专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 发明专利

JP2003278479A Method of constructing widening tunnel 有权
标题翻译：构造宽带隧道的方法
公开(公告)号：JP2003278479A
公开(公告)日：2003-10-02
申请号：JP2002083417
申请日：2002-03-25
申请人： Kajima Corp , Kumagai Gumi Co Ltd , Mitsui Miike Mach Co Ltd , Okumura Corp , Public Works Research Institute , Sentan Kensetsu Gijutsu Center , 株式会社三井三池製作所 , 株式会社奥村組 , 株式会社熊谷組 , 独立行政法人土木研究所 , 財団法人先端建設技術センター , 鹿島建設株式会社
发明人： MASHITA HIDETO , KAMATA HIROHISA , NAKAMORI JUNICHIRO , SHIMODERA SHINICHI , INAO MICHIHIRO , KIDOKORO TOSHIRO , ITO NORIYUKI , AKUTSU AKIHIDE , HATAYAMA EIICHI , MIZUHARA KENZO , INOUE NAOKI , KAMIYAMA HIDEO , NAKAKITA AKIHIRO , TEJIMA TAKAHARU
IPC分类号： E21D9/01 , E21D9/00 , E21D11/08 , E21D23/03
摘要： PROBLEM TO BE SOLVED: To provide a method of constructing a widening tunnel capable of easily enlarging a tunnel section while ensuring an ordinary traffic in the existing tunnel just as it is. SOLUTION: One side of the outside of the existing tunnel 2 and an upward ground are excavated while making a vehicle go through in the existing tunnel 2, a plurality of precast slabs 18 are arranged on the excavated surface to make back-filling, a guard fence 14 is constructed in the vertical direction from the precast slab on the top, the existing tunnel 2 is removed while making the vehicle go through in a space 29 surrounded by the precast slabs 18 and the guard fence 14, the precast slabs 18 are arranged on the remaining excavated wall surface of a new tunnel 4 to make back-filling after the removal of the existing tunnel, and then, the guard fence 14 is removed. COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种构造能够容易地扩大隧道段的加宽隧道的方法，同时确保现有隧道中的普通业务。解决方案：在现有隧道2中使车辆通过现有隧道2外侧的一侧和向上的地面时，在挖掘面上设置多个预制板18，以进行回填在顶部的预制板上沿垂直方向构造防护栏14，在使预制板18和防护栏14围绕的空间29内通过现有的隧道2，预制板 18设置在新隧道4的剩余挖掘壁面上，在拆除现有隧道之后进行回填，然后移除防护栏14。版权所有（C）2004，JPO

2. 发明专利

JP2003278475A Widening method of existing tunnel and demolition method of the existing tunnel 有权
标题翻译：现有隧道现有的宽带化方法和现有隧道的拆除方法
公开(公告)号：JP2003278475A
公开(公告)日：2003-10-02
申请号：JP2002083012
申请日：2002-03-25
申请人： Kajima Corp , Kumagai Gumi Co Ltd , Mitsui Miike Mach Co Ltd , Okumura Corp , Public Works Research Institute , Sentan Kensetsu Gijutsu Center , 株式会社三井三池製作所 , 株式会社奥村組 , 株式会社熊谷組 , 独立行政法人土木研究所 , 財団法人先端建設技術センター , 鹿島建設株式会社
发明人： MASHITA HIDETO , KAMATA HIROHISA , NAKAMORI JUNICHIRO , KAMIYAMA HIDEO , NAKAKITA AKIHIRO , SHIMODERA SHINICHI , INAO MICHIHIRO , KIDOKORO TOSHIRO , ITO NORIYUKI , AKUTSU AKIHIDE , HATAYAMA EIICHI , MIZUHARA KENZO , INOUE NAOKI , TEJIMA TAKAHARU
IPC分类号： E21D9/01 , E21D9/00
摘要： PROBLEM TO BE SOLVED: To efficiently carry out widening work of a tunnel while using the existing tunnel just as it is. SOLUTION: In a method for constructing a new tunnel 2 by mounting a protector 15 on the inner circumferential surface of the existing tunnel to carry out the widening work in an approximately concentric circle on the outer circumference of the existing tunnel 1 while using the existing tunnel 1 just as it is, a bedrock 7 between a horizontal line X at right angles to the tunnel axial center 3 and the upper section 2a of the new tunnel 2 is excavated along the direction of the axis of the tunnel in the vicinity of the upper part of the upper end 6 of the existing tunnel 1, and after the excavated surface has been supported, bedrocks 8, 8, 9 and 9 between the sides 1b of the existing tunnel 1 and the sides 2b of the new tunnel 2 have been excavated in the direction of the lower part of the tunnel and in parallel to the direction of the axis of the tunnel, the excavated surface is supported to demolished the existing tunnel. COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：在使用现有隧道的同时，有效地开展隧道的扩大工作。解决方案：在通过将保护器15安装在现有隧道的内圆周表面上来构造新隧道2的方法中，以在现有隧道1的外圆周上以大致同心圆进行加宽工作，同时使用现有的隧道1就是沿着隧道的轴线方向在附近挖掘沿着隧道轴心3的水平线X与新隧道2的上部2a之间的基岩7 在现有隧道1的上端6的上部，并且在挖掘表面已被支撑之后，现有隧道1的侧面1b和新隧道2的侧面2b之间的基底8,8,9和9 沿隧道下部的方向挖掘，并与隧道的轴线平行，挖掘出的地面被拆除了现有隧道。版权所有（C）2004，JPO

