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<ep-patent-document id="EP04012158A3" file="04012158.xml" lang="en" country="EP" doc-number="1548190" kind="A3" date-publ="20060301" status="n" dtd-version="ep-patent-document-v1-0">
<SDOBI lang="en"><B000><eptags><B001EP>ATBECHDEDKESFRGBGRITLILUNLSEMCPTIESILTLVFIROMKCYALTRBGCZEEHUPLSK..HR............</B001EP><B005EP>J</B005EP><B007EP>DIM360 (Ver 1.5  21 Nov 2005) -  1620000/0</B007EP></eptags></B000><B100><B110>1548190</B110><B120><B121>EUROPEAN PATENT APPLICATION</B121></B120><B130>A3</B130><B140><date>20060301</date></B140><B190>EP</B190></B100><B200><B210>04012158.4</B210><B220><date>20040522</date></B220><B250>en</B250><B251EP>en</B251EP><B260>en</B260></B200><B300><B310>2003095319</B310><B320><date>20031223</date></B320><B330><ctry>KR</ctry></B330></B300><B400><B405><date>20060301</date><bnum>200609</bnum></B405><B430><date>20050629</date><bnum>200526</bnum></B430></B400><B500><B510EP><classification-ipcr sequence="1"><text>E01D   2/02        20060101AFI20050308BHEP        </text></classification-ipcr><classification-ipcr sequence="2"><text>E01D   2/00        20060101ALI20050308BHEP        </text></classification-ipcr><classification-ipcr sequence="3"><text>E01D 101/28        20060101ALI20050308BHEP        </text></classification-ipcr></B510EP><B540><B541>de</B541><B542>Konstruktion und Verfahren zur Verbindung von Type-I Spannbetonträgern unter Verwendung von Stahlkonsolen</B542><B541>en</B541><B542>Structure and method of connecting I-Type prestressed concrete beams using steel brackets</B542><B541>fr</B541><B542>Structure et procédé pour la fixation des poutres en béton précontraint du type-I utilisant des consoles en acier</B542></B540><B590><B598>4a</B598></B590></B500><B700><B710><B711><snm>Dongyang Construction Co., Ltd.</snm><iid>04878270</iid><irf>46467ep/WK/hs</irf><adr><str>1580-3 Seocho-dong, 
Seocho-gu</str><city>Seoul 137-070</city><ctry>KR</ctry></adr></B711></B710><B720><B721><snm>Kim, Won-keun</snm><adr><str>117-803 Shin-dong-a Apartment,
Banghak-3-dong</str><city>Dobong-gu,
Seoul, 132-023</city><ctry>KR</ctry></adr></B721><B721><snm>Kim, Moon-pal</snm><adr><str>103-1401 Hyundai Apartment, 202-5</str><city>Hongeun-dong
Seodaemun-gu,
Seoul 120-100</city><ctry>KR</ctry></adr></B721><B721><snm>Shin, Hyun-kee</snm><adr><str>201 (19/2) Goldvile, 557-31,
Mok-dong</str><city>Yangcheon-gu,
Seoul 158-050</city><ctry>KR</ctry></adr></B721><B721><snm>Park, Seoung-kyoo</snm><adr><str>401-1002 Chungwoo-town,
Hwangseong-dong</str><city>Kyungju-si,
Kyungsangbuk-do 780-130</city><ctry>KR</ctry></adr></B721><B721><snm>Kim, Tae-hyoung</snm><adr><str>106-2206 Doosan Apartment,
Kuro-4-dong</str><city>Kuro-gu,
Seoul 152-054</city><ctry>KR</ctry></adr></B721><B721><snm>Son, Young-ho</snm><adr><str>201-1906 Namsan Hyundai Apartment
Hyoocheon-3-dong</str><city>Yeongju-si,
Kyungsangbuk-do 750-053</city><ctry>KR</ctry></adr></B721></B720><B740><B741><snm>LOUIS, PÖHLAU, LOHRENTZ</snm><iid>00100393</iid><adr><str>P.O. BOX 30 55</str><city>90014 Nürnberg</city><ctry>DE</ctry></adr></B741></B740></B700><B800><B840><ctry>AT</ctry><ctry>BE</ctry><ctry>BG</ctry><ctry>CH</ctry><ctry>CY</ctry><ctry>CZ</ctry><ctry>DE</ctry><ctry>DK</ctry><ctry>EE</ctry><ctry>ES</ctry><ctry>FI</ctry><ctry>FR</ctry><ctry>GB</ctry><ctry>GR</ctry><ctry>HU</ctry><ctry>IE</ctry><ctry>IT</ctry><ctry>LI</ctry><ctry>LU</ctry><ctry>MC</ctry><ctry>NL</ctry><ctry>PL</ctry><ctry>PT</ctry><ctry>RO</ctry><ctry>SE</ctry><ctry>SI</ctry><ctry>SK</ctry><ctry>TR</ctry></B840><B844EP><B845EP><ctry>AL</ctry></B845EP><B845EP><ctry>HR</ctry></B845EP><B845EP><ctry>LT</ctry></B845EP><B845EP><ctry>LV</ctry></B845EP><B845EP><ctry>MK</ctry></B845EP></B844EP><B880><date>20060301</date><bnum>200609</bnum></B880></B800></SDOBI>
<abstract id="abst" lang="en">
<p id="pa01" num="0001">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.
<img id="iaf01" file="imgaf001.tif" wi="78" he="65" img-content="drawing" img-format="tif"/></p>
</abstract>
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</ep-patent-document>
