WO2003104578A1 - 鉄骨建築物及び柱と梁の接合構造 - Google Patents
鉄骨建築物及び柱と梁の接合構造 Download PDFInfo
- Publication number
- WO2003104578A1 WO2003104578A1 PCT/JP2003/003282 JP0303282W WO03104578A1 WO 2003104578 A1 WO2003104578 A1 WO 2003104578A1 JP 0303282 W JP0303282 W JP 0303282W WO 03104578 A1 WO03104578 A1 WO 03104578A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- column
- joint
- reinforcing member
- section
- plate
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2418—Details of bolting
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2445—Load-supporting elements with reinforcement at the connection point other than the connector
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2448—Connections between open section profiles
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2457—Beam to beam connections
Definitions
- the present invention relates to a steel building and a joint between a column and a beam.
- Patent No. 2992580 and Patent No. 2992581 disclose the use of Lianoka for columns and beams, and the construction of steel frames by joining the columns and beams.
- Katsuoka of the same cross section is used for the pillar and the beam, so that the number of varieties of Fujimitsu used increases and the construction cost increases.
- the reinforcing member provided in the cross section of the beam having the beam-joining joint and the reinforcing member provided in the cross-section of the column forming the joint in the beam cannot be made the same member and used. The number of types of reinforcing members will increase, and construction costs will increase.
- Japanese Patent Laid-Open No. 11-324129 discloses a dry joint structure that does not use welding by connecting a reinforcing member within the cross section of the beam and connecting the end of the column to the reinforcing member at the beam-to-beam joint.
- a horizontal stiffener is welded to the column at the joint, and the end of the beam is joined to the horizontal stiffener, which may cause bending of the column due to the heat effect of the welding or welding of the stiffener. Therefore, special equipment such as an assembly jig is required. Disclosure of the invention
- An object of the present invention is to reduce the number of types of shaped steel to be used in a steel building using the shaped steel for columns and beams. It is another object of the present invention to reduce the number of varieties of reinforcements used for joints between pillars and beams in a steel frame building using transversal pillars and beams.
- Another object of the present invention is to employ a dry joint structure that does not use welding in a pillar-to-column joint.
- the present invention relates to a steel-framed building using section steel for columns and beams, using a section steel of the same cross section for columns and beams, and using a beam-winning joint that joins the ends of columns to three sickles.
- the fS column has a beam joint that joins the end of the beam, a reinforcing member provided in the cross section of the beam that forms the beam-winning connection, and a column that forms the beam-winning connection. The same member as the reinforcing member provided in the cross section is used.
- the present invention provides a pillar-to-column joining structure for joining an end of a beam to a column, wherein a reinforcing member is porto-joined to a cross section of the column, and an end of the beam is porto-joined to the reinforcing member. It was done. ⁇ brief description
- Fig. 1 shows an example of a steel building
- (A) is a side view
- (B) is a cross-sectional view showing sections of columns and beams.
- Figure 2 shows the reinforcing members commonly used for beam-to-column and pillar-to-column joints.
- (B) is a plan view.
- FIG. 3 is a perspective view showing a beam-to-beam joint.
- FIG. 4 is a front view showing a beam-to-beam joint.
- FIG. 5 is a sectional view taken along line VV of FIG.
- FIG. 6 is a cross-sectional view taken along the line VI-VI of FIG.
- FIG. 7 is a sectional view taken along the line VII-VII in FIG.
- FIG. 8 is a sectional view taken along the line VIII-VHI in FIG.
- FIG. 9 is a perspective view showing a pillar-winning connection.
- FIG. 10 is a front view showing a junction between ttfl tickets.
- FIG. 11 is a sectional view taken along line XI-XI in FIG.
- FIG. 12 is a cross-sectional view taken along the line X-XII of FIG.
- FIG. 13 is a sectional view taken along the line XIII--XIII in FIG.
- FIG. 14 is a sectional view taken along the line XIV_XIV of FIG. BEST MODE FOR CARRYING OUT THE INVENTION
- steel building 1 is made of H-section steel for columns 10 and beams 20, and the joints between columns 10 and beams 20 allow floor space on each floor to have garage 2A.
- the building has a raised floor 2 with a raised floor and a standard floor 3 with the floor height of each floor as a standard.