3. 发明专利

JP2003278477A Widening method of tunnel, tunnel and simple protector 有权
标题翻译：隧道，隧道和简单保护器的宽带化方法
公开(公告)号：JP2003278477A
公开(公告)日：2003-10-02
申请号：JP2002082434
申请日：2002-03-25
申请人： Kajima Corp , Kumagai Gumi Co Ltd , Mitsui Miike Mach Co Ltd , Okumura Corp , Public Works Research Institute , Sentan Kensetsu Gijutsu Center , 株式会社三井三池製作所 , 株式会社奥村組 , 株式会社熊谷組 , 独立行政法人土木研究所 , 財団法人先端建設技術センター , 鹿島建設株式会社
发明人： MASHITA HIDETO , KAMATA HIROHISA , NAKAMORI JUNICHIRO , SHIMODERA SHINICHI , INAO MICHIHIRO , KIDOKORO TOSHIRO , ITO NORIYUKI , AKUTSU AKIHIDE , HATAYAMA EIICHI , MIZUHARA KENZO , INOUE NAOKI , KAMIYAMA HIDEO , NAKAKITA AKIHIRO , TEJIMA TAKAHARU
IPC分类号： E21D9/01 , E21D9/00 , E21D11/10 , E21D23/03
摘要： PROBLEM TO BE SOLVED: To provide a widening method or the like of a tunnel capable of easily enlarging a tunnel section while ensuring an ordinary traffic in the existing tunnel just as it is. SOLUTION: The upper half part 13 of a new tunnel is excavated, and a sprayed concrete 7a is placed. The lower half part 17 of the new tunnel is excavated, and the sprayed concrete 7c is placed. An invert section 10a is excavated, a new tunnel base 9a is constructed to install a simple protector 21 and a fence type protector 22, and a traffic is moved to the simple protector 21. Then, the existing tunnel lining 33 is demolished to provide a new tunnel lining 5. COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供能够容易地扩大隧道段的隧道的拓宽方法等，同时确保现有隧道中的普通业务。解决方案：挖掘新隧道的上半部13，放置喷射混凝土7a。挖掘新隧道的下半部17，放置喷射混凝土7c。挖掘了反转部10a，构成新的隧道基部9a，以安装简单的保护器21和挡板式保护器22，并且将流量移动到简单保护器21.然后，现有的隧道衬里33被拆除以提供新隧道衬里5.版权所有（C）2004，JPO

