Nanjing Fourth Yangtze River Bridge. An internal self-anchored suspension bridge mainly consists of a main cable 1, a sling 2, a cable tower 3, an inclined column 4, a horizontal bar 5, a main girder 10 and a main girder auxiliary pier 15; the sling 2 is evenly arranged on the main Between the cable 1 and the main girder 10; the cable tower 3 is arranged at both ends of the main beam 10; the inclined column 4 and the horizontal rod 5 are respectively arranged on both sides of the cable tower 3, and have a common end point , that is, the end of the inclined column 4 and the horizontal bar 5 are on the same horizontal line, and the end point is set at the midpoint of the cable tower 3; a steering block I7 is provided at the end of the horizontal bar 5; 6. A foundation II11 is poured at the bottom of the cable tower 3 and a steering block II12 is provided; a f...
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