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

JP2009057799A Bottom surface structure of roof gate type breakwater 有权
标题翻译：屋顶式破碎水的底部表面结构
公开(公告)号：JP2009057799A
公开(公告)日：2009-03-19
申请号：JP2007228076
申请日：2007-09-03
申请人： Hitachi Zosen Corp , Ihi Corp , Osamu Kiyomiya , Nippon Steel Engineering Co Ltd , Port & Airport Research Institute , 新日鉄エンジニアリング株式会社 , 日立造船株式会社 , 株式会社Ihi , 理清宮 , 独立行政法人港湾空港技術研究所
发明人： NAKAHO KYOICHI , KIYOMIYA OSAMU , SHIMOSAKO KENICHIRO , ICHIMURA HIDENORI , YAMAMOTO KUNIHIRO
IPC分类号： E02B3/06 , E02B7/44
CPC分类号： Y02A10/15
摘要： PROBLEM TO BE SOLVED: To prevent generation of uplift pressure on a bottom surface of a roof gate type breakwater.
SOLUTION: This bottom surface structure is provide by placing a box body 5 on foundation debris 4 constructed in a harbor. The box body 5 is provided with a bearing 6 for rotatably supporting a rotary shaft 2a of a door body 2 on an upper surface of an in-port RI side end part. A plurality of horizontal members 10 are installed on a bottom surface of the box body 5 toward the port outer RO side from the in-port RI side, and a plurality of vertical members 12 arranged in the vertical direction at a right angle to the longitudinal direction of the rotary shaft 2a and a plate member 13 for covering these vertical members 12, are installed on an in-port RI side side surface so as to contact with earth to be refilled 14, respectively, and clearances 11 and 15 are formed on the bottom surface of the box body 5 and the in-port RI side side surface. A difference in water pressure between the waterway upstream side or the port outside and the clearance inside (the same water pressure as the waterway downstream side or the port inside) equally acts in the vertical downward direction from an upper surface of the box body, and prevents overturning of the roof gate type breakwater.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了防止在屋顶门式防波堤的底面上产生隆起压力。解决方案：通过将箱体5放置在建造在港口的基础碎片4上来提供该底面结构。盒体5设置有用于在入口RI侧端部的上表面上可旋转地支撑门体2的旋转轴2a的轴承6。多个水平构件10从入口RI侧朝向端口外侧RO侧安装在盒体5的底面上，多个垂直构件12沿垂直方向配置成与纵向方向成直角旋转轴2a的方向和用于覆盖这些垂直构件12的板构件13分别安装在入口RI侧侧表面上，以便与地球接触以分别重新填充14，间隙11和15形成在箱体5的底面和入口侧RI侧面。水路上游侧或外部端口与内部间隙（与水路下游侧或内侧的水压相同的水压）之间的水压差从箱体的上表面的垂直向下方向起作用，防止屋顶门式防波堤翻倒。版权所有（C）2009，JPO＆INPIT

