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System constructing underground structure by the pulling force of tension member and method constructing underground structure thereby
System constructing underground structure by the pulling force of tension member and method constructing underground structure thereby
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机译:利用受拉构件的拉力构造地下结构的系统及由此构造地下结构的方法
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摘要
According to the present invention, two supporting points on a pilot tensile member, that is a pulling fixed point F, and a reaction supporting point S are a supporting point. The pulling reaction generated when a hydraulic jack pulls a pilot tensile member is delivered to a P side steel pipe through a supporting H-shaped steel of the hydraulic jack, and used to the pilot tensile member. Moreover, the pulling reaction of the used pilot tensile member is delivered to a reaction supporting point S. Therefore, both steel pipes P, Q are facing each other and dug toward the underground central part by interaction between the reaction of the supporting H-shaped steel and the pulling reaction of the hydraulic jack. The pulling method does not need a separate reaction supporting wall, so a structure is simple and the digging work is efficient. Therefore, the construction period can be reduced. Both steel pipes P, Q are facing each other and dug at the same time toward the underground central part, so the contact side friction length of a digging steel pipe is cut by half and the progressive frictional force is minimized. Therefore, steel pipe digging is efficient. The digging steel pipe is certainly guided toward a planning direction by the pilot tensile member, so the steel pipe digging direction corresponds to the planning direction not only in a digging process but also after the steel pipe digging is finished. Therefore, the construction quality is excellent and the quality can be expected.
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