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

JP2014225619A 樹脂成形装置及び半導体装置の製造方法有权
标题翻译：树脂成型设备和半导体器件制造方法
公开(公告)号：JP2014225619A
公开(公告)日：2014-12-04
申请号：JP2013105195
申请日：2013-05-17
申请人：アサヒ・エンジニアリング株式会社 , Asahi Engineering Kk
发明人： ISHII MASAAKI
IPC分类号： H01L21/56 , B29C33/00 , B29C33/68 , H01L27/14 , H04N5/335
CPC分类号： H01L2224/16225
摘要：【課題】複数の半導体装置を一括して樹脂成形する際に、各半導体装置と離型フィルムとの間の密着性を向上させ、薄バリの発生を抑制することにある。【解決手段】各半導体装置(1)の保護領域(110a)を離型フィルム(112)で保護して複数の半導体装置を一括して樹脂成形するための装置であって、前記複数の半導体装置及び前記離型フィルムが配置される金型(100)と、前記半導体装置ごとに前記金型内に設けられた複数の可動コア(104)と、を備え、各半導体装置(1)の可動コア(104)によって、前記離型フィルム(112)の前記半導体装置(1)への押圧力を調整可能であることを特徴とする、装置。【選択図】図1
摘要翻译：要解决的问题：为了在通过树脂共同模制多个半导体器件时，提高每个半导体器件与脱模膜之间的粘附性，以抑制薄毛刺的发生。解决方案：一种用树脂共同模制多个半导体器件的设备用脱模膜（112）保护每个半导体器件（1）的保护区域（110a）包括：多个半导体器件和释放膜布置的模具（100）; 以及设置在每个半导体器件的模具中的多个可动芯（104）。可以通过每个半导体器件（1）的可动芯（104）来调节释放膜（112）对半导体器件（1）的按压力。

2. 发明专利

JP2014163147A Reinforcement structure of girder bridge 有权
标题翻译： GIRDER BRIDGE加固结构
公开(公告)号：JP2014163147A
公开(公告)日：2014-09-08
申请号：JP2013036117
申请日：2013-02-26
申请人： Asahi Engineering Kk , 朝日エンヂニヤリング株式会社 , Ae Japan Kk , エーイ−ジャパン株式会社
发明人： TOKUNO MITSUHIRO
IPC分类号： E01D22/00 , E01D1/00 , E01D2/02
摘要： PROBLEM TO BE SOLVED: To provide a reinforcement structure capable of soundly maintaining the load distribution function possessed by space-filling concrete in a girder bridge over a long time.SOLUTION: The girder bridge is formed by filling the space-filling concrete 3 in a joint gap 2 formed between main girders 1, by providing the concrete main girders 1 in parallel in the bridge width direction while extending in the bridge length direction, and a hanger member 7 is arranged in large numbers at an interval in the bridge length direction in the joint gap 2, and a joint gap inner vertical travel reinforcement 8 extending in the bridge length direction in the joint gap 2, is supported by the hanger member 7, and the joint gas inner vertical travel reinforcement 8 is buried in the space-filling concrete 3 together with the hanger member 7, and girder upper surface concrete 5 is placed on an upper surface 1a of the main girder 1, and the girder upper surface concrete 5 and the space-filling concrete 3 are integrated.
摘要翻译：要解决的问题：提供一种能够在长时间内稳定地保持大梁空间填充混凝土所具有的载荷分布功能的加固结构。解决方案：通过将空间填充混凝土3填充在在主梁1之间形成的接合间隙2，通过在桥梁长度方向上延伸的同时在桥梁宽度方向上平行设置混凝土主梁1，并且在桥梁长度方向上以间隔大量布置吊架构件7 接头间隙2和在接头间隙2中沿桥梁长度方向延伸的接合间隙内部垂直行进加强件8由悬挂构件7支撑，并且接头气体内部垂直行进加强件8被埋入空间填充混凝土3与吊架构件7一起，并且将主梁上表面混凝土5放置在主梁1的上表面1a上，并且大梁上表面混凝土5和空隙混凝土3整合。