2. 发明专利

JP2003003501A Flexible joint and joint structure using the same 有权
标题翻译：使用相同的柔性接头和接头结构
公开(公告)号：JP2003003501A
公开(公告)日：2003-01-08
申请号：JP2001195027
申请日：2001-06-27
申请人： Kinki Regional Development Bureau Ministry Of Land Infrastructure & Transport , Osamu Kiyomiya , Oriental Consultants:Kk , Penta Ocean Constr Co Ltd , Port & Airport Research Institute , Sumitomo Rubber Ind Ltd , 五洋建設株式会社 , 住友ゴム工業株式会社 , 国土交通省近畿地方整備局長 , 株式会社オリエンタルコンサルタンツ , 理清宮 , 独立行政法人港湾空港技術研究所
发明人： YOKOTA HIROSHI , FUJIYOSHI MOTOO , HAYASHI SHINJI , SHIMOISHI MAKOTO , HANEDA HIROSHI , SHINMYO KATSUHIRO , KIRISAWA YOSHIHIRO , KIYOMIYA OSAMU
IPC分类号： E02D29/063 , F16L27/10
摘要： PROBLEM TO BE SOLVED: To provide a new flexible joint which has a structure simpler than ever, facilitates assembly of a joint structure and can constitute the joint structure having high cut-off reliability and excellent safety, and a joint structure using the flexible joint, which can be easily assembled and has the high cut-off reliability and the excellent safety.
SOLUTION: In the flexible joint, sag parts 12a and 12a are formed by making paired annular side wall parts 12 and 12 formed in such a manner as to have a width in which a fixed surplus dimension is added to a bare minimum of dimension in a state in which the wall parts 12 and 12 are brought into close contact with outer side surfaces of paired structures 2 and 2 by hydraulic pressure from without; and the thin flexible wall parts 12 and 12 connect a thick cut-off part 10, which brings about a cut-off state in such a manner as to straddle a joint 20 between the structures 2 and 2, with paired fastening parts 11 and 11 which are fastened to the outer side surfaces of both the structures 2 and 2. In the joint structure, paired cut-off protrusive strips 10a and 10a, which are brought into pressure-contact with both the structures 2 and 2, are formed in such a manner as to be integral with the cut-off part 10; and paired stoppers 25 and 25, which are engaged with the protrusive strips 10a and 10a, are provided on the respective joint 20 sides of both the structures 2 and 2.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：为了提供一种具有比以往更简单的结构的新的柔性接头，便于组装接头结构，并且可以构成具有高截止可靠性和优异安全性的接头结构，以及使用柔性接头的接头结构，可以轻松组装，具有高切断可靠性和优良的安全性。解决方案：在柔性接头中，通过使成对的环形侧壁部分12和12形成为具有宽度的方式形成凹陷部分12a和12a，其中将固定的剩余尺寸加到其中壁部分12和12通过液压从无配合结构2和2的外侧表面紧密接触的状态; 并且薄的柔性壁部分12和12连接厚切口部分10，该切口部分10以跨越结构件2和2之间的接头20的方式产生切断状态，具有成对的紧固部件11和11 它们被紧固到两个结构2和2的外侧表面。在接合结构中，与这两个结构2和2压力接触的成对的切断突出条10a和10a形成为与截止部分10成一体的方式; 并且与突出条10a和10a接合的成对止挡件25和25设置在两个结构2和2的相应接头20侧。

3. 发明专利

JP2008082052A Mounting structure of interior panel on internal surface of steel shell submerged tunnel 有权
标题翻译：钢壳内置表面内表面安装结构的安装结构
公开(公告)号：JP2008082052A
公开(公告)日：2008-04-10
申请号：JP2006264297
申请日：2006-09-28
申请人： A & A Material Corp , Kfc Ltd , Osamu Kiyomiya , 株式会社エーアンドエーマテリアル , 株式会社ケー・エフ・シー , 理清宮
发明人： KIYOMIYA OSAMU , MARUYAMA SATOSHI , IWATANI ICHIRO
IPC分类号： E21D11/38
摘要： PROBLEM TO BE SOLVED: To provide a mounting structure for mounting an interior panel such as a fire-resisting panel on an internal surface of a steel shell submerged tunnel which is constructed by filling concrete or mortar in a gap between inside and outside steel shells of a double box steel shell, wherein the mounting structure enables easy, positive, inexpensive mounting of the interior panel on the internal surface of the steel shell submerged tunnel.
SOLUTION: The mounting structure is available for the case where the interior panel such as the fire-resisting panel 8 is mounted on the internal surface of the steel shell submerged tunnel 1 constructed by filling a consolidating material 1c such as concrete in the steel shells 1b, 1b which are rigidly connected to each other in a manner being spaced a predetermined interval away from each other by separators 2. Herein a panel support fitting 7 is attached to an edge 2b of the separator 2, that protrudes toward a tunnel space, and the interior panel is mounted on the panel support fitting 7 so as to support the same.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于在钢壳浸没隧道的内表面上安装诸如耐火面板的内部面板的安装结构，其通过将混凝土或砂浆填充在内部和外部之间的间隙中而构成双壳钢壳的钢壳，其中安装结构使得内壳在钢壳浸没隧道的内表面上容易，积极，便宜地安装。
解决方案：安装结构可用于将诸如耐火面板8的内部面板安装在钢壳浸没隧道1的内表面上的情况，该内壳通过将固结材料1c如混凝土填充在钢壳1b，1b以隔离件2彼此间隔开预定距离的方式彼此刚性地连接。这里，板支撑配件7附接到分离器2的边缘2b，其朝向隧道空间，并且内部面板安装在面板支撑配件7上以支撑其。版权所有（C）2008，JPO＆INPIT

