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1. 发明专利

JP2003013621A Power plant constructing method 有权
标题翻译：发电厂建设方法
公开(公告)号：JP2003013621A
公开(公告)日：2003-01-15
申请号：JP2001200141
申请日：2001-06-29
申请人： Shimizu Corp , Toshiba Corp , Toshiba Eng Co Ltd , Toshiba Plant Kensetsu Co Ltd , 東芝エンジニアリング株式会社 , 東芝プラント建設株式会社 , 株式会社東芝 , 清水建設株式会社
发明人： WATANABE KOICHI , MURAKAMI MASATAKA , SORI SHINJI , YUHARA KOZO , NIINA TAKAYUKI , ATSUJI TAKEHIRO , MURAKAMI HIROSHI , MIURA NOBUAKI , MITSUI SHIGEYA , INOUE SATOSHI , SUZUKI YUICHIRO , MAKISHI YASUTOMO , TAKEDA SHINICHI
IPC分类号： E04B1/16 , E04B1/35 , E04G21/14 , E04H5/02 , G21C13/00
CPC分类号： Y02E30/40
摘要： PROBLEM TO BE SOLVED: To provide a power plant constructing method which improves the strength of a module structure, easily copes with weight increase in module when the plant is upsized or a lot of equipment is united to the plant, allows construction of the plant in various modes corresponding to various types of building structure such as a building with/without walls, can modularize various types of equipment arranged above or below the plant in a large amount, drastically improves the workability of incorporation of the equipment into the building, concrete placement, etc., and enhances the reliability of the strength of the constructed building.
SOLUTION: The power plant building method is available for constructing the power plant of a steel concrete structure formed of steel columns 12, steel beams 13, and deck plates 16, at least as part of the building of the power plant. The plant has the steel columns 12, the steel beams 13, deck bearing beams 14 for bearing the deck plates 16, intra-building equipment 24 set inside the building, and bearing members 17, 18, 19, 20, 21, 22 which bear the intra- building equipment 24. According to the method, the module structure 11 is mounted on a foundation or a lower-story floor of the building, and thereafter concrete 27 is poured around the steel columns 12 of the module structure 11.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：为了提供一种提高模块结构强度的发电厂施工方法，当工厂大型化时容易应对模块的重量增加或者将大量设备结合到工厂，允许将工厂建造与各种类型的建筑结构相对应的各种模式，例如具有/不具有墙壁的建筑物，可以大量地模块化设置在工厂上方或下方的各种类型的设备，从而大大提高了将设备结合到建筑物中的可操作性，等等，并提高了建筑物强度的可靠性。解决方案：电厂建设方法可用于构建至少作为发电厂建筑物的一部分的由钢柱12，钢梁13和甲板板16形成的钢混凝土结构的发电厂。该设备具有钢柱12，钢梁13，用于承载甲板板16的甲板承载梁14，设置在建筑物内部的建筑物内设备24以及承载构件17,18,19,20,21,22，承载构件17,18,19,20,21,22 建筑内设备24.根据该方法，模块结构11安装在建筑物的基础或下层楼层上，然后将混凝土27倾倒在模块结构11的钢柱12周围。

