Patent SG-11201407027Y-A (SG)
Title: Steel wall
Inventor: NAGAO NAOYA
IPC: E02B3/06
Filed: 2012-05-01
Abstract: (i2) mwu ft iz s-5 iv x m £ titz s issaj n d9) mm IHMMi (43) m&'&m a 2013 ^11 R 7 0(07.11.2013) WIPOIPCT (10) WO 2013/164885 A1 (51) E02D 5/04 (2006.01) (21) (22) (25) (26) 4>§fl(£> s In: E02B 3/06 (2006.01) PCT/JP2012/061574 2012 ^5^1 0(01.05.2012) (71) tiJUA ^TCDjt^lllCOl^T): §TH it ft it £ tt (NIPPON STEEL & SUMITOMO METAL CORPORATION) [JP/JP]; T 1008071 ^ftEEl — T @ 6 # 1 Tokyo (JP). (72) (75) ^BJ#/&JjiA (^HICOl^TG)<fr): zfcJl jttil (NAGAO, Naoya) [JP/JP]; T 1008071 |C JS. H EA0>fa = Tg 6# 1 fa Tokyo (JP). H cf 3 £ ffi (TANAKA, Hiroyuki) [JP/JP]; T 1008071 H I*&CD fa — T @ 6f1^ irH fa Tokyo (JP). = (74) ftlA: =. • \ (KURIBAYASHI, Mitsuo); 1110042 5 #9-^ % • Bat*;i/2|Jg Tokyo (JP). (8i) ^T©ffi®a)@faffi IS t ^ nJ f b): AE, AG, AL, AM, AO, AT, AU, AZ, BA, BB, BG, BH, BR, BW, BY, BZ, CA, CH, CL, CN, CO, CR, CU, CZ, DE, DK, DM, DO, DZ, EC, EE, EG, ES, FI, GB, GD, GE, GH, GM, GT, HN, HR, HU, ID, IL, IN, IS, JP, KE, KG, KM, KN, KP, KR, KZ, LA, LC, LK, LR, LS, LT, LU, LY, MA, MD, ME, MG, MK, MN, MW, MX, MY, MZ, NA, NG, NI, NO, NZ, OM, PE, PG, PH, PL, PT, QA, RO, RS, RU, RW, SC, SD, SE, SG, SK, SL, SM, ST, SV, SY, TH, TJ, TM, TN, TR, TT, TZ, UA, UG, US, UZ, VC, VN, ZA, ZM, ZW. (84) > ±T(Dmm(Dfcm% 11^ nlfb): ARIPO (BW, GH, GM, KE, LR, LS, MW, MZ, NA, RW, SD, SL, SZ, TZ, UG, ZM, ZW), 3. — =j V T (AM, AZ, BY, KG, KZ, RU, TJ, TM), 3 — • V / ^ (AL, AT, BE, BG, CH, CY, CZ, DE, DK, EE, ES, FI, FR, GB, GR, HR, HU, IE, IS, IT, LT, LU, LV, MC, MK, MT, NL, NO, PL, PT, RO, RS, SE, SI, SK, SM, TR), OAPI (BF, BJ, CF, CG, CI, CM, GA, GN, GQ, GW, ML, MR, NE, SN, TD, TG). - mmmi 21 ^(3)) (54) Title: STEEL WALL ~ (54)^BJC0^^:ilim = [03] b 2 //&/& 00 00 •t i-H en i-H o CJ o & V 1U) (57) Abstract: Provided is a steel wall for which construc­ tion is simple and for which a wall body, made by coupling steel sheet piles capable of readily having high water resist­ ance, is reinforced with steel pipes or steel H-beams. A wall body (4) is provided by coupling plurality of hat-shaped a steel sheet piles (1) by way of joints. Steel pipes (2) for rein­ forcing the wall body (4) are provided lined up along the lengthwise direction of the wall body (4). Gaps are provided between the wall body (4) and the steel pipes (2). The wall body (4) is formed as a steel sheet piling wall in corrug a - ated shape that repeats concavity and convexity in the lengthwise direction. The steel pipes (2) are disposed so as to fit partially into the concave portions of the wall body (4). The top of the wall body (4) and steel pipes (2) are coupled. The coupling of the wall body (4) and steel pipes (2) is by way of concrete. Load transfer occurs between the wall body (4) and steel pipes (2). Thus, steel a wall (3) can be struc­ tured to receive and distribute the acting earth load or water load the to wall body (4) and steel pipes (2). (57) mm-' fn WO 2013/164885 A11 lllll llllllll II llllll III lllll lllll lllll III III III lllll lllll llll llll lllll lllll lllllll llll llll fro, tmww KIMA*® 1 y ItbtlT^-So tfStMrofi^lRllC/'&oTafe^TlSltbflTl^o Sf*4 t ilW2 <t(£>PBll-PBlfiifrs§i\"f b^lTl^-So §f^ 4 li, <t LT;ft^^[^l-[H][fl^:^yjiiI\"t~;j£fikbU-- : ilW2li, Stt4©IH]®lc-®jb<Ayat?«i:9lciE{t$*lTl^<g>o Sf*4 0)SSSP<!:® g 2 ©sSSP*!: *><£*£ • >*'J-hlc«i;yfT*>*l6o Sft4 t M<§2t(Dm-x:ftWfcmmit>tiz>o ztuc^y, »gS3ii, t -ettffi its itft ofltti tt&z c