3. 发明专利

JP2014040753A Bridge girder support structure 有权
标题翻译：桥梁支援结构
公开(公告)号：JP2014040753A
公开(公告)日：2014-03-06
申请号：JP2012184588
申请日：2012-08-23
申请人： Asahi Engineering Kk , 朝日エンヂニヤリング株式会社 , Ae Japan Kk , エーイ−ジャパン株式会社
发明人： TOKUNO MITSUHIRO
IPC分类号： E01D19/04
摘要： PROBLEM TO BE SOLVED: To provide a bridge girder support structure capable of properly adapting to the case of erecting and supporting a bridge girder in an inclined manner or the case of erecting and supporting the bridge girder subjected to deformation such as warping.SOLUTION: In a bridge girder support structure, a bridge girder 1 is supported on an abutment or a bridge seat surface 2a of a bridge pier 2 via a pillow member 3. Structurally, a girder support surface 3a of the pillow member 3 has a curved structure or a polygonal surface structure for supporting the bridge girder 1 in accordance with the inclination in the bridge length direction of the bridge girder 1.
摘要翻译：要解决的问题：提供一种桥梁支撑结构，其能够适当地适应于以倾斜的方式竖立和支撑桥梁的情况，或者架设并支撑经受诸如翘曲变形的桥梁的情况。解决方案：在桥梁支撑结构，桥梁梁1通过枕头构件3支撑在桥墩2的基台或桥座表面2a上。结构上，枕构件3的梁支撑表面3a具有弯曲结构或根据桥梁1的桥梁长度方向的倾斜度支撑桥梁1的多边形表面结构。

4. 发明专利

JP2012154060A Continued structure of main girders 有权
标题翻译：主要持续结构
公开(公告)号：JP2012154060A
公开(公告)日：2012-08-16
申请号：JP2011012648
申请日：2011-01-25
申请人： Asahi Engineering Kk , Eko Japan Kk , エコジャパン株式会社 , 朝日エンヂニヤリング株式会社
发明人： TOKUNO MITSUHIRO , SAITO FUMIHIRO
IPC分类号： E01D21/00 , E01D2/02
摘要： PROBLEM TO BE SOLVED: To provide a continued structure of main girders, which can be constituted while reducing negative bending moment based on a dead load to a part where a left span main girder and a right span main girder of a multiple span girder bridge are continued and can effectively prevent a crack due to tensile force applied by the negative bending moment based on a live load after completion.SOLUTION: For the continued structure of main girders, girder ends 3a of a plurality of left span main girders 3 juxtaposed in a bridge width direction and girder ends 3a of a plurality of right span main girders 3 juxtaposed in the bridge width direction are supported on a common bridge footing 2, the girder end of the left span main girder and the girder end of the right span main girder are connected through a connection plate 7 extending over both girder ends at a main girder upper surface side end part 5a of a joint gap 5 formed between both girder ends, they are turned to a non-connected state at the main girder lower surface side end part 5b of the joint gap, the joint gap and the connection plate are buried in concrete 15 and the left span main girder and the right span main girder are continued.
摘要翻译：要解决的问题：为了提供主梁的连续结构，其可以在将多个跨度的左跨度主梁和右跨度主梁的基础上的静载荷减小负弯矩的同时构成梁桥连续运转，可以有效防止由于负弯矩施加的拉力而造成的裂纹。解决方案：对于主梁的连续结构，沿桥梁宽度方向并列的多个左跨距主梁3的梁端3a和沿桥宽度方向并列的多个右跨度主梁3的梁端3a 支撑在共同的桥脚2上，左跨距主梁的梁端和右跨主梁的梁端通过在主梁上表面侧端部5a上延伸穿过两个梁端的连接板7连接在两个梁端部之间形成的接合间隙5在接头间隙的主梁下表面侧端部5b处转向非连接状态，接合间隙和连接板被埋在混凝土15中，左侧主梁和右跨主梁继续。版权所有（C）2012，JPO＆INPIT