4. 发明专利

JP2007211487A Fireproof coating structure of flexible joint site of immersed tube 有权
标题翻译：柔性管接头的FIREPROOF涂层结构
公开(公告)号：JP2007211487A
公开(公告)日：2007-08-23
申请号：JP2006032678
申请日：2006-02-09
申请人： A & A Material Corp , Kfc Ltd , Osamu Kiyomiya , Pacific Consultants Co Ltd , パシフィックコンサルタンツ株式会社 , 株式会社エーアンドエーマテリアル , 株式会社ケー・エフ・シー , 理清宮
发明人： KIYOMIYA OSAMU , KANO TATSUO , IWATANI ICHIRO , MARUYAMA SATOSHI , KOGA NORIAKI , FURUKAWA MASAHIRO
IPC分类号： E21D11/38 , E02D29/073 , E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a fireproof coating structure capable of coping with slippage in the longitudinal direction of flexible joint elements of an immersed tube and in the sectional direction and attaining the internal side of a tunnel of a cut-off rubber of the flexible joint elements less than 75°C in a fire resistive test of 1,200°C 60 minutes based on an RABT curved line.
SOLUTION: In the fireproof coating structure of the flexible joint elements 3 and 4 of the immersed tube constituted of the cut-off rubber 5 surrounding a joint means of the steel shells 1 and 2 and a joint element between the steel shells, the whole surface of the internal side of the tunnel is sealed so as to surround it by a rubber sheet 6 installed at a predetermined interval from the cut-off rubber, then, a high density heat insulation matting 9 formed by having a water vapor shielding sheet so as to surround the whole rubber sheet is so constructed that the sheet can form the internal side of the tunnel, and then, a heat absorbing pack layer 10 is constructed so as to surround the matting, and a heating expansion sheet 12 and a ceramic blanket 13 are laminated and constructed so as to surround the whole surface of the internal side of the tunnel of the heat absorbing pack layer so as to come into contact with the steel shells.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够应对浸入管的柔性接头元件的纵向滑动并且在截面方向上并且达到截止橡胶的隧道的内侧的防火涂层结构的柔性接头元件在基于RABT曲线的1200℃60分钟的耐火试验中小于75℃。解决方案：在围绕钢壳1和2的接合装置的切断橡胶5和钢壳之间的接合元件构成的浸入管的柔性接头元件3和4的防火涂层结构中，隧道内侧的整个表面被密封，以便由隔离橡胶以预定间隔安装的橡胶片6包围，然后通过具有水蒸汽屏蔽形成的高密度隔热垫9 围绕整个橡胶片的片材被构造成使得片材可以形成隧道的内侧，然后将吸热包装层10构造成围绕消光线，并且将加热膨胀片材12和陶瓷毯13被层叠并构造成围绕吸热包层的隧道的内侧的整个表面以与钢壳接触。版权所有（C）2007，JPO＆INPIT

