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

JP2011127417A Liquefaction countermeasure structure 有权
标题翻译：液化计量测量结构
公开(公告)号：JP2011127417A
公开(公告)日：2011-06-30
申请号：JP2010160138
申请日：2010-07-14
申请人： Fudo Tetra Corp , Penta Ocean Construction Co Ltd , Port & Airport Research Institute , Shimizu Corp , Takenaka Doboku Co Ltd , Toa Harbor Works Co Ltd , Toyo Constr Co Ltd , 五洋建設株式会社 , 東亜建設工業株式会社 , 東洋建設株式会社 , 株式会社不動テトラ , 株式会社竹中土木 , 清水建設株式会社 , 独立行政法人港湾空港技術研究所
发明人： TAKAHASHI HIDENORI , MORIKAWA YOSHIYUKI , KAWASAKI HIROTAKA , FUKUTAKE TAKEYOSHI , YOSHIDA MAKOTO , NAGATSU TATSUO , TSUKUNI SHOICHI , SUGANO YUKI , SASAI TAKESHI , OTA MASANORI , SUZUKI WATARU , KUBO SHIGERU , FUKADA HISASHI , FUKUSHIMA SHINGO
IPC分类号： E02D27/34 , E02B3/12 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a liquefaction countermeasure structure suppressing liquefaction of the ground with a liquefied layer deposited on a non-liquefied layer or suppressing ground deformation caused by liquefaction without costing a great deal.
SOLUTION: The liquefaction countermeasure structure applied to the ground with the liquefied layer 2 deposited on the non-liquefied layer 1 includes a soil improving body 3 constructed in a position, separated from the non-liquefied layer 1, in the liquefied layer. Since a grounding structure 4 grounded on or set into the non-liquefied layer 1 and allowing the soil improving body 3 to abut on the side face is constructed, a horizontal displacement difference from the soil improving body 3 is reduced even when the non-liquefied layer 1 is horizontally displaced by an earthquake. The shearing strain of a permanent liquefied layer 2A between the non-liquefied layer 1 and the soil improving body 3 is thereby suppressed, and liquefaction or ground deformation caused by liquefaction can be suppressed.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种液化对策结构，其抑制了沉积在非液化层上的液化层的地面液化或抑制液化引起的地面变形而不花费大量的液化对策结构。解决方案：沉积在非液化层1上的液化层2应用于地面的液化对策结构包括在液化层1中与非液化层1分离的位置构造的土壤改良体3 。由于构成接地结构4接地或设置在非液化层1中并使土壤改良体3与侧面抵接，所以即使在非液化的情况下，与土壤改良体3的水平位移差也减小层1被地震水平位移。因此，能够抑制非液化层1与土壤改质体3之间的永久液化层2A的剪切应变，能够抑制由液化引起的液化或地面变形。版权所有（C）2011，JPO＆INPIT

2. 发明专利

JP2010007381A Liquefaction preventing structure 有权
标题翻译：液化防止结构
公开(公告)号：JP2010007381A
公开(公告)日：2010-01-14
申请号：JP2008169185
申请日：2008-06-27
申请人： Fudo Tetra Corp , Penta Ocean Construction Co Ltd , Port & Airport Research Institute , Shimizu Corp , Takenaka Doboku Co Ltd , Toa Harbor Works Co Ltd , Toyo Constr Co Ltd , 五洋建設株式会社 , 東亜建設工業株式会社 , 東洋建設株式会社 , 株式会社不動テトラ , 株式会社竹中土木 , 清水建設株式会社 , 独立行政法人港湾空港技術研究所
发明人： TAKAHASHI HIDENORI , KITAZUME MASAKI , KAWASAKI HIROTAKA , FUKUTAKE TAKEYOSHI , YOSHIDA MAKOTO , NAGATSU TATSUO , TSUKUNI SHOICHI , SUGANO YUKI , SASAI TAKESHI , OTA MASANORI , SUZUKI WATARU , FUJITA YUJI , FUKADA HISASHI , YAMAGUCHI KOICHIRO
IPC分类号： E02D27/34 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide an economical liquefaction preventing structure which is constructed by laying a lattice wall body in a manner floating from a non-liquefied layer.
SOLUTION: The liquefaction preventing structure prevents liquefaction of the ground by forming the floating type lattice wall body 1 having upper and lower surfaces opened and formed like a lattice in plan, on a liquefied layer 2 deposited on the non-liquefied layer 3. Herein each side length of a lattice of the floating type lattice wall body 1 is set equal to 0.4 to 0.8 times a wall height t, and the floating type lattice wall body 1 is floated from the non-liquefied layer 3, which contributes to reduction of the wall height t of the floating type lattice wall body 1, to thereby achieve construction of the economical liquefaction preventing structure.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种经济的液化防止结构，其通过以非浮液层的方式铺设格子壁体来构造。解决方案：液化防止结构通过在沉积在非液化层3上的液化层2上形成具有打开并形成为格子状的上表面和下表面的浮动型格子壁体1来防止地面液化这里，浮动型格子壁体1的格子的各边长度设定为壁高t的0.4〜0.8倍，浮动格子壁体1从非液化层3浮起，有助于降低浮式格子壁体1的壁高度t，从而实现经济的液化防止结构的构造。版权所有（C）2010，JPO＆INPIT