4. 发明专利

JP2004285789A Tunnel widening apparatus 有权
公开(公告)号：JP2004285789A
公开(公告)日：2004-10-14
申请号：JP2003082015
申请日：2003-03-25
申请人： Kajima Corp , Kumagai Gumi Co Ltd , Mitsui Miike Mach Co Ltd , Okumura Corp , Public Works Research Institute , Sentan Kensetsu Gijutsu Center , 株式会社三井三池製作所 , 株式会社奥村組 , 株式会社熊谷組 , 独立行政法人土木研究所 , 財団法人先端建設技術センター , 鹿島建設株式会社
发明人： MASHITA HIDETO , KAMATA HIROHISA , WAKABAYASHI AKIRA , SATO MASAAKI , INAO MICHIHIRO , KIDOKORO TOSHIRO , ITO NORIYUKI , AKUTSU AKIHIDE , SHIMIZU TOMOAKI , MIZUHARA KENZO , INOUE NAOKI , KAKIUCHI YUKIO , YASUKAWA YOSHIHIRO , TEJIMA TAKAHARU , WAKAMATSU SHIGEKI
IPC分类号： E21D9/01 , E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a widening apparatus for an existing tunnel, widening in a short period of time and at a low cost by safely keeping a tunnel to a designated period to minimize a traffic obstacle and minimizing the replacement work/installation position change work for appartus required for construction work. SOLUTION: This tunnel widening apparatus includes: an excavating work part having a universal arm type cutter 10 and breaker 20 mounted on trucks 11, 21 moving on an arch frame adapted to extend over the outer periphery of the existing tunnel lining part and passing through the inner periphery of a tunnel liing part after widening and adapted to excavate the facing in the periphery of an existing tunnel lining part like an arch; a lining work part having a drifter 6 provided to move in the circumferential direction of the arch frame 2 toward the tunnel inner wall excavated like an arch and a concrete spray nozzle 24 and adapted to perform lining work; and a moving means part for moving a base 2 loaded with the arch frame 3 and the respective work parts in the axial direction of the tunnel. COPYRIGHT: (C)2005,JPO&NCIPI

5. 发明专利

JP2004285711A Construction method for enlarged tunnel 有权
公开(公告)号：JP2004285711A
公开(公告)日：2004-10-14
申请号：JP2003079584
申请日：2003-03-24
申请人： Kajima Corp , Kumagai Gumi Co Ltd , Mitsui Miike Mach Co Ltd , Okumura Corp , Public Works Research Institute , Sentan Kensetsu Gijutsu Center , 株式会社三井三池製作所 , 株式会社奥村組 , 株式会社熊谷組 , 独立行政法人土木研究所 , 財団法人先端建設技術センター , 鹿島建設株式会社
发明人： MASHITA HIDETO , KAMATA HIROHISA , WAKABAYASHI AKIRA , SATO MASAAKI , INAO MICHIHIRO , KIDOKORO TOSHIRO , ITO NORIYUKI , AKUTSU AKIHIDE , SHIMIZU TOMOAKI , MIZUHARA KENZO , INOUE NAOKI , KAKIUCHI YUKIO , YASUKAWA YOSHIHIRO , WAKAMATSU SHIGEKI , TEJIMA TAKAHARU
IPC分类号： E21D9/01 , E21D19/00
摘要： PROBLEM TO BE SOLVED: To provide a construction method for an enlarged tunnel, increasing the width of one side part of an existing tunnel to construct a sidewalk or a vehicle road of one lane in the enlarged width part, securing the traffic during the period of works, and efficiently excavating to an enlargement scale while preventing landslide of the ground. SOLUTION: After an enlarged width tunnel part T2 having a width 1/2 as large as that of the existing tunnel T1 is excavated on one side part of the existing tunnel T1, a lining wall body part 9A is formed on the excavating wall surface extending from the upper end part of excavation to the upper end of one side part of a lining body (t) of the existing tunnel T1, the lining wall body part 9A is supported on one side part of the lining body (t), and a partition wall partitioning between the enlarged width tunnel part T2 and the existing tunnel T1 is formed by the lining wall body part 9A and one side part of the lining body (t). After that, the enlarged width tunnel part T2 side is used for a road for the vehicle, and with the partition wall left undone, the existing tunnel T1 is knocked down and removed. While landslide of the ground is prevented, the ground of the upper peripheral part is excavated to an enlargement scale. COPYRIGHT: (C)2005,JPO&NCIPI