5. 发明专利

JP2004285578A The last tube of immersed tube and the last joining method 审中-公开
公开(公告)号：JP2004285578A
公开(公告)日：2004-10-14
申请号：JP2003075789
申请日：2003-03-19
申请人： Osamu Kiyomiya , Nippon Steel Corp , Toa Harbor Works Co Ltd , Toyo Constr Co Ltd , 新日本製鐵株式会社 , 東亜建設工業株式会社 , 東洋建設株式会社 , 理清宮
发明人： KIYOMIYA OSAMU , HONJO TAKANOBU , AIDA KAZUYA , HORII RYOSUKE , YAMAMURA KAZUHIRO , KIMURA HIDEO , KATAYAMA YOSHISUKE
IPC分类号： E02D25/00 , E02D29/073
摘要： PROBLEM TO BE SOLVED: To provide the last tube of an immersed tube and the last joining method capable of being easily joined by absorbing even if there are some deviation in the existing tube bodies in a method for making the last joining between the existing tubes and the last tube.
SOLUTION: In the last tube 1 for the last joining inserted and installed between the existing tubes A and B, the last tube 1 is divided in the direction of the axis, both divided tube bodies 1a and 1b are connected with an expansible joint 3 such as bellows 3a or the like forming a steel plate having cut-off efficiency along the circumferential wall in a corrugated form, bulk heads 5a and 5b are provided inside of the tube bodies 1a and 1b located on both sides of the expansible joint 3 to form a pressure chamber 6 capable of pouring and discharging water and a pressurizing pump 15 making water pressure inside of the pressure chamber 6 higher than the outside water pressure.
COPYRIGHT: (C)2005,JPO&NCIPI

6. 发明专利

JP2011157745A Interior panel mounting structure and interior panel construction method of steel shell structure 有权
标题翻译：钢板结构内部板安装结构与内部板结构方法
公开(公告)号：JP2011157745A
公开(公告)日：2011-08-18
申请号：JP2010021023
申请日：2010-02-02
申请人： A & A Material Corp , Kfc Ltd , Osamu Kiyomiya , 株式会社エーアンドエーマテリアル , 株式会社ケー・エフ・シー , 理清宮
发明人： KIYOMIYA OSAMU , MARUYAMA SATOSHI , SAKO EI , IWATANI ICHIRO
IPC分类号： E21D11/00 , E21D11/38
摘要： PROBLEM TO BE SOLVED: To efficiently and easily perform construction work by mounting an interior panel even when the end of a separator is not disposed corresponding to the adjacent part of an adjacent interior panel in mounting the interior panel utilizing the end of the separator. SOLUTION: This interior panel mounting structure includes: steel shells 1b, 1b arranged at a predetermined space; the separator 2 provided between the steel shells 1b, 1b so that at least one end 2a projects outward from the steel shell 1b; a panel support 7 provided across adjacent fireproof panels 10, 10 and fixedly mounted to each of the fireproof panels 10; and an auxiliary implement 5 of substantially Z-shaped cross section with one projecting piece 52 fixed to the projecting end 2a of the separator 2 and with the other projecting piece 53 fixed to the panel support 7. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了有效地并且容易地通过安装内部面板来进行施工工作，即使当在安装内部面板时，隔板的端部没有被布置成对应于邻近的内部面板的相邻部分分隔器。该内部面板安装结构包括：布置在预定空间的钢壳1b，1b; 设置在钢壳1b，1b之间的分离器2，使得至少一个端部2a从钢壳1b向外突出; 设置在相邻的防火板10,10之间并且固定地安装到每个防火板10上的面板支撑件7; 以及具有大致Z形横截面的辅助工具5，其中一个突出片52固定到分离器2的突出端2a，另一个突出片53固定到面板支撑件7.版权所有（C）2011 ，JPO＆INPIT

