The present invention, after the casting production step (S10) for medium-diameter press-pushing tubes, an upper slab toward the upper end of the tunnel region the upper slab traction step of towing the upper slab along the region where the medium-diameter steel pipe with press-propelled ( S20), wherein the opposite sides of the traction the upper slab bottom and excavating the inner wall and the pillar region formed at the bottom portion is set to the center of each respective side bottom view gang ball center bottom view Figure gaenggong forming step (S30 to form a gaenggong) , wherein from the middle of the upper slab center bottom that is formed in the bottom center of Fig installed jibojae the space hayeoseo excavation line regions on both sides of the forming column portions to a gang gongcheuk respectively, after digging a pole unit area of ​​the center pillar portion Drilled column portion forming step (S40), and the drilling so as to be adjacent to the side wall region of the tunnel construction by the installation number of the nail over the surface of the excavation A side wall region of the tunneling step to reinforce the surface (S50), the digging-up drilling the construction area by a lateral wall region drilling step (S50) of the tunnel up to the side wall of the tunnel after the formation of the secondary excavation face 620 , insert installed jibojae 621 for reinforcing the support of the top slab 200 becomes unstable by the secondary excavated surface 620 that is the zoom excavation and the second between the jibojae 621 and jibojae 621 excavated surface 620 against the wire mesh to the cover the head of the nail (610) is cut on the surface and processed cutting a plurality of the nail to form a shotcrete layer 622 protruding in the second drilling plane (620) , after the tunnel wall-up drilling method comprising: digging-up the tunnel side walls (S60), the tunnel side walls enlarged drilling step (S60), facilities for jibogong for the stability of the upper slab to the formed space, and non-woven fabric to expand excavated surface, and emitter in the scene with the waterproofing facilities Side walls 600, an upper slab support for placing the structure facilities and tunnel side wall structure placing step (S70), a tunnel, and drilling a structure internal to excavate in the remaining region, to install the bracing and angle recovering the remains of gaenggong based floor concrete through the structure and internal excavations step (S80) of the cast-in-place facilities and basic water shield, the lower concrete slab, and the slab is installed below the common duct, and the press packing facilities step (S90),
Hameuroseo configured so that it is possible to improve the method provided by this reason according to the construction of tunnels in non-excavation type as before minimizing the pushing count of the steel pipe, and directly placing the construction of each of the tunnel structure in the tunnel, the overall operation time so as to significantly reduce that, as well as to so significantly reduces the required number of driven steel pipe, the construction of the whole tunnel remarkable reduction of the required cost effectiveness of the construction, as well as straight or curved type of the tunnel can easily it relates to non-excavation type tunnel construction method has an effect of being able to be the active application to straighten and curve of a tunnel screen.