6. 发明专利

JPH08270072A PRESTRESSED FORM FOR BEAM AND CONSTRUCTION USING IT 失效
公开(公告)号：JPH08270072A
公开(公告)日：1996-10-15
申请号：JP10075995
申请日：1995-03-31
申请人： KENSETSUSHO KENCHIKU KENKYU SH , SENTAN KENSETSU GIJUTSU CENTER , OHBAYASHI CORP , OKUMURA CORP , KUMAGAI GUMI CO LTD , KONOIKE CONST , PENTA OCEAN CONSTRUCTION , SATO KOGYO , SHIMIZU CONSTRUCTION CO LTD , SUMITOMO CONST , ZENITAKA CORP , TAISEI CORP , DAINIPPON DOBOKU KK , DAIHO CONSTRUCTION CO LTD , TEKKEN CONSTR CO , TODA CONSTRUCTION , TOKYU KENSETSU KK , TOYO CONSTRUCTION , TOBISHIMA CONSTRUCT CO LTD , JAPAN DEV & CONSTRUCTION , HAZAMA GUMI , HASEGAWA KOMUTEN KK , MAEDA CONSTRUCTION
发明人： BABA AKIO , YAMAMOTO TORU , OKUBO TAKAAKI , OGATA MASAHIRO , KIDOKORO TOSHIRO , KOYANAGI MITSUO , OTSUKA TAKASHI , FURUHASHI TAKESHI , YAMAKAWA ISAO , WACHI SHUNKO , HIRAKAWA YOSHINOBU , OBARA KENJI , MURAKAMI MIGI , KUMAGAI MASAKI , HAGIWARA HIROSHI
IPC分类号： E04B1/16 , E04B1/22
摘要： PURPOSE: To eliminate a need for a timbering in the middle position of a beam and to improve workability and productivity by a method wherein a reinforcing bar is disposed in the hollow part of formed for a beam the base body of which comprises a cement extrusion moulded plate having a hollow part formed continuously in a longitudinal direction is formed and a prestress is introduced. CONSTITUTION: In a prestressed forms 1 for a beam wherein base bodies 11, 12, and 13 constituted of a cement extrusion molded plate are assembled in a U-shape in cross section, the base bodies are fixed by a form holding tool 2 so that prestressed forms are firmly secured for integral formation. The form holding tools 2 are disposed in a plurality of spots approximately at equal intervals in the longitudinal direction of the prestressed forms 1 for a beam. The form holding tools, disposed in the vicinity of the two end parts of the forms 1, of the form holding tools are supported from below by a timbering and the forms 1 are installed in a given position. Reinforcing bars 14 are inserted in hollow parts 11a and 12a of the base bodies 11 and 12 and a prestress is introduced by tensioning the reinforcing bars 14 through end face plates, disposed at the end parts of the hollow parts 11a and 12a, by means of nuts. In installation of forms, only the vicinities of the two end parts of the prestress forms for a beam may be supported by the timbering and the timbering in the intermediate position of the beam is eliminated.

7. 发明专利

JPH08270129A PLACING FORM FOR FLOOR AND ITS USAGE 失效
公开(公告)号：JPH08270129A
公开(公告)日：1996-10-15
申请号：JP10052895
申请日：1995-03-31
申请人： KENSETSUSHO KENCHIKU KENKYU SH , SENTAN KENSETSU GIJUTSU CENTER , OHBAYASHI CORP , OKUMURA CORP , KUMAGAI GUMI CO LTD , KONOIKE CONST , PENTA OCEAN CONSTRUCTION , SATO KOGYO , SHIMIZU CONSTRUCTION CO LTD , SUMITOMO CONST , ZENITAKA CORP , TAISEI CORP , DAINIPPON DOBOKU KK , DAIHO CONSTRUCTION CO LTD , TEKKEN CONSTR CO , TODA CONSTRUCTION , TOKYU KENSETSU KK , TOYO CONSTRUCTION , TOBISHIMA CONSTRUCT CO LTD , JAPAN DEV & CONSTRUCTION , HAZAMA GUMI , HASEGAWA KOMUTEN KK , MAEDA CONSTRUCTION
发明人： BABA AKIO , YAMAMOTO TORU , OKUBO TAKAAKI , OGATA MASAHIRO , KIDOKORO TOSHIRO , KOYANAGI MITSUO , OTSUKA TAKASHI , UEDA HIDEKI , KUMADA MASAKANE , WACHI SHUNKO , HIRAKAWA YOSHINOBU , OBARA KENJI , KOGA RYOZO , KUMAGAI MASAKI , HAGIWARA HIROSHI
IPC分类号： E04B5/38 , E04B5/43
摘要： PURPOSE: To improve productivity by inserting reinforcing bars into hollow portion disposed in longitudinal direction in a cement extrusion forming place and then filling filler material. CONSTITUTION: A cement extrusion forming plate 10 having rectangular, plural hollow portions 11 in succession in longitudinal direction, is formed. Reinforcing bars 12 are inserted in part or all of the plural hollow portions. Filler material 13, such as cement mortar, is filled in the hollow portions inserted with reinforcing bars 12. A flooring, placing form 1, having ant legs for increasing bond force of concrete 2, is formed on upper surface. The flooring, placing plate 1 is then supported with beams. Lower end bar, distributing bars 31 and upper end bar, distributing bars 32, and upper end bar main bars 33 are disposed on top of the form 1, and then concrete 2 is placed. Accordingly, supporting process becomes unnecessary, so that floor slab placement in enhanced.