- the elevated floor section 2 and the standard floor section 3 are structurally integrated in a state where a step is generated between the beam height level of the elevated floor section 2 and the beam height level of the standard floor section 3. Then, inside each of the high floor section 2 and the standard floor section 3, the upper or lower end of the column 10 is joined to the joint A of the beam 20 and the end of the column 10 is joined to the beam 20. It is beam-joining connection A.
- the connecting port B is a pillar-to-column joint that joins the end of the beam 20 to the side of the column 10.
- the H-section steel having the same cross section is used for the column 10 and the beam 20.
- the cross section of this H? I is, for example, 300 mm in height and 150 mm in width, as shown in Fig. 1 (B), and has a web thickness tw and a flange thickness t ⁇ (tw and tf are different types).
- the reinforcing member 30 provided in the cross-section of the beam 20 constituting the beam-joining joint A is used.
- the same member can be applied to the reinforcing member 30 provided within the cross section of the pillar 10 having the connecting port B of the pole ticket.
- Reinforcement sound attached 3 ⁇ is in the cross section of beam 20 at beam-to-beam joint J It is used by being loaded on each side of the web w, and is also used by being loaded on each side of the web w of the H-induction within the cross section of the pillar 10 at the junction B.
- the reinforcing member 30 is a central grooved plate 3 serving as a connecting member connecting the two end plates 31 and 32 at both ends and the two end plates 31 and 32. 3 and stiffener plates 3 4 and 3 5 on both sides.
- the grooved plate 33 has X-shaped reinforcing ribs 33 A on its web, and the inner surfaces of the left and right end plates 31 are welded to each of the two side portions (flanges) at one end and the other end.
- the inner surfaces of the left and right end plates 32 are welded to each of the two side portions (flanges).
- the stiffener plate 34 is welded to the outer surface of the left end plate 31 on one side, and the outer surface of the left end plate 32 is welded to the other side.
- each of the left and right end plates 31 has one port through hole 31A, and each of the left and right end plates 32 has one port through hole 32A.
- two port mounting holes 2 1 In each of the two sides of the wW w of the beam 20 in the portion forming the beam-to-beam joint A in the longitudinal direction of the beam 20, two port mounting holes 2 1 ( The left and right end plates 3 1 of the reinforcing member 30 are provided with port insertion holes 31 A), and the other upper and lower flanges: two port mounting holes 2 2 at f 2 (the left and right sides of the reinforcing member 30). End plate 32 (corresponds to port 2 32A). Porto mounting holes 21 and 22 are provided in each of the predetermined portions of the joint A where the plurality of beams are pre-determined in the longitudinal direction of the beam 20, and a port is selected from the plurality of predetermined portions. One of them may be adopted as the joint A for beam winning this time.
- the end plate 11 is welded to the end (upper end or lower end) of the column 10 constituting the beam-to-column joint A.
- two port holes 11 A (corresponding to the port insertion holes 31 A of the left and right end plates 31 of the reinforcing member 30) are provided on both sides of the web w of the column 10.
- an L-shaped plate 12 is erected around each of the port through holes 11 A.
- the L-shaped plate 12 has an L-shaped cross section, one end of which is welded to the end plate 11, one side being a web w of the column 10, and the other side being a flange of the column 10: f
- the port insertion space (insertion space for Porto 51) enclosed between the web w of the column 10 and the flange f is opened at the other end.
- Beam-to-join joint A consists of the following steps.
- each reinforcing member 30 is loaded on each side of the web w of the beam 20.
- the web of the grooved plate 33 of each reinforcing sound 30 is loaded so as to be attached to both sides of the web w of the beam 20.
- the two blades 31, 32 of the reinforcing member 30 are attached to both flanges f 1, f 2 of the beam 20.
- the high-strength port 52 is passed through the other flange of the beam 20 and the end plate 32 of the reinforcing member 30 through the port-through hole 32 A of the nut, and is screwed to the high-strength port 52. With 52 A, the flange f 2 of the beam 20 and the end plate 32 of the reinforcing member 30 are fastened. '
- the fastening force of the high-strength port 51 is determined by the moment acting on the joint A that wins the beam. It is set so that the end plate 11 of column 10 does not open from the flange of beam 20: fl.
- Pillar-winning connection B (Fig. 9 to Fig. 14)
- each of the two port mounting holes 1 3 (The right and left end plates 31 of the reinforcing member 30 are provided with port holes 31A, and two 'port mounting holes 1 4 are provided on the other left and right flanges f2. (Corresponding to the port holes 32A of the left and right end plates 32).