2. 发明专利

JP2011236738A Girder-to-girder connection device 有权
标题翻译： GIRDER-GIRDER连接装置
公开(公告)号：JP2011236738A
公开(公告)日：2011-11-24
申请号：JP2011166409
申请日：2011-07-29
申请人： Shimizu Corp , 清水建設株式会社
发明人： WATANABE KOICHI , MORIKAWA KAZUHIKO , ISODA KAZUHIKO
IPC分类号： E01D1/00 , E01D19/04
摘要： PROBLEM TO BE SOLVED: To provide a girder-to-girder connection device which is mounted between bridge girders at supporting locations of a viaduct etc., enhances the continuity between the girders, reduces vibration and noise, and reduces damage of the girders caused by an earthquake.SOLUTION: The girder to girder connection device includes: a joint plate 20 which is mounted on the girder end of one bridge girder and is extended to the girder end of the other bridge girder, the bridge girders being adjacently supported on supporting members; a displacement limiting piece 30 which is fixed to the girder end of the other bridge girder and inhibit fluctuation in the vertical direction of the joint plate 20 by the function of tapered surfaces 25, the tapered surfaces 25 are formed to be fittable in the upper and lower edge of the displacement limiting piece 30 and the inner peripheral surface of the opening in the joint plate 20; and a sliding member 35 interposed between the joint plate 20 and the displacement limiting piece 30, and allows relative displacement between the joint plate 20 and the displacement limiting piece 30 in a bridge axial direction. In the girder to girder connection device, the restraint of the displacement limiting piece 30 inhibits relative displacement between the bridge girders in the vertical direction.
摘要翻译：要解决的问题：为了提供一种安装在高架桥支撑位置的桥梁之间的大梁连接装置，增强了梁之间的连续性，减少了振动和噪音，并且减少了大地震引起的大梁。解决方案：大梁连接装置包括：连接板20，其安装在一个桥梁的梁端上并延伸到另一桥梁的梁端，桥梁相邻地支撑在支撑构件上 ; 位移限制件30，其被固定到另一桥梁的梁端，并且通过锥形表面25的功能阻止接合板20的垂直方向的波动，锥形表面25形成为可装配在上部和位移限制件30的下边缘和接头板20中的开口的内周面; 以及插入在接头板20和位移限制件30之间的滑动构件35，并且允许接头板20和位移限制件30在桥轴方向上的相对位移。在大梁连接装置中，位移限制件30的限制阻止了在大梁之间的垂直方向上的相对位移。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2011236739A Girder-to-girder connection device 有权
标题翻译： GIRDER-GIRDER连接装置
公开(公告)号：JP2011236739A
公开(公告)日：2011-11-24
申请号：JP2011166410
申请日：2011-07-29
申请人： Shimizu Corp , 清水建設株式会社
发明人： WATANABE KOICHI , MORIKAWA KAZUHIKO , ISODA KAZUHIKO
IPC分类号： E01D1/00 , E01D19/04
摘要： PROBLEM TO BE SOLVED: To provide a girder-to-girder connection device which is mounted between bridge girders at supporting locations of a viaduct etc., enhances the continuity between the girders, reduces vibration and noise, and reduces damage of the girders caused by an earthquake.SOLUTION: The girder to girder connection device includes: a displacement limiting piece 30 including a mounting flange 30a, which is mounted on the other bridge girder, and a base flange 30b arranged so as to form a substantial L shape together with the mounting flange 30a; a joint plate 20 which is mounted on a girder end of a bridge girder 1A and inhibits the displacement of the displacement limiting piece 30 in the vertical direction; and a sliding device 40 which is interposed between the joint plate 20 and the displacement limiting piece 30, thereby allowing relative displacement between the joint plate 20 and the displacement limiting piece 30 in a bridge axial direction, and comprises a linear slider linearly guided by a rail along a bridge axial direction. In the girder to girder connection device, the restraint of the displacement limiting pieces 30 inhibit relative displacement between the bridge girders in the vertical direction.
摘要翻译：要解决的问题：为了提供一种安装在高架桥支撑位置的桥梁之间的大梁连接装置，增强了梁之间的连续性，减少了振动和噪音，并且减少了大地震引起的大梁。解决方案：梁至梁连接装置包括：位移限制件30，其包括安装在另一桥梁上的安装凸缘30a和布置成与主体L形成大致L形的基部凸缘30b 安装凸缘30a; 连接板20，其安装在桥梁1A的梁端部上，并阻止位移限制件30在垂直方向上的位移; 以及插入在接头板20和位移限制件30之间的滑动装置40，从而允许接头板20和位移限制件30在桥轴方向上的相对位移，并且包括线性滑块沿桥轴方向轨道。在大梁连接装置中，位移限制件30的限制阻止了桥梁在垂直方向上的相对位移。版权所有（C）2012，JPO＆INPIT