8. 发明专利

JPH08151684A CONSTRUCTION METHOD FOR REINFORCED CONCRETE CONSTRUCTION BUILDING 失效
公开(公告)号：JPH08151684A
公开(公告)日：1996-06-11
申请号：JP32123994
申请日：1994-11-30
申请人： KENSETSUSHO KENCHIKU KENKYU SH , SENTAN KENSETSU GIJUTSU CENTER , OHBAYASHI CORP , OKUMURA CORP , KUMAGAI GUMI CO LTD , KONOIKE CONST , PENTA OCEAN CONSTRUCTION , SATO KOGYO , SHIMIZU CONSTRUCTION CO LTD , SUMITOMO CONST , ZENITAKA CORP , TAISEI CORP , DAINIPPON DOBOKU KK , DAIHO CONSTRUCTION CO LTD , TEKKEN CONSTR CO , TODA CONSTRUCTION , TOKYU KENSETSU KK , TOYO CONSTRUCTION , TOBISHIMA CONSTRUCT CO LTD , JAPAN DEV & CONSTRUCTION , HAZAMA GUMI , HASEGAWA KOMUTEN KK , MAEDA CONSTRUCTION
发明人： BABA AKIO , YAMAMOTO TORU , FUKUYAMA HIROSHI , OGATA MASAHIRO , KIDOKORO TOSHIRO , OTOBE AKIYOSHI , YAMAGUCHI AKIRA , NAKAZAWA HARUO , MORIMOTO TOSHIYUKI , KATO SHUNTARO , ISO KENICHI
IPC分类号： E04B1/16 , E04G21/12
摘要： PURPOSE: To improve workability and productivity by eliminating necessity for a support to promote mechanization in a construction jobsite. CONSTITUTION: In the case of constructing a reinforced concrete construction building of frame structure system formed of a pillar, beam and a floor slab, at least a beam type frame 6 and beam reinforcement units 2a, 2b, having strength capable of supporting weight of placed concrete to be built in truss or lattice shape, are arranged to be fixed between pillar reinforcements 5. In a condition of holding the beam type frame 6 by the beam reinforcement units 2a, 2b, concrete is placed in a beam reinforcement unit part.

