Construction structure and construction method of small-span abutment adjacent to railway business line
A construction method and small-spacing technology, applied in bridges, bridge maintenance, bridge reinforcement, etc., can solve the problems of existing line abutment safety hazards, existing abutment roadbed interference, etc., to ensure safe operation, reduce safety hazards, reduce the effect of interference
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Embodiment 1
[0040] Such as Figure 1 to Figure 4 As shown, in this embodiment, because the distance between the abutment 1 of the new line and the existing track 9 is too close, when excavating the foundation pit of the abutment 1 of the new line, it is necessary to excavate part of the cone of the abutment 4 of the existing line Therefore, there will be no protection for the filler in the transitional section of the bridge, and the existing track 9 will be partly suspended after sliding and collapsing, thereby causing a potential safety hazard of interrupting traffic accidents. Existing line abutment refers to the abutment supported by the railway line already in operation.
[0041] Therefore, the small-pitch abutment structure adjacent to the railway business line in this embodiment adopts a vertical excavation scheme to ensure the operation safety of the existing railway line.
[0042] The small-pitch abutment construction structure adjacent to the railway business line in this embodi...
Embodiment 2
[0052] Such as Figure 1 to Figure 4 As shown, the small-spacing abutment construction method adjacent to the railway business line of the present embodiment, during the construction of the small-spacing abutment construction structure adjacent to the railway business line described in embodiment 1, comprises the following steps:
[0053] A. Set the protective bent frame 5 and the settlement observation point 10 on the cone of the abutment 4 of the existing line;
[0054] B. Carry out excavation protection pile 3 and reinforce existing line abutment 4 cone construction;
[0055] C. Excavate the first layer of earthwork between the protective piles 3 vertically, and carry out the construction of the retaining wall between the piles of the first layer; wherein, the piles set between the adjacent excavated protective piles 3 The retaining wall is anchored by the anchor bar hanging net layer 2 and the anchor bar;
[0056] D. Carry out vertical excavation of the earth between the...
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