5. 发明专利

JP2010101094A Structure for rigidly connecting bridge pier and concrete girder together 有权
标题翻译：刚性连接桥梁和混凝土连接器的结构
公开(公告)号：JP2010101094A
公开(公告)日：2010-05-06
申请号：JP2008274493
申请日：2008-10-24
申请人： Asahi Engineering Kk , Eko Japan Kk , エコジャパン株式会社 , 朝日エンヂニヤリング株式会社
发明人： TOKUNO MITSUHIRO , SAITO FUMIHIRO
IPC分类号： E01D1/00 , E01D19/02
CPC分类号： E01D2/02 , E01D19/02 , E01D2101/268
摘要： PROBLEM TO BE SOLVED: To provide a structure for rigidly connecting a bridge pier and a concrete girder to each other which can make its bridging cost more lower than that of a rigid-frame bridge using a steel girder, saves the total amount of a steel material for use, and enables the concrete girder to be freely molded in a shape corresponding to a bridging site without involving shape restriction as in the case of the steel girder.
SOLUTION: In a PC concrete girder 1 with a joint, rear half portions of shape steel joints 3 formed of short shape steel are embedded at both ends of the concrete girder 2, respectively, and a front half portion of each of the shape steel joints 3 is protruded from an end surface of the concrete girder 2. In the structure for rigidly connecting the bridge pier 4 and the concrete girder 2 together, the PC concrete girder is formed, each shape steel joint portion 3b protruded from the end surface of the concrete girder 2 is connected to a connecting bar material 13 erected from a bridge bottom surface 12 while being supported on the bridge bottom surface 12 of the bridge pier 4, and each shape steel joint portion 3b and the connecting bar material 13 are embedded in connecting concrete 14 additionally placed on the bridge bottom surface 12.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供将桥墩和混凝土梁刚性连接的结构，这使得桥接成本比使用钢桁梁的刚性框架桥的成本更低，节省了总量的钢材，并且能够使混凝土梁以对应于桥接部位的形状自由地模制，而不会像钢梁的情况那样受到形状的限制。解决方案：在具有接头的PC混凝土梁1中，分别在混凝土梁2的两端嵌入由短型钢形成的形状钢接头3的后半部分，并且每个的前半部分形状的钢接头3从混凝土梁2的端面突出。在将桥墩4和混凝土梁2刚性连接在一起的结构中，形成PC混凝土梁，每个形状的钢结合部分3b从端部突出混凝土梁2的表面连接到从桥底面12竖起的连接杆材料13，同时支撑在桥墩4的桥底面12上，并且每个形状钢接头部分3b和连接杆材料13是嵌入在另外安装在桥底面12上的连接混凝土14中。版权所有（C）2010，JPO＆INPIT

