Roadbed structure penetrating through active fault and construction method thereof
A technology for active faults and subgrades, applied in roads, roads, buildings, etc., can solve the problems of subgrade structure cracking, inability to adapt to the horizontal deformation of active strike-slip faults, and large impact on subgrade structures, so as to reduce engineering costs and shorten passenger and freight time. , to avoid the effect of long-distance evasion
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Embodiment 1
[0040] A subgrade structure that crosses active faults, such as Figure 2-Figure 7 , from top to bottom are subgrade filling body 1, top plate 2, slip layer 3, bottom plate 4 and cushion layer 5.
[0041] Lay the cushion layer 5 structure on the broken plate 6 of the active fault zone. The cushion layer 5 is filled with qualified subgrade filler, the thickness is not less than 0.3m, and the top surface of the cushion layer 5 is at the same height for laying the bottom plate 4.
[0042] The bottom plate 4 is located on the cushion layer 5 and is made of reinforced concrete; along the longitudinal direction of the line, the bottom plate 4 is broken at intervals of 5m, leaving deformation joints to adapt to ground movement and deformation, and to prevent the bottom plate 4 from being sheared by earthquake force. The bottom plate 4 is not less than 3m beyond the lateral length of the roadbed filling body 1 on the upstream side of the strike-slip fault sliding direction, and not le...
Embodiment 2
[0052] Based on Embodiment 1, this embodiment provides a construction method for a shock-absorbing and isolating subgrade structure that crosses active strike-slip faults. The construction steps are as follows:
[0053] S1. Clean up the planting soil on the surface and level the site;
[0054] S2. Lay the cushion layer 5 according to the terrain, and the thickness of the cushion layer 5 is not less than 0.3m;
[0055] S3, cast the bottom plate 4 in the vertical mold, smear the adhesive 34 on the bottom plate 4, and paste the polytetrafluoroethylene plate;
[0056] S4, apply lubricant 33 on the top of the polytetrafluoroethylene plate, and lay a stainless steel plate above the lubricant 33;
[0057] S5, vertical mold pouring roof 2 above the stainless steel plate;
[0058] S6, reserve through holes 71 on both sides of the top plate 2 and the bottom plate 4, insert HPB300 steel bars 72 in the through holes 71, and grout around the steel bars 72 to form the limit key 7;
[005...
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