- Portes 13 and 14 are provided at each of the predetermined portions of the port B which has a predetermined number of pillars in the longitudinal direction of the pillar 10 and are provided with holes. The selected one may be adopted as the joint connection B which wins the pillar this time.
- the end plate 23 is welded to the end (left end or right end) of the beam 20 that forms the joint B, which is the winning joint.
- two port holes 23A (corresponding to the port holes 31A of the left and right end plates 31 of the reinforcing member 30) are provided on both sides of the web w of the beam 20. .
- an L-shaped plate 24 is erected around each port through hole 23 A.
- the L-shaped plate 24 has an L-shaped cross-section, one end of which is welded to the end plate 23, one side being the web w of the beam 20, and the other side being the outer edge of the flange f of the beam 20.
- Port insertion space (insertion space for Porto 53), which is welded between the web w of the beam 20 and the flange f, is opened at the other end.
- the joint B of the leak consists of the following procedures.
- a reinforcing member 30 is loaded on each side of the column V of the column 10 in the portion where the joint B of the ticket is formed.
- the web of the grooved plate 33 of each reinforcing member 30 is loaded so as to be attached to both sides of the web w of the column 10.
- Both end plates 31 and 32 of the reinforcing member 30 are attached to both flanges il and f2 of the pillar 10.
- the high strength port 53 is passed through 1 A, and the nut 53 A screwed to the high strength port 53 allows the end plate 23 of the beam 20, the flange fl of the column 10, and the reinforcing member 30 Fasten end plate 31.
- the high-strength port 54 is passed through the other flange f 2 of the column 10 and the end plate 32 of the reinforcing member 30 and the port through hole 32 A of the reinforcing member 30 and is screwed to the high-strength port 54.
- the flange f 2 of the column 10 and the end plate 32 of the reinforcing member 30 are fastened with the nut 54 A.
- the fastening force of the high-strength port 53 is set so that the end plate 23 of the beam 20 does not open from the flange fl of the column 10 due to the moment acting on the joint B of the ttl.
- H-sections of the same cross section were used for the columns 10 and beams 20 of the bone building 1. Therefore, the number of varieties of H-Su used can be reduced and the construction cost can be reduced.
- the reinforcing member 30 that is provided in the cross section of the beam 20 that forms the beam-to-joint connection A and the leakage The reinforcing member 30 provided in the cross section of the pillar 10 constituting the joint B can be made as long as the reinforcing member 30. Accordingly, the number of the reinforcing members 30 used can be reduced, and the construction cost can be reduced.
- the reinforcing member 30 is porto-joined within the cross section of the beam 20 and the end of the column 10 is porto-joined to the reinforcing member 30.
- the floor plan can be freely set, and the position of the pillar 10 and the width of the window can be changed even after the building.
- through pillars are not required, and pillars 10 can be shortened. Construction with two tow trucks becomes T5j ability, and it can be built on narrow or narrow premises.
- the reinforcing member 30 is porto-joined within the cross section of the column 10 and the end of the beam 20 is porto-joined to the reinforcing member 30.
- a concubine structure can be adopted.
- the joint B can be easily formed without causing bending of the column due to the influence of welding, and the position of the beam 20 can be freely selected for each floor, and the floor height at each floor can be freely set. Even after building, the position of the beam 20 and the height of the window can be changed.
- through beams are not required, and the length of the beam 20 can be shortened.
- the construction capacity can be reduced by a single light truck and mini-wrecker, and construction can be performed on a narrow road site or a narrow site.
- the strong member 30 is formed in a box shape consisting of end plates 31 and 3 at both ends and connecting members (groove plate 33 and stiffener plates 34 and 35) connecting both end blades 31 and 32. Oka I ⁇ is also high for the reinforcing member 30 itself. Therefore, the joints of the beams 20 that are port-joined by adding the end plates 31 and 32 at both ends of the reinforcing member 30 to both flanges f 1 and f 2 of the column 10 have high joint strength. It can be secured.
- the embodiments of the present invention have been described in detail with reference to the drawings.
- the specific configuration of the present invention is not limited to this embodiment.
- the columns and beams are not limited to H-sections, but may be made of other sections such as C-sections.
- the form of the reinforcing member may be another form.