6. 发明专利

JP2009270298A Rigid joint frame structure of bridge pier and main girder 有权
标题翻译：桥梁桁架和主梁的刚性框架结构
公开(公告)号：JP2009270298A
公开(公告)日：2009-11-19
申请号：JP2008120378
申请日：2008-05-02
申请人： Asahi Engineering Kk , Eko Japan Kk , エコジャパン株式会社 , 朝日エンヂニヤリング株式会社
发明人： TOKUNO MITSUHIRO , SAITO FUMIHIRO
IPC分类号： E01D19/02
摘要： PROBLEM TO BE SOLVED: To provide a rigid joint frame structure of a bridge pier and a main girder, which can effectively inhibit the expansion/contraction, deflection and torsion of the main girder by increasing the strength of rigid connection between a bridge beam and the concrete bridge pier, which can synergistically increase the strength of connecting concrete itself against the expansion/contraction, deflection, the torsion, etc., and which is effective for bridge fall prevention measures against severe earthquakes.
SOLUTION: In this rigid joint frame structure of the bridge pier 1 and the main girder 3, the concrete bridge pier 1, and the plurality of main girders 3, which are juxtaposed and supported on the bridge seat surface 2 of the bridge pier 1, are connected together via the connecting concrete 4 which is placed with a thickness greater than the thickness of cover concrete on the bridge seat surface 2; and the bridge pier 1 and the main girder 3 are connected together by means of a connecting rod 5 which is raised in the connecting concrete 4 from the bridge seat surface 2. A female screw member 6 is screwed to the upper end of the connecting rod 5; a perpendicular fastening force generated by the screwing of the female screw member 6 is transferred to the main girder 3 via a connecting rod fastening seat 7 which is annexed to the main girder 3, so that the bridge pier 1 and the main girder 3 can be connected together.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供桥墩和主梁的刚性接头框架结构，其可以通过增加桥梁之间的刚性连接的强度来有效地抑制主梁的膨胀/收缩，挠曲和扭转梁和混凝土桥墩可以协同增加混凝土本身与膨胀/收缩，挠度，扭转等连接的强度，对于防止严重地震的桥梁防止措施是有效的。解决方案：在桥墩1和主梁3的这种刚性接头框架结构中，混凝土桥墩1和多个主桁架3并置并支撑在桥墩的座位表面2上墩1通过连接混凝土4连接在一起，该混凝土4的厚度大于桥面2上的覆盖混凝土的厚度; 并且桥墩1和主梁3通过连接混凝土4从桥座面2上升的连杆5连接在一起。内螺纹构件6与连杆的上端螺纹连接 5; 通过内螺纹构件6的螺合产生的垂直紧固力通过主梁3附接的连杆紧固座7传递到主梁3，使得桥墩1和主桁架3可以连接在一起版权所有（C）2010，JPO＆INPIT

7. 发明专利

JP2006028949A Toilet bowl 审中-公开
标题翻译：洗手盆
公开(公告)号：JP2006028949A
公开(公告)日：2006-02-02
申请号：JP2004211323
申请日：2004-07-20
申请人： Asahi Engineering Kk , Hirofumi Fujinuma , Koyo Shiokawa , 幸洋塩川 , 旭エンジニアリング株式会社 , 弘文藤沼
发明人： FUJINUMA HIROFUMI , SHIOKAWA KOYO
IPC分类号： E03D11/02
摘要： PROBLEM TO BE SOLVED: To improve versatility by making it possible to correspond to various shapes of toilet bowls and to save energy by surely washing the inner face of a container with a little amount of wash fluid by rotating the container.
SOLUTION: The toilet bowl comprises an inverted cone-shaped container 1 receiving a filthy matter and having an upper end opening 2 and a lower end opening 3, a supporting body 10 for rotatably supporting the container 1, a driving part 30 for rotatably driving the container 1 and a washing means for washing the inner face 1a of the container 1. The container 1 is formed of a flexible sheet-like member so that its form may be changed to follow a shape of the opening even when the opening is not a perfect circle. The edge of the upper end opening 2 of the container 1 is covered with a guide part 20 to be guided. The washing means comprises a wash fluid injecting device 40 injecting the wash fluid to the inner face 1a of the container 1. A wiping mechanism 50 having a wiping member 51 for wiping the inner face 1a of the container 1 is provided to extend along a ridge line going from the upper end opening 2 to the lower end opening 3 of the container 1.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了通过使得可以对应于各种形状的马桶碗来提高多功能性，并且通过旋转容器通过用少量洗涤液确保地清洗容器的内表面来节省能量。解决方案：马桶包括一个接收污物的倒锥形容器1，具有上端开口2和下端开口3，用于可旋转地支撑容器1的支撑体10，用于可旋转地驱动容器1和用于清洗容器1的内表面1a的清洗装置。容器1由柔性片状构件形成，使得其形式可以改变为跟随开口的形状，即使当开口不是一个完美的圈子。容器1的上端开口2的边缘被引导部20覆盖以被引导。洗涤装置包括将洗涤流体注入到容器1的内表面1a的洗涤液注入装置40.具有用于擦拭容器1的内表面1a的擦拭构件51的擦拭机构50设置成沿着脊线从上端开口2到容器1的下端开口3。版权所有（C）2006，JPO＆NCIPI