7. 发明专利

JP2007146636A Construction method of concrete structure 审中-公开
标题翻译：混凝土结构施工方法
公开(公告)号：JP2007146636A
公开(公告)日：2007-06-14
申请号：JP2006295901
申请日：2006-10-31
申请人： Osamu Kiyomiya , Toyo Constr Co Ltd , 東洋建設株式会社 , 理清宮
发明人： HONJO TAKANOBU , SANO SEISHI , SUEOKA EIJI , KIYOMIYA OSAMU
IPC分类号： E01D19/02 , E01D21/00 , E02D29/02 , E04G21/02
摘要： PROBLEM TO BE SOLVED: To provide a construction method of a concrete structure attaining efficient construction without interfering with arrangement of reinforcements while sufficiently suppressing cracking even if using ordinary concrete.
SOLUTION: Reinforcements 1 and a plurality of ducts (spiral ducts) 2 are built in a concrete placing space. In this case, priority is given to building-in of the reinforcements 1, and after building in the required number of reinforcements 1 according to a design basis, the plurality of ducts 2 are built in utilizing a space not interfering with the reinforcements 1. Concrete is then placed in two stages divided into the peripheries of the ducts 2 and the inside of the ducts 2. Since concrete is placed in two stages, even if ordinary concrete is used as concrete, the total calorific value by hydration is kept low, and a temperature gradient in a peripheral concrete layer 3, not to mention concrete layers in the ducts 2, becomes small to suppress cracking.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种获得有效结构的混凝土结构的施工方法，而不会干扰加强件的布置，同时充分抑制裂纹，即使使用普通混凝土。解决方案：加固件1和多个管道（螺旋管道）2内置在混凝土浇筑空间中。在这种情况下，优先考虑加固件1的加入，并且在根据设计基础构建所需数量的加强件1之后，利用不与加强件1干涉的空间来内置多个管道2。然后将混凝土分为两段，分成管道2的周边和管道2的内部。由于混凝土分为两个阶段，即使使用普通混凝土作为混凝土，水合物的总发热量保持较低，并且周边混凝土层3中的温度梯度，更不用说管道2中的混凝土层变小，以抑制开裂。版权所有（C）2007，JPO＆INPIT

8. 发明专利

JP2004293157A Structure base isolation foundation 审中-公开
标题翻译：结构基础隔离基金会
公开(公告)号：JP2004293157A
公开(公告)日：2004-10-21
申请号：JP2003087104
申请日：2003-03-27
申请人： Osamu Kiyomiya , Oriental Consultants:Kk , Penta Ocean Constr Co Ltd , 五洋建設株式会社 , 株式会社オリエンタルコンサルタンツ , 理清宮
发明人： KIYOMIYA OSAMU , YASU DOSHO , WATANABE TSUTOMU , OTAKE SHOGO , KUROSAKI NOBUHIRO , TAMURA TAMOTSU
IPC分类号： E02D3/12 , E01D19/02 , E02D27/12 , E02D27/32 , E02D27/34
摘要： PROBLEM TO BE SOLVED: To provide an inexpensive structure base isolation foundation for suitably coping with secondary force by fault displacement and ground displacement causing residual deformation of the surrounding ground in a foundation of a building such as a bridge constructed in the vicinity of the weak ground and a fault becoming large in deformation of the surface layer ground by an earthquake.
SOLUTION: A structure 30 is placed on the foundation 31 constructed in the ground 32, and a base isolation layer 35 is interposed between a structure loading surface 33 of a foundation upper surface and an under surface of the structure. The base isolation layer 35 has a horizontal movement restricting means 36 capable of relatively moving the structure under surface in the horizontal direction to the structure loading surface 33 via a shock absorbing material 40, and restricting the excessive horizontal directional movement of the structure 30 to the foundation 31 around the structure loading surface 33.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种廉价的结构基础隔离基础，用于通过故障位移和地面位移适当地应对次级力，引起周围地面的残余变形，建筑物的基础例如在建筑物附近建造的桥梁弱地面和地震地表层变形变大。解决方案：结构30放置在构造在地面32中的基座31上，并且基础隔离层35插入在基础上表面的结构加载表面33和结构的下表面之间。基部隔离层35具有水平移动限制装置36，其能够通过冲击吸收材料40将水平方向的表面下方的结构相对移动到结构装载面33，并且将结构体30的过度的水平方向移动限制到基础31围绕结构承载面33。版权所有（C）2005，JPO＆NCIPI