Abstract
Description
Claims
Priority Applications (6)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US10/516,462 US7637069B2 (en) | 2002-06-05 | 2003-03-18 | Steel frame building and joint structure of column and beam |
DE60313771T DE60313771T2 (de) | 2002-06-05 | 2003-03-18 | Stahlrahmengebäude und verbindungskonstruktion für säulen und träger |
KR1020047019721A KR100961015B1 (ko) | 2002-06-05 | 2003-03-18 | 철골건축물 및 기둥과 보의 접합구조 |
AU2003220905A AU2003220905A1 (en) | 2002-06-05 | 2003-03-18 | Steel frame building and joint structure of column and beam |
EP03757186A EP1510628B1 (en) | 2002-06-05 | 2003-03-18 | Steel frame building and joint structure of column and beam |
HK06100225.1A HK1080527B (zh) | 2002-06-05 | 2006-01-05 | 鋼架建築及柱和梁的接合結構 |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2002-164473 | 2002-06-05 | ||
JP2002164473A JP4028759B2 (ja) | 2002-06-05 | 2002-06-05 | 鉄骨建築物及び柱と梁の接合構造 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2003104578A1 true WO2003104578A1 (ja) | 2003-12-18 |
Family
ID=29727570
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/JP2003/003282 WO2003104578A1 (ja) | 2002-06-05 | 2003-03-18 | 鉄骨建築物及び柱と梁の接合構造 |
Country Status (10)
Country | Link |
---|---|
US (1) | US7637069B2 (ja) |
EP (1) | EP1510628B1 (ja) |
JP (1) | JP4028759B2 (ja) |
KR (1) | KR100961015B1 (ja) |
CN (1) | CN100342094C (ja) |
AU (1) | AU2003220905A1 (ja) |
DE (1) | DE60313771T2 (ja) |
HK (1) | HK1080527B (ja) |
TW (1) | TWI226402B (ja) |
WO (1) | WO2003104578A1 (ja) |
Families Citing this family (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ES2253967B1 (es) * | 2004-01-16 | 2007-03-16 | Ibañez Lazurtegui, S.L. | Sistema de union rigida atornillada para estructuras metalicas. |
DE102006052854B4 (de) * | 2006-11-09 | 2012-05-10 | Eisenmann Ag | Großraumkabine zur Behandlung von Werkstücken |
US20120186191A1 (en) * | 2009-07-09 | 2012-07-26 | Tadayoshi Okada | Rolled h-section steel |
ES2398757B1 (es) * | 2011-02-18 | 2014-01-21 | Modultec, S.L. | Sistema de unión de módulos entre plantas para edificios de construcción modular. |
JP2013036165A (ja) * | 2011-08-03 | 2013-02-21 | Asahi Kasei Homes Co | 建物 |
CN103797196B (zh) * | 2011-09-14 | 2015-11-25 | 日立机材株式会社 | 梁和柱的接合结构以及接合部件 |
WO2014047145A1 (en) * | 2012-09-18 | 2014-03-27 | Wayne Amstrong | Modular support systems |
MX368074B (es) | 2015-01-23 | 2019-09-17 | Mitek Holdings Inc | Montaje de panel aislado. |
US9464427B2 (en) * | 2015-01-23 | 2016-10-11 | Columbia Insurance Company | Light gauge steel beam-to-column joint with yielding panel zone |
JP6370819B2 (ja) * | 2016-02-03 | 2018-08-08 | 東芝三菱電機産業システム株式会社 | 回転電機 |
JP6594932B2 (ja) * | 2017-07-20 | 2019-10-23 | 株式会社飯田産業 | 柱固定金具 |
JP6322329B1 (ja) * | 2017-11-22 | 2018-05-09 | 株式会社神戸製鋼所 | ドアビーム |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH02229339A (ja) * | 1989-02-28 | 1990-09-12 | Daiwa House Ind Co Ltd | 柱梁剛接合構造 |
JPH0444545A (ja) * | 1990-06-12 | 1992-02-14 | Nikken Sekkei Ltd | 柱と梁の接合部および補強金物 |
JPH0617507A (ja) * | 1992-06-30 | 1994-01-25 | Toshiro Suzuki | 構造部材の補強構造及び補強金具 |
Family Cites Families (13)
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JPS5419681B2 (ja) | 1971-10-15 | 1979-07-17 | ||