8. 发明专利

JP2005290790A Reinforcing structure of revetment steel sheet pile 有权
标题翻译：钢筋混凝土结构加固
公开(公告)号：JP2005290790A
公开(公告)日：2005-10-20
申请号：JP2004106201
申请日：2004-03-31
申请人： Asahi Engineering Kk , Eko Japan Kk , エコジャパン株式会社 , 朝日エンヂニヤリング株式会社
发明人： TOKUNO MITSUHIRO , SAITO FUMIHIRO
IPC分类号： E02B3/06
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing structure of a revetment steel sheet pile shortening a construction period and reducing a construction cost while effectively achieving a reinforcing purpose without needing construction of new revetment steel sheet pile like a conventional example by constructing the reinforcing structure limited to an area in contact with vertical variation of a water surface. SOLUTION: The reinforcing structure of the revetment steel sheet pile 1 is formed using a channel steel sheet pile 1 having a center base 1a and right and left joint plates 1b formed bent at the right and left side ends of the center base 1a, and driving the channel steel sheet pile 1 into the water bottom ground 2 so that the crest faces and trough faces of the center base 1a are alternately continuous. A reinforcing plate 5 is provided over the crest face 1d of the center base 1a on the side in contact with the water surface 4, of the steel sheet pile 1, limited to an area from above the water surface 4 to below the water surface 4, and a reinforcing concrete layer 8 covering the whole reinforcing plate 5 and the water surface side surface of the steel sheet pile 1 are formed placed on the water surface side surface of the steel sheet pile 1, limited to the area from above the water surface to below the water surface. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供护岸钢板桩的加固结构，缩短施工期间，降低施工成本，同时有效地实现增强目的，而不需要像传统的例子那样构造新的护岸钢板桩，通过构造加强结构限于与水面垂直变化接触的区域。解决方案：护岸钢板桩1的加固结构使用具有中心基部1a的通道钢板桩1和在中心基座1a的右侧和左侧端部弯曲形成的左右联接板1b形成并且将通道钢板桩1驱动到水底面2中，使得中心基座1a的顶面和槽面交替连续。加强板5设置在中心基座1a的与钢板桩1的水面4接触的一侧的顶面1d上，限制在从水面4的上方到水面4的下方的区域并且在钢板桩1的水面侧表面上形成有覆盖整个加强板5和钢板桩1的水面侧面的强化混凝土层8，限定在水面以上的区域到水面以下。版权所有（C）2006，JPO＆NCIPI

