Abstract:
PROBLEM TO BE SOLVED: To provide a hollow pipe body capable of efficiently forming the frozen ground. SOLUTION: The hollow pipe body 1 pushed into the ground comprises freezing pipes 11 extending in the axial direction at the inside hollow side of a body comprising a steel pipe 12 and a reinforced concrete 13 and a heat insulating section 15 surrounding the inside hollow side inside the freezing pipes. The freezing pipes 11, 11 extends to positions at both sides of the hollow 10 of the body. The freezing pipes are further embedded in an additional concrete 14 integrated with the steel pipe and the reinforced concrete. COPYRIGHT: (C)2011,JPO&INPIT
Abstract:
PROBLEM TO BE SOLVED: To provide a low-cost and short-term freezing method for ground around an existing small-sized underground structure, which is excellent in a surrounding environment. SOLUTION: In this freezing method for the ground around the existing small-sized underground structure, the underground structure is equipped with at least a structure body; a cooler, which connects a liquefied gas feed passage connected to a liquefied gas feed unit and a liquefied gas recovery passage connected to a liquefied gas recovery unit, is arranged at a predetermined depth in the structure body; and a ground around the underground structure is frozen by feeding liquefied gas to the cooler and cooling air in the structure body. COPYRIGHT: (C)2010,JPO&INPIT
Abstract:
PROBLEM TO BE SOLVED: To provide a method for freezing and removing polluted soil, for making block-shaped frozen soil by utilizing a freezing technique and sealing the volatilization of a harmful substance or the malodor of waste with ice to more reduce an environmental risk than before while enhancing the removal/feed-out efficiency of polluted soil. SOLUTION: This method for freezing and removing polluted soil has a cooling pipe arranging process for arranging cooling pipes in polluted soil, in which a pollutant is present, so as to make the distances between the center parts of the cooling pipes equal, a cooling process for supplying a freezing medium to the cooling pipes to form discontinuous frozen soil comprising the surface part of non-frozen soil and the remainder of frozen soil around the cooling pipes, and a frozen soil removing process for taking out the frozen part of discontinuous frozen soil to the surface of the ground. COPYRIGHT: (C)2005,JPO&NCIPI
Abstract:
PROBLEM TO BE SOLVED: To efficiently polish both of a polishing surface with small recesses and a flat polishing surface by a hand-held nonwoven polishing sheet. SOLUTION: The nonwoven polishing sheet comprises: fibers sterically and undirectionally collected and joined at their intersection points to have 3-20 mm thicknesses; and abrasive grains attached in spaces among the fibers from the surface toward the inside. The sheet is flexible and cut to such a size as to be hand-held for polishing a polishing object. Further, the sheet is formed with a plurality of notched lines 2 arranged linearly at predetermined pitches in such a manner that the notched lines 2 pass in the surface or through both the surfaces. The sheet is folded back with the notched lines 2 as folding lines, thereby to polish the object with the cutting surfaces 3 exposed along the folding lines. COPYRIGHT: (C)2004,JPO
Abstract:
PROBLEM TO BE SOLVED: To provide an earth retaining cut-off structure and an earth retaining cut-off method capable of very safely carrying out work of a widening section by enhancing freezing force (shearing force) and freezing separation resistance force in an abutting section of an earth retaining cut-off wall of frozen soil and tunnel lining materials to prevent the collapse of the earth retaining cut-off wall and the deformation and displacement of the lining materials. SOLUTION: Shield holes 1 and 1 are bored in parallel with each other. The earth retaining cut-off wall 2 of frozen soil is formed between the shield holes 1 and 1. Both ends 2a and 2a of the earth retaining cut-off wall 2 are respectively abutted on skin plates 3a of steel shelled segments 3 installed as the lining materials of the shield holes 1 and 1. Dowels 4 are projected to the abutting section of both ends 2a and 2a of the earth retaining cut-off wall 2 and the skin plates 3a of the steel shelled segments 3. COPYRIGHT: (C)2004,JPO