US3952472A (en) * | 1972-10-05 | 1976-04-27 | Boehmig Robert L | Joint for transferring bending moments |
JPS5316617A (en) | 1976-07-30 | 1978-02-15 | Kawai Musical Instr Mfg Co | Key signal generator using piezooelectric element for electronic instrument |
JPS62120602A (ja) | 1985-11-20 | 1987-06-01 | Matsushita Electric Ind Co Ltd | テ−プガイドドラム装置 |
JPH04339936A (ja) | 1991-05-17 | 1992-11-26 | Sekisui House Ltd | 柱・梁の接合装置 |
US6073405A (en) * | 1995-12-22 | 2000-06-13 | Icf Kaiser Engineers, Inc. | Fitting for effecting bolted connection between a beam and a column in a steel frame structure |
JPH1193258A (ja) * | 1997-09-19 | 1999-04-06 | Nippon Steel Corp | 柱梁接合構造 |
JPH11324129A (ja) | 1998-05-18 | 1999-11-26 | Sekisui Chem Co Ltd | 梁に対する柱の接合構造及び建物ユニット |
JP2000226890A (ja) | 1999-02-05 | 2000-08-15 | Sekisui House Ltd | マルチファンクションフレームシステムのジョイントパーツ |
JP2000291139A (ja) | 1999-04-12 | 2000-10-17 | Kooyoo Create:Kk | 鉄骨軸組の構築方法 |
US6430890B1 (en) * | 2000-03-28 | 2002-08-13 | Dietrich Industries, Inc. | Web stiffener |
CN2438761Y (zh) * | 2000-06-23 | 2001-07-11 | 李得文 | 直柱与横梁对接构造 |
US6609344B2 (en) * | 2001-11-21 | 2003-08-26 | Eluterio Saldana | Connectors, tracks and system for smooth-faced metal framing |
-
2002
- 2002-06-05 JP JP2002164473A patent/JP4028759B2/ja not_active Expired - Fee Related
-
2003
- 2003-03-18 EP EP03757186A patent/EP1510628B1/en not_active Expired - Fee Related
- 2003-03-18 KR KR1020047019721A patent/KR100961015B1/ko not_active IP Right Cessation
- 2003-03-18 AU AU2003220905A patent/AU2003220905A1/en not_active Abandoned
- 2003-03-18 DE DE60313771T patent/DE60313771T2/de not_active Expired - Fee Related
- 2003-03-18 WO PCT/JP2003/003282 patent/WO2003104578A1/ja active IP Right Grant
- 2003-03-18 US US10/516,462 patent/US7637069B2/en not_active Expired - Fee Related
- 2003-03-18 CN CNB038128039A patent/CN100342094C/zh not_active Expired - Fee Related
- 2003-03-25 TW TW092106618A patent/TWI226402B/zh not_active IP Right Cessation
-
2006
- 2006-01-05 HK HK06100225.1A patent/HK1080527B/zh not_active IP Right Cessation
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH02229339A (ja) * | 1989-02-28 | 1990-09-12 | Daiwa House Ind Co Ltd | 柱梁剛接合構造 |
JPH0444545A (ja) * | 1990-06-12 | 1992-02-14 | Nikken Sekkei Ltd | 柱と梁の接合部および補強金物 |
JPH0617507A (ja) * | 1992-06-30 | 1994-01-25 | Toshiro Suzuki | 構造部材の補強構造及び補強金具 |
Non-Patent Citations (1)
Title |
---|
See also references of EP1510628A4 * |
Also Published As
Publication number | Publication date |
---|---|
EP1510628A4 (en) | 2006-02-08 |
KR20050004282A (ko) | 2005-01-12 |
AU2003220905A1 (en) | 2003-12-22 |
JP2004011217A (ja) | 2004-01-15 |
JP4028759B2 (ja) | 2007-12-26 |
EP1510628B1 (en) | 2007-05-09 |
EP1510628A1 (en) | 2005-03-02 |
HK1080527A1 (en) | 2006-04-28 |
KR100961015B1 (ko) | 2010-06-01 |
HK1080527B (zh) | 2008-01-25 |
CN1659343A (zh) | 2005-08-24 |
TWI226402B (en) | 2005-01-11 |
US7637069B2 (en) | 2009-12-29 |
US20050247007A1 (en) | 2005-11-10 |
DE60313771D1 (de) | 2007-06-21 |
DE60313771T2 (de) | 2008-01-24 |
CN100342094C (zh) | 2007-10-10 |
TW200307778A (en) | 2003-12-16 |
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