9. 发明专利

JPH08270068A MECHANICAL METHOD OF REINFORCED CONCRETE BUILDING 失效
公开(公告)号：JPH08270068A
公开(公告)日：1996-10-15
申请号：JP10052995
申请日：1995-03-31
申请人： KENSETSUSHO KENCHIKU KENKYU SH , SENTAN KENSETSU GIJUTSU CENTER , OHBAYASHI CORP , OKUMURA CORP , KUMAGAI GUMI CO LTD , KONOIKE CONST , PENTA OCEAN CONSTRUCTION , SATO KOGYO , SHIMIZU CONSTRUCTION CO LTD , SUMITOMO CONST , ZENITAKA CORP , TAISEI CORP , DAINIPPON DOBOKU KK , DAIHO CONSTRUCTION CO LTD , TEKKEN CONSTR CO , TODA CONSTRUCTION , TOKYU KENSETSU KK , TOYO CONSTRUCTION , TOBISHIMA CONSTRUCT CO LTD , JAPAN DEV & CONSTRUCTION , HAZAMA GUMI , HASEGAWA KOMUTEN KK , MAEDA CONSTRUCTION
发明人： BABA AKIO , YAMAMOTO TORU , OKUBO TAKAAKI , FUKUYAMA HIROSHI , YAMAUMI TOSHIHIRO , OGATA MASAHIRO , KIDOKORO TOSHIRO , IKEDA YUICHI , SUEOKA KAZUHISA , WATANABE HIDEHIKO , OTOBE AKIYOSHI , YOSHIDA SHIGEO , TSUTSUMI HIDEAKI , NAKAZAWA HARUO , UEDA HIDEKI , MORIMOTO TOSHIYUKI , MIKI YOSHIKAZU , YAMAKAWA ISAO , SAKAI MASANOBU , WACHI SHUNKO , IWANAMI KOICHI , UENO SHUICHI , HIRAKAWA YOSHINOBU , OBARA KENJI , ISO KENICHI , ONO YOICHIRO , IWAZAWA SEIKICHI , HAGIWARA HIROSHI
IPC分类号： E04B1/16 , E04G11/02 , E04G21/02 , E04G21/12
摘要： PURPOSE: To construction and to promote construction accuracy by using installation devices for column member, beam member and floor form traveling on a floor, and providing members conveyed in an execution story while adjusting positions and attitudes in a state to hold the members in the installation devices. CONSTITUTION: In construction of a column, one column form 51 is conveyed to a hoisting lift 81 with a fork lift 86 to move it to an execution story, and it is transferred to a roller conveyer 82. Then, a horizontal carrier 83 is positioned downward thereof, the column form 51 is mounted on a column member mounting platform, and a column member installation device 2 is conveyed near to the mounting platform while moving on a floor 11 in a state to hold it. Then, every mechanism of the column member installation device 2 is properly driven, a holding jig of the column form 51 is held with a column member holding mechanism and is lifted, and it is held in a vertical state. It is installed in a specific position while adjusting the positions and attitudes. A column reinforced unit 52 is conveyed and is installed in the same method, and after the completion, the remaining two column forms are installed so as to contact with the column form installed in advance, and the column forms are so installed that they have a U-shaped section surrounding the column reinforced unit 52.

10. 发明专利

JP2005278576A Ground cover grass unit and method for setting grass 有权
标题翻译：接地盖单元和设置草的方法
公开(公告)号：JP2005278576A
公开(公告)日：2005-10-13
申请号：JP2004100589
申请日：2004-03-30
申请人： Geostr Corp , Kajima Corp , ジオスター株式会社 , 鹿島建設株式会社
发明人： SAKUSE NOBUO , NAKAMURA HANAKO , INOHARA HIDEAKI , KIDOKORO TOSHIRO , UCHIKAWA TAKAO , KARAKI HIROSHI
IPC分类号： A01G1/00 , A01G7/00
摘要： PROBLEM TO BE SOLVED: To shorten a period of construction, when a school yard, a structure, etc., is brought out by lawn, or is planted with grass, and to create an environment suitable for growth of ground cover grass, such as the lawn.
SOLUTION: A ground cover grass unit 11 is composed of a grass planting unit 13 and a support base 14 for supporting the grass planting unit 13, wherein the support base 14 is composed of a three-dimensionally shaped block 2 which is formed out of linear materials 1 of mortar or concrete blended with a vegetable fiber by partially adhering the linear materials 1 to one another and forming spaces between the linear materials 1, and the grass planting unit 13 is formed by charging an upper area of the support base 14 or the formed spaces between the linear materials 1 with a soil substance 8, so that the ground cover unit 11 is structured.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了缩短施工时间，当学校院子，结构等由草坪带出或种植草地时，要创造适合生长地面覆盖草的环境，如草坪。解决方案：地面覆盖草单元11由植草单元13和用于支撑草地植入单元13的支撑基座14组成，其中支撑基底14由三维形状的块2组成，其形成通过将线状材料1彼此部分粘合并在直线材料1之间形成空间，将与植物纤维混合的砂浆或混凝土的线材1混合，并且通过向支撑基底线性材料1与土壤物质8之间形成的空间，从而构成地盖单元11。版权所有（C）2006，JPO＆NCIPI

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式