9. 发明专利

JP2011220028A Reinforcement method and reinforcement structure of harbor structure 有权
标题翻译：加固结构的加固方法和加固结构
公开(公告)号：JP2011220028A
公开(公告)日：2011-11-04
申请号：JP2010092016
申请日：2010-04-13
申请人： Osamu Kiyomiya , Se Corp , 株式会社エスイー , 理清宮
发明人： KIYOMIYA OSAMU , TAKEYA KOJI , NOZAWA TADAAKI
IPC分类号： E02B3/06 , E02B3/08
CPC分类号： Y02A10/15
摘要： PROBLEM TO BE SOLVED: To provide a reinforcement method of harbor structure that solves the problem of long construction period and high cost in the conventional reinforcement method of harbor structure.SOLUTION: This reinforcement method of harbor structure is capable of resisting increased wave pressure against a harbor structure 2 which includes a concrete building frame 4 with an upper opening installed on a soil 3 and a sand bed 5 infilled inside the concrete building frame. A ground anchor 1 includes: an anchor 1a which is installed under the soil by boring from the infilled sand bed 5 of the concrete building frame 4, through a bottom 4a of the concrete building frame, to the under part of the soil 3 and; a tendon 1b which connects the anchor 1a and the upper part to apply tension; an anchoring body 1c and 1d which are installed over the infilled bed to fix the edge of the tendon after tension is applied. The ground anchor 1 reinforces and fixes the harbor structure 2.
摘要翻译：要解决的问题：提供港口结构的加固方法，解决港口结构的常规加固方法中施工周期长，成本高的问题。解决方案：港口结构的这种加固方法能够抵抗靠近港口结构2的波浪压力，该港口结构2包括具有安装在土壤3上的上部开口的混凝土建筑框架4和填充在混凝土建筑框架内的砂床5 。地面锚固体1包括：锚固体1a，其通过从混凝土建筑框架4的填充砂床5穿过混凝土建筑框架的底部4a钻孔到土壤3的下部而安装在土壤下面; 连接锚固器1a和上部以施加张力的腱1b; 锚固体1c和1d，其安装在填充床上方以在施加张力之后固定腱的边缘。地面锚1加强和修复港口结构2.版权所有（C）2012，JPO＆INPIT

10. 发明专利

JP2010053593A Fireproof-plate mounting structure 有权
标题翻译：防火板安装结构
公开(公告)号：JP2010053593A
公开(公告)日：2010-03-11
申请号：JP2008219534
申请日：2008-08-28
申请人： A & A Material Corp , Kfc Ltd , Osamu Kiyomiya , 株式会社エーアンドエーマテリアル , 株式会社ケー・エフ・シー , 理清宮
发明人： KIYOMIYA OSAMU , IWATANI ICHIRO , USHIJIMA YASUJI , MARUYAMA SATOSHI , YASUMOTO TATSUYA
IPC分类号： E21D11/38 , E21F5/00
摘要： PROBLEM TO BE SOLVED: To provide a fireproof-plate mounting structure adopted to mount a fireproof plate on the surface of a structure, such as, a tunnel and capable of increasing fireproofness while increasing working efficiency and cost benefit, when the fireproof plate is to be mounted. SOLUTION: In this fireproof-plate mounting structure, the fireproof plate 3 is mounted on the surface of the structure (such as, the steel shell 1a of a steel shell tunnel), by inserting through-bolts 2 in the through-holes 3a formed in the fireproof plate 3. The through-holes 3a of the fireproof plate 3 are formed into a cylindrical shape, having a diameter at least twice or more of the diameter of the through-bolts 2, A ring-shaped fireproof blanket 8, with a predetermined thickness, is suitable for the through-bolts 2. The peripheral edge part of the fireproof blanket 8 is interposed between the structure and the fireproof plate 3. Consequently, an air insulation layer A is formed between the structure and the fireproof plate, other than the areas where the fireproof blankets 8 are disposed. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种防火板安装结构，其将防火板安装在诸如隧道的结构的表面上并且能够提高耐火性同时提高工作效率和成本效益，当防火板要安装。解决方案：在该防火板安装结构中，将防火板3安装在结构体（例如钢壳隧道的钢壳体1a）的表面上，通过将贯穿螺栓2插入通孔中，形成在防火板3上的孔3a。防火板3的通孔3a形成为直径至少为贯穿螺栓2的直径的两倍或更多的圆柱形形状。环形防火毯如图8所示，具有预定厚度，适用于贯穿螺栓2.防火毯8的周边部分插入在结构和防火板3之间。因此，在结构和防火板，除了防火毯8设置的区域以外。版权所有（C）2010，JPO＆INPIT

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