4. 发明专利

JP2009068248A Girder-to-girder connection device 有权
标题翻译： GIRDER-GIRDER连接装置
公开(公告)号：JP2009068248A
公开(公告)日：2009-04-02
申请号：JP2007237524
申请日：2007-09-13
申请人： Shimizu Corp , 清水建設株式会社
发明人： WATANABE KOICHI , MORIKAWA KAZUHIKO , ISODA KAZUHIKO
IPC分类号： E01D1/00
摘要： PROBLEM TO BE SOLVED: To provide a girder-to-girder connection device which is mounted on a joint portion between bridge girders at bearing locations of a viaduct etc., enhances the continuity between the girders, reduces vibration and noise, and alleviates damage occurring at the girders at the time of an earthquake.
SOLUTION: The girder-to-girder connection device is formed of displacement limiting pieces 30, a joint plate 20, and sliding devices 40. Each displacement limiting piece 30 is mounted on a girder edge of the bridge girder 1A adjacently supported on a bearing of a pier, and consists of a mounting flange 30a which is mounted on the other bridge girder extended to the girder edge of the other bridge girder 1B, and a base flange 30b arranged so as to form a substantial ell together with the mounting flange 30a. The joint plate 20 is secured to the girder edge of the bridge girder 1B, and functions to inhibit fluctuation in the vertical direction of the displacement limiting pieces 30. Each sliding device 40 is interposed between the joint plate 20 and the displacement limiting piece 30, and allows relative displacement between the joint plate 20 and the displacement limiting piece 30 in a bridge axial direction. By virtue of restriction of the displacement limiting pieces 30, the bridge girders are inhibited from being relatively displaced in the vertical direction.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种安装在高架桥轴承位置的桥梁之间的接合部分上的大梁连接装置，增强了梁之间的连续性，减少了振动和噪音，以及减轻地震时在大梁处发生的损坏。解决方案：梁 - 梁连接装置由位移限制件30，接头板20和滑动装置40形成。每个位移限制件30安装在相互支撑在其上的桥梁1A的大梁边缘上墩的轴承，并且由安装在另一个桥梁梁的另一桥梁上的安装凸缘30a组成，该另一桥梁梁延伸到另一桥梁梁1B的大梁边缘，以及基座凸缘30b，其与安装件凸缘30a。接头板20固定在桥梁梁1B的前端，起到抑制位移限制件30的垂直方向的变动的作用。每个滑动装置40插在连接板20和位移限制件30之间，并且允许接头板20和位移限制件30在桥轴方向上的相对位移。由于位移限制件30的限制，桥梁被禁止在垂直方向上相对移位。版权所有（C）2009，JPO＆INPIT

5. 发明专利

JP2010261269A Liquefaction countermeasure structure and method for structure 有权
标题翻译：液体计量测量结构与结构方法
公开(公告)号：JP2010261269A
公开(公告)日：2010-11-18
申请号：JP2009114527
申请日：2009-05-11
申请人： Shimizu Corp , 清水建設株式会社
发明人： MANO HIDEYUKI , WATANABE KOICHI
IPC分类号： E02D27/34 , E02D27/12 , E02D31/08
摘要： PROBLEM TO BE SOLVED: To provide a liquefaction countermeasure structure and method for structure, capable of surely and suitably preventing (reducing) damage on a structure by liquefaction without requiring a large area and volume. SOLUTION: The liquefaction countermeasure structure 15 for structure configured to reduce damages by liquefaction on a structure 4 constructed by providing a pile foundation 3 on a ground G having a non-liquefaction layer 2 on a liquefaction layer 1 includes: a wall body 16 for reducing displacement, which is provided within the ground G horizontally outside the structure 4 with an upper end 16b side being disposed on the non-liquefaction layer 2 above the liquefaction layer 1 and a lower end 16a side being embedded into the liquefaction layer 1. Otherwise, the lower end side of the structure is embedded in the liquefaction layer. The wall body 16 or the lower end side of the structure is embedded into the liquefaction layer 1 in a length of 1 m or more. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于结构的液化对策结构和方法，其能够通过液化而可靠地适当地防止（减少）对结构的损坏，而不需要大的面积和体积。解决方案：用于减少通过在液化层1上具有非液化层2的地面G上设置桩基3而构造的结构4上的液化损害的液化对策结构15包括：壁体 16，用于减小位移，其在地面G内水平地设置在结构4之外，上端16b侧设置在液化层1上方的非液化层2上，下端16a侧嵌入液化层1 否则，结构的下端侧嵌入液化层。该结构的壁体16或下端侧以1μm以上的长度嵌入液化层1中。版权所有（C）2011，JPO＆INPIT

