A continuous seamless rigid contact suspension net system for rail transit and its installation method
A rigid contact and rail transit technology, applied in the direction of overhead lines, etc., can solve problems such as the degradation of the dynamic performance of the pantograph-catenary system, achieve the effects of reducing fault links and operation and maintenance workload, improving reliability, and simple structure
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Embodiment 1
[0041] A rail transit rigid catenary suspension system includes an expansion section 1 and an insulating anchor joint 6 . The two adjacent expansion sections 1 are fixedly connected by an anchoring joint 6, the anchoring joint 6 has a "T"-shaped structure, and the anchoring joint 6 is also fixedly connected with the support structure. The system consists of multiple expansion sections 1. like image 3As shown, the bending directions of the two expansion sections 1 connected by the anchor joint 6 are opposite, and the smooth transition forms a wave shape (preferably, the wave shape is a sine wave), so that the expansion section 1 acts on the anchorage due to the bending deformation The forces on the joint 6 can cancel each other out. The expansion section 1 includes a bus bar connected by welding, a contact wire is installed in the bus bar, and the bus bar and the contact wire form a rigid contact network; a plurality of sliding positioners 5 are also connected to the bus bar...
Embodiment 2
[0046] An installation method for a continuous seamless rigid contact suspension net system for rail transit, comprising step S1: according to line conditions (the line is a straight line, a curve and an easing curve), the highest and lowest temperature of the operating line environment, and the allowable temperature of the expansion section 1 when working Maximum pull-out value Z max with the minimum pull-out value Z min , calculate the distance between the two adjacent anchor joints 6; S2: Install the anchor joint 6 on the support structure according to the distance between the two adjacent anchor joints 6, and install the sliding positioning on the support structure between the two anchor joints 6 Device 5; S3: Determine the value range of the initial pull-out value of the expansion section 1 according to the annual average air temperature at the installation site; S4: Fix one end of the expansion section 1 (that is, one end of the busbar in the expansion section 1) on the ...
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