Urban rail transit continuous basin beam
A kind of urban rail transit and basin-type technology, which is applied in bridges, buildings, etc., can solve the problems of unreasonable force of U-shaped beam structure, inability to apply in cross-crossing sections, and inability to cross large nodes, etc., to achieve high torsional strength , Reasonable structural stress, reducing visual effects
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Embodiment 1
[0028] Embodiment one sees Figure 1-3 As shown, this urban rail transit continuous pot beam is set in the crossover section or where it needs to cross a larger node, and is connected with the existing U-shaped beam. The beam body is supported by the support base plate 3, the The upper web 2 on both sides of the bottom plate and the flange plate 1 on the top of the upper web are connected to form a channel with a pot-shaped cross section. At least two pairs of rail bearing platforms 5 are arranged on the supporting bottom plate, which are fixedly connected along the length direction of the beam body. There is a power supply device, a power supply cable support body 6 and a communication signal cable groove 7. The span of the beam body is 40 meters to 80 meters. Layer, the rest of the beam body support bottom plate 3 is a closed box shape, and the lower surface of the single-layer support bottom plate of the side fulcrum section and the mid-span straight section is a smooth tra...
Embodiment 2
[0031] Embodiment two see Image 6 , Figure 7 , the power supply device on the beam body is a catenary power supply device, including a catenary column 9, which is a prestressed reinforced concrete column or a steel column, and the catenary column 9 is fixedly connected to the flange plate 1 of the beam body . The catenary column 9 is fixedly connected to the beam body with a flange plate connected by pre-embedded anchor bolts. The catenary column 9 can be either a non-compensated catenary column or a compensated catenary column.
Embodiment 3
[0032] Embodiment three see Figure 8 , Figure 9 , and the second embodiment differs in that the catenary column 9 is fixedly connected to the support floor of the beam between the two pairs of rail platforms 5 .
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