6. 发明专利

JP2010242381A Vibration control structure of building and building equipped therewith 审中-公开
标题翻译：建筑物和建筑物的振动控制结构
公开(公告)号：JP2010242381A
公开(公告)日：2010-10-28
申请号：JP2009092454
申请日：2009-04-06
申请人： Shimizu Corp , 清水建設株式会社
发明人： NAKAMURA YUTAKA , WATANABE KOICHI
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a vibration control structure of a building and the building equipped therewith, absorbing energy of an earthquake securely and reducing vibration control of the building irrespective of magnitude of acting vibration energy (irrespective of specially strong earthquake and middle and slight tremors).
SOLUTION: This seismic response control structure B includes an energy transmission member 10 linking its one end 10a side to frames 2, 3 of the building S and provided by protruding in the vertical direction H1, a gap mechanism 11 linking its one end 11a side to the frame 3 of the building S, provided by protruding in the vertical direction H1, arranged in parallel with the energy transmission member 10 in the vertical direction H1, and arranged to form the predetermined gap G between the energy transmission member 10 and the horizontal direction H2 of the other end 10b, 11c sides, and a damper 12 constituted by linking one end 12a side to the frame 2 of the building S and the other end 12b side to the energy transmission member 10, respectively.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种建筑物的振动控制结构和装备的建筑物，能够可靠地吸收地震的能量并且减少建筑物的振动控制，而与作用振动能量的大小无关（不管特别强烈的地震和中间和轻微的震颤）。解决方案：该地震响应控制结构B包括能量传递构件10，该能量传递构件10将其一端10a侧连接到建筑物S的框架2,3，并且通过沿垂直方向H1突出而设置;间隙机构11，其连接其一端 11a侧连接到建筑物S的框架3，其沿垂直方向H1突出设置，与能量传递构件10在垂直方向H1平行布置，并且布置成在能量传递构件10和另一端10b，11c侧的水平方向H2，以及分别将一端12a侧与建筑物S的框架2连接而形成的阻尼器12，另一端12b侧分别连接到能量传递构件10。版权所有（C）2011，JPO＆INPIT

7. 发明专利

JP2008261099A Girder connection device 有权
标题翻译： GIRDER连接装置
公开(公告)号：JP2008261099A
公开(公告)日：2008-10-30
申请号：JP2007102580
申请日：2007-04-10
申请人： Shimizu Corp , 清水建設株式会社
发明人： WATANABE KOICHI , MASE SHINJI , NAKAMURA YUTAKA , TERADA TAKEHIKO , MORIKAWA KAZUHIKO , YOSHIDA KAZUHIRO
IPC分类号： E01D19/04 , E01D1/00
摘要： PROBLEM TO BE SOLVED: To provide a girder connection device which is mounted between bridge girders at a bearing location of a viaduct or the like, and contributes to improvement in continuity between the girders, reduction of vibration and noise, and minimization of damage occurring at the girders at the time of an earthquake.
SOLUTION: The girder connection device is composed of a latch plate 11 which is arranged astride girder ends of the mutually adjacent bridge girders 1A mounted on a bearing of a bridge pier, and a flat box-shaped casing 21 for housing and holding therein the entire body 11a of a distal end of the latch plate 11. Then the entire periphery of the latch plate 11 inserted into the casing 21 is held via a viscoelastic body layer 31 filled in a gap between the latch plate 11 and the casing 21.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种在高架桥等的轴承位置安装在桥梁之间的梁连接装置，并且有助于改善梁之间的连续性，减少振动和噪声，并且最小化在地震发生时在大梁处发生的损坏。解决方案：梁连接装置由安装在桥墩轴承上的彼此相邻的桥桁架1A的跨越梁的端部的闩锁板11和用于容纳和保持的平坦的箱形壳体21构成在其中插入板11的前端的整个本体11a。然后插入壳体21中的闩锁板11的整个周边通过填充在闩锁板11和壳体21之间的间隙中的粘弹性体层31保持版权所有（C）2009，JPO＆INPIT

8. 发明专利

JP2006249756A Frame structure of building 审中-公开
标题翻译：建筑框架结构
公开(公告)号：JP2006249756A
公开(公告)日：2006-09-21
申请号：JP2005066882
申请日：2005-03-10
申请人： Shimizu Corp , 清水建設株式会社
发明人： WATANABE KOICHI
IPC分类号： E04H9/02 , E04B1/18 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide a frame structure of a building having high aseismatic performance without requiring an aseismatic wall being an obstacle to a change in a futuristic plan.
SOLUTION: This building is composed of a main frame part 1 used as a living room zone 3, and sub-frame parts 2 and 2 respectively constructed at a predetermined interval on the long edge side by sandwiching the main frame part 1. The main frame part 1 and the sub-frame parts 2 are connected by a horizontal damper 10 and a vertical damper 11, and a space between the main frame part 1 and the sub-frame parts 2 and 2 is respectively used as an external corridor 4 and a balcony 5. The main frame part 1 is formed into a rigid-frame structure composed of a main frame column 7 having a cross section designed to a short period load and a main frame beam 6 having a cross section designed to a long period load. While, the sub-frame parts 2 are formed into a rigid-frame structure composed of a sub-frame column 9 and a sub-frame beam 8 having a cross section designed to the short period load, and the sub-frame column 9 is arranged on the same passing core as the main frame column 7 in the short edge direction.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供具有高抗震性能的建筑物的框架结构，而不需要抗震墙是未来计划的变化的障碍。解决方案：该建筑物由用作起居室区域3的主框架部分1和通过夹住主框架部分1而在长边缘侧上以预定间隔分别构造的副框架部分2和2组成。主框架部分1和副框架部分2通过水平阻尼器10和垂直阻尼器11连接，主框架部分1和副框架部分2和2之间的空间分别用作外部走廊主框架部分1形成为由主架柱7组成的刚性框架结构，主框架柱7具有设计为短时间负荷的横截面，主框架梁6具有设计为长的横截面周期负荷。而副框架部件2形成为由子框架9和具有设计为短时间负载的横截面的子框架梁8构成的刚性框架结构，而副框架列9是布置在与主框架柱7相同的通过芯部的短边方向上。版权所有（C）2006，JPO＆NCIPI