3. 发明专利

JP2013189815A Gravity type pier structure 有权
标题翻译：重量级型式结构
公开(公告)号：JP2013189815A
公开(公告)日：2013-09-26
申请号：JP2012057253
申请日：2012-03-14
申请人： Port & Airport Research Institute , 独立行政法人港湾空港技術研究所 , Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： SUGANO TAKAHIRO , KOHAMA EIJI , YOSHIDA MAKOTO , HARA MOTOHISA , IKENO KATSUYA
IPC分类号： E02B3/06
摘要： PROBLEM TO BE SOLVED: To provide a gravity type pier structure capable of obtaining large slide resistance force in an earthquake even when weight applied onto a bottom slab is light.SOLUTION: The gravity type pier structure comprises a gravity type revetment structure A composed of a rubble mound and a pier structure B constructed on the front side thereof. The pier structure B comprises a substructure 17 for which a plurality of pier support columns are integrally erected on an upper surface of a support column lower end supporting member 18 embedded under the front side of the revetment structure A, and a superstructure 16 including a floor slab supported by the substructure. The support column lower end supporting member 18 of the substructure is mounted on a water bottom foundation composed of rubbles and established at a water bottom, rubbles 23 configuring the revetment structure A are piled up on it, many vertically penetrating openings 20 are formed at the support column lower end supporting member 18, and the rubbles 23 configuring the revetment structure A are filled in the openings 20.
摘要翻译：要解决的问题：提供一种能够在地震中获得大的滑动阻力的重力型墩结构，即使施加到底板上的重量是轻的。解决方案：重力式墩结构包括重力式护舷结构A，瓦砾堆垛和在其前侧构造的码头结构B. 码头结构B包括底架17，多个码头支撑柱一体地竖立在嵌入在护岸结构A的前侧的支撑柱下端支撑构件18的上表面上，并且包括地板由底部支撑的板。底座的支撑柱下端支撑构件18安装在由瓦砾构成的水底基础上并建立在水底处，构成护岸结构A的瓦砾23堆积在其上，许多垂直穿透开口20形成在支撑柱下端支撑构件18，并且构成护岸结构A的瓦砾23填充在开口20中。

4. 发明专利

JP2013032683A Breakwater structure and undertow reinforcing mechanism 有权
标题翻译：破碎的结构和加强机构
公开(公告)号：JP2013032683A
公开(公告)日：2013-02-14
申请号：JP2012013096
申请日：2012-01-25
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： KOTOURA TAKESHI , YASUNO KOICHIRO , YOSHIDA MAKOTO
IPC分类号： E02B3/06
CPC分类号： Y02A10/15
摘要： PROBLEM TO BE SOLVED: To provide a breakwater structure capable of increasing the destruction resistance of a breakwater against an undertow when tsunami occur, and an undertow reinforcing mechanism for the same.SOLUTION: The breakwater structure is constructed with a plurality of caissons KS arranged side by side. It includes undertow reinforcing mechanisms 10 each of which has a stopper member 11 arranged on a front face F of the caisson outside a harbor, a counter member 12 installed on the back side of the caisson inside the harbor, and a connection member 13 arranged in a gap between the caissons for connecting the stopper member and the counter member. The undertow reinforcing mechanisms give resistances to the caissons against undertow wave power when the undertow wave power operates on the back faces of the caissons.
摘要翻译：要解决的问题：提供能够提高防波堤对海啸发生时的抗破坏性的防波堤结构，以及用于其的底下加强机构。解决方案：防波堤结构由多个并排设置的沉箱KS构成。它包括加强机构10，每个加强机构10具有设置在港口外的沉箱的前面F上的止动构件11，安装在港口内的沉箱的后侧的对置构件12和布置在用于连接止动构件和计数构件的沉箱之间的间隙。当下沉波浪功率在沉箱的背面上工作时，底部的加固机构给沉箱提供抵抗下伏波力的电阻。版权所有（C）2013，JPO＆INPIT

