Compressible tunnel bottom structure for inhibiting tunnel floor heave and construction method
The invention discloses a compressible tunnel bottom structure for inhibiting tunnel floor heave and a construction method. The structure comprises a bearing plate, wherein the bearing plate is positioned between a side wall and an inverted arch of a tunnel; a porous component is filled between the...
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creator | FAN YUNHE HE CHANGGUO ZHAO WANQIANG ZENG QIN REN TIANSHUO ZHENG CHANGQING LONG YOUHAO LU JUNFU TANG YIN YUAN WEI WANG CHUANG JU GUOQUAN YU YU LIU JINSONG |
description | The invention discloses a compressible tunnel bottom structure for inhibiting tunnel floor heave and a construction method. The structure comprises a bearing plate, wherein the bearing plate is positioned between a side wall and an inverted arch of a tunnel; a porous component is filled between the bearing plate and the inverted arch; the inverted arch is provided with an energy absorption component; the energy absorption component can be telescopically deformed along the arc length direction of the inverted arch; and a ballast bed is laid above the bearing plate. According to the structure, the inverted arch has certain vertical deformation capacity, and part of stress acting on the inverted arch can be absorbed; the porous component is matched, energy can be released and pressure can be reduced under the extrusion action of surrounding rock, the load transferred by the upper bearing plate can be properly borne, the stability of a track plate and the ballast bed is guaranteed, the condition that the inverted |
format | Patent |
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The structure comprises a bearing plate, wherein the bearing plate is positioned between a side wall and an inverted arch of a tunnel; a porous component is filled between the bearing plate and the inverted arch; the inverted arch is provided with an energy absorption component; the energy absorption component can be telescopically deformed along the arc length direction of the inverted arch; and a ballast bed is laid above the bearing plate. According to the structure, the inverted arch has certain vertical deformation capacity, and part of stress acting on the inverted arch can be absorbed; the porous component is matched, energy can be released and pressure can be reduced under the extrusion action of surrounding rock, the load transferred by the upper bearing plate can be properly borne, the stability of a track plate and the ballast bed is guaranteed, the condition that the inverted</abstract><oa>free_for_read</oa></addata></record> |
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language | chi ; eng |
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subjects | EARTH DRILLING FIXED CONSTRUCTIONS GALLERIES LARGE UNDERGROUND CHAMBERS MINING SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, ORDRAINING IN OR OF MINES OR TUNNELS SHAFTS TUNNELS |
title | Compressible tunnel bottom structure for inhibiting tunnel floor heave and construction method |
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