9. 发明专利

JP2009289265A Image processor and image processing method 审中-公开
标题翻译：图像处理器和图像处理方法
公开(公告)号：JP2009289265A
公开(公告)日：2009-12-10
申请号：JP2009128545
申请日：2009-05-28
申请人： Toshiba Corp , Toshiba Tec Corp , 東芝テック株式会社 , 株式会社東芝
发明人： AIHARA RIKA , WATANABE KOICHI
IPC分类号： G06T1/20
摘要： PROBLEM TO BE SOLVED: To efficiently utilize computation performance, and to quickly provide a processing result, in an image processor using a dynamically reconfigurable processor.
SOLUTION: This image processor/processing method acquires image data to be processed, acquires processing specification information showing one of a plurality of kinds of image processing which is specified to be applied to the image data, detects a free space for configuring a processing circuit, in a configuration area of the dynamically reconfigurable processor, selects at least one image processing having a prescribed relation with the specified one of the plurality of kinds of image processing, based on processing specification information, acquires configuration information to be configured in the configuration area of the dynamically reconfigurable processor, corresponding to the selected image processing, and sets the configuration information of the selected image processing, in the configuration area of the dynamically reconfigurable processor, based on the acquired configuration information.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：在使用动态可重构处理器的图像处理器中，有效利用计算性能并快速提供处理结果。解决方案：该图像处理器/处理方法获取要处理的图像数据，获取指定为应用于图像数据的多种图像处理中的一种的处理指定信息，检测用于配置图像数据的可用空间处理电路在动态可重构处理器的配置区域中，基于处理指定信息选择与多种图像处理中的指定关系具有规定关系的至少一个图像处理，获取要配置的配置信息基于所获取的配置信息，在动态可重配置处理器的配置区域中，根据所选择的图像处理，将所选择的图像处理的配置信息设置在动态可重构处理器的配置区域中。版权所有（C）2010，JPO＆INPIT

10. 发明专利

JP2009027084A Metal pattern generating method and generating apparatus 审中-公开
标题翻译：金属图案生成方法和生成装置
公开(公告)号：JP2009027084A
公开(公告)日：2009-02-05
申请号：JP2007190801
申请日：2007-07-23
申请人： Toshiba Corp , 株式会社東芝
发明人： WAKIYAMA TOSHIJI , YAMAGUCHI HIROYUKI , HERAI TSUTOMU , ICHIDA MAKOTO , WATANABE KOICHI , OKANO HIROKAZU , URAYAMA ATSUSHI
IPC分类号： H01L21/82 , G06F17/50
摘要： PROBLEM TO BE SOLVED: To provide a metal pattern generating method and generating apparatus capable of shortening the time required for generating a metal pattern including a dummy metal.
SOLUTION: The metal pattern generating method has: a step of reading cell arrangement data and setting a region where wiring is possible ; a step of arranging the rectangular pattern of a prescribed dimension in a matrix shape at the grid point of a wiring grid for layout design on the entire surface of the region where wiring is possible; a step of arranging a wiring pattern for signal wiring and for power wiring on the wiring grid of the region where wiring is possible; and a step of generating the metal pattern by combining the generated rectangular pattern and wiring pattern.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：解决的问题：提供能够缩短生成包括虚拟金属的金属图案所需的时间的金属图案生成方法和发生装置。解决方案：金属图案生成方法具有：读取单元布置数据并设置可能布线的区域的步骤; 在布线设计的布线栅格的网格点处，在可能布线的区域的整个表面上布置具有矩形形状的规定尺寸的矩形图案的步骤; 在可能布线的区域的布线栅格上布置用于信号布线和电力布线的布线图案的步骤; 以及通过组合所生成的矩形图案和布线图案来生成金属图案的步骤。版权所有（C）2009，JPO＆INPIT

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