9. 发明专利

JP2005264724A Floor slab bridge structure 有权
标题翻译：地板砖桥结构
公开(公告)号：JP2005264724A
公开(公告)日：2005-09-29
申请号：JP2005172951
申请日：2005-06-13
申请人： Asahi Engineering Kk , Eko Japan Kk , エコジャパン株式会社 , 朝日エンヂニヤリング株式会社
发明人： TOKUNO MITSUHIRO , TSUDA KAZUTOSHI , SAITO FUMIHIRO
IPC分类号： E01D1/00 , E01D2/00 , E01D21/00
摘要： PROBLEM TO BE SOLVED: To properly construct a floor slab bridge by using commercial columnar H-steels in combination with concrete to form a main girder structure for the floor slab bridge in bridgework.
SOLUTION: In the floor slab bridge structure, the plurality of columnar H-steels 1 are arranged side by side while being bridged between bridge piers 5, 5 so that plate thickness side end faces 2a of lower flanges 2 are in a mutually abutting condition. The concrete 9 is placed from a concrete inlet 8 formed between upper flanges 4 into a space S formed among the upper flanges 4 and the lower flanges 2 and web plates 3 to form a lower concrete layer 10. The concrete 9 is placed on the upper flanges 4 to form an upper concrete layer 11. Besides, a reinforcement 12 is laid on the upper flanges 4 and an reinforcement 13 is suspended from the laid reinforcement 12 through the concrete inlet 8 into the space S. The laid reinforcement 12 is embedded in the upper concrete layer 11, and the suspended reinforcement 13 is embedded in the lower concrete layer 10.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：通过使用商业柱状H型钢与混凝土结合来适当地构造楼板桥梁，以形成桥梁中的楼板桥梁的主梁结构。解决方案：在楼板桥梁结构中，多个柱状H钢1并排布置，同时桥接在桥墩5,5之间，使得下凸缘2的板厚侧端面2a彼此相互邻接条件。混凝土9从形成在上凸缘4之间的混凝土入口8放置在形成在上凸缘4和下凸缘2和腹板3之间的空间S中，以形成下混凝土层10.混凝土9放置在上凸缘4以形成上混凝土层11.此外，加强件12铺设在上凸缘4上，并且加强件13从铺设的加强件12通过混凝土入口8悬挂到空间S中。铺设的钢筋12嵌入上混凝土层11和悬吊加固件13嵌入在下混凝土层10中。版权所有（C）2005，JPO＆NCIPI

10. 发明专利

JP2005240503A Bridge abutment settlement prevention structure of bridge 有权
标题翻译：桥梁桥梁结构预防结构
公开(公告)号：JP2005240503A
公开(公告)日：2005-09-08
申请号：JP2004054754
申请日：2004-02-27
申请人： Asahi Engineering Kk , Eko Japan Kk , エコジャパン株式会社 , 朝日エンヂニヤリング株式会社
发明人： TOKUNO MITSUHIRO , SAITO FUMIHIRO
IPC分类号： E02D27/34 , E01D19/02 , E02D27/30 , E02D27/32
摘要： PROBLEM TO BE SOLVED: To provide a bridge abutment settlement prevention structure of a bridge capable of effectively preventing the settlement of the bridge abutment by the cooperation of sheet piles supporting the bridge abutment and pressure receiving blades fitted to the bridge abuttment, providing a proper strength for supporting the bridge beam, reducing the size of the structures of the bridge abutment and the sheet piles, and reducing construction cost.
SOLUTION: This structure is formed so that the construction height of the bridge abutment 13 is set to such a height that the lower end of the bridge abutment13 does not reach a river floor 16, comprises the pressure receiving blades 25 formed integrally with the bridge abutment 13 which is extended from the side of the riverbank 12 of the bridge abutment 13 and buried in the ground 24 of the riverbank 12, and is formed so that the pressure receiving blades 25 are disposed at a height enabling to be buried in the ground 24 on the upper side of the river floor 16. A large number of sheet piles 26 are driven in the riverbank 12 in the form of joint in the lateral direction of the bridge, the upper ends of the sheet piles 26 are buried integrally in the bridge abutment 13, and a road pavement 27 is terminated on the riverbank 12 side on the upper side of the pressure receiving blades 25.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够通过支撑桥接台和安装在桥接台上的受压叶片的桩的协作来有效地防止桥接台的沉降的桥梁桥台沉降防止结构，提供支撑桥梁的适当强度，减小桥接台和桩桩结构的尺寸，降低施工成本。解决方案：这种结构被形成为使得桥接台座13的结构高度被设定为使得桥接台13的下端不到达河底16的高度，包括一体地形成的压力接收叶片25 桥接台13，其从桥接台13的河岸12侧延伸并埋设在河岸12的地面24中，并且形成为使得受压叶片25设置在能够埋在在河底16上方的地面24上。大量的板桩26在桥梁12的横向方向以河床12的形式被驱动，板桩26的上端被整体地埋设在桥接台13中，并且道路路面27在压力接收叶片25的上侧的河岸12侧终止。（C）2005年，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