(19)
(11) EP 1 548 190 A3

(12) EUROPEAN PATENT APPLICATION

(88) Date of publication A3:
01.03.2006 Bulletin 2006/09

(43) Date of publication A2:
29.06.2005 Bulletin 2005/26

(21) Application number: 04012158.4

(22) Date of filing: 22.05.2004
(51) International Patent Classification (IPC): 
E01D 2/02(2006.01)
E01D 101/28(2006.01)
E01D 2/00(2006.01)
(84) Designated Contracting States:
AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IT LI LU MC NL PL PT RO SE SI SK TR
Designated Extension States:
AL HR LT LV MK

(30) Priority: 23.12.2003 KR 2003095319

(71) Applicant: Dongyang Construction Co., Ltd.
Seoul 137-070 (KR)

(72) Inventors:
  • Kim, Won-keun
    Dobong-gu, Seoul, 132-023 (KR)
  • Kim, Moon-pal
    Hongeun-dong Seodaemun-gu, Seoul 120-100 (KR)
  • Shin, Hyun-kee
    Yangcheon-gu, Seoul 158-050 (KR)
  • Park, Seoung-kyoo
    Kyungju-si, Kyungsangbuk-do 780-130 (KR)
  • Kim, Tae-hyoung
    Kuro-gu, Seoul 152-054 (KR)
  • Son, Young-ho
    Yeongju-si, Kyungsangbuk-do 750-053 (KR)

(74) Representative: LOUIS, PÖHLAU, LOHRENTZ 
P.O. BOX 30 55
90014 Nürnberg
90014 Nürnberg (DE)

   


(54) Structure and method of connecting I-Type prestressed concrete beams using steel brackets


(57) A structure and method of connecting a plurality of PSC-I beams (PSC-I beams) to each other using steel brackets. The beam connecting structure, each having a sheath pipe therein, includes an end plate which is mounted on each of both ends of each of the PSC-I beams, with a through hole provided on an upper portion of the end plate to correspond to the sheath pipe embedded in each of the PSC-I beams; a steel bracket integrally which is provided on the end plate to be perpendicular to the end plate; a bracket coupling plate to integrally couple the aligned steel brackets to each other; a bottom connecting plate which is provided on lower ends of the aligned steel brackets to connect the steel brackets to each other; a connecting sheath pipe which is provided between the PSC-I beams so that both ends of the connecting sheath pipe are respectively inserted into the through holes of the neighboring end plates of the PSC-I beams while the PSC-I beams are arranged linearly; a prestress strand which is inserted in the sheath pipes of the PSC-I beams and the connecting sheath pipe; and a concrete part which is filled in a space between the PSC-I beams to embed the aligned steel brackets, the bracket coupling plate and the connecting sheath pipe in the concrete part.







Search report