5. 发明专利

JP2014181518A Anti-earth-pressure structure for quay and revetment 有权
标题翻译：用于查询和撤销的抗地压结构
公开(公告)号：JP2014181518A
公开(公告)日：2014-09-29
申请号：JP2013057555
申请日：2013-03-21
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： YOSHIDA MAKOTO , HARA MOTOHISA
IPC分类号： E02B3/06
摘要： PROBLEM TO BE SOLVED: To provide an anti-earth-pressure structure for a quay and revetment, which can reduce earth pressure acting on an earth retaining wall in a quay and a revetment.SOLUTION: An anti-earth-pressure structure 10 for a quay and revetment includes: a pile 11 that is driven into original ground; a leg 12 that is attached and fixed to the pile 11; an earth retaining wall 13 that is arranged obliquely with respect to a vertical direction so as to be tilted to a land side and supported by the pile and the leg; and a strut work 15 that is arranged on the land side so as to be connected to an upper part of the leg.
摘要翻译：要解决的问题：提供一种用于码头和护岸的抗土压力结构，其可以减少作用在码头和护岸中的地面挡土墙上的土压力。解决方案：用于码头和护岸包括：进入原地的11堆; 固定在桩11上的腿部12; 一个相对于垂直方向倾斜地设置成倾斜到陆面并由桩和腿支撑的挡土墙13; 以及布置在陆地侧上以与腿部的上部连接的支柱工件15。

6. 发明专利

JP2013119754A Construction method for pier structure 有权
标题翻译：砌块结构施工方法
公开(公告)号：JP2013119754A
公开(公告)日：2013-06-17
申请号：JP2011269133
申请日：2011-12-08
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： HARA MOTOHISA , YOSHIDA MAKOTO , IKENO KATSUYA
IPC分类号： E02B3/06
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a pier structure, capable of manufacturing and installing the pier structure efficiently and inexpensively.SOLUTION: A construction method for a pier structure includes the steps of: installing a bottom slab forming form 13 for forming a bottom slab 3 on a dry manufacturing yard 12 while installing a support jig 11 for supporting support posts 4, 4... at predetermined height positions above the bottom slab forming form 13; supporting the support posts 13 by the support jig 11 and erecting the support posts on the bottom slab forming form 13; placing concrete in the bottom slab forming form 13 and integrating the support posts 4, 4... with the bottom slab 3 to form a substructure 5; thereafter supporting the substructure 5 by a buoyancy body 16 provided in the support jig 11 and floating the substructure 5 on the surface of water to move it to a desired installation site; and relatively lowering the substructure 5 with respect to the support jig 11 at the installation site to install it on a water bottom foundation 2.
摘要翻译：要解决的问题：提供一种能够有效且廉价地制造和安装墩架结构的码头结构的施工方法。解决方案：一种用于墩架结构的施工方法，包括以下步骤：在安装用于支撑支柱4,4的支撑夹具11的同时，在干燥的制造场所12上安装用于形成底板3的底板坯形成模13。在形成板13的底板上方的预定高度位置; 通过支撑夹具11支撑支撑柱13，并将支撑柱竖立在底板上形成13; 将混凝土置于底部板坯形成件13中，并将支撑柱4,4a与底部板坯3整合以形成下部结构5; 然后通过设置在支撑夹具11中的浮力体16支撑下部结构5，并将底部结构5漂浮在水面上以将其移动到期望的安装位置; 并在安装地点相对于支撑夹具11相对地降下子结构5以将其安装在水底基础2上。版权所有（C）2013，JPO＆INPIT

7. 发明专利

JP2013053435A Breakwater structure, caisson for breakwater and reinforcement method of breakwater 审中-公开
标题翻译：破碎水结构，CAISSON用于破碎水和破碎加固方法
公开(公告)号：JP2013053435A
公开(公告)日：2013-03-21
申请号：JP2011191669
申请日：2011-09-02
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： YASUNO KOICHIRO , YOSHIDA MAKOTO , KOMAKI TAIKI
IPC分类号： E02B3/06
CPC分类号： Y02A10/15
摘要： PROBLEM TO BE SOLVED: To provide a breakwater structure which is so strong that it is not easily made to fall and destroyed even when a caisson of a breakwater is slid by action of external force exceeding assumption like an unanticipated tsunami attack, the caisson for the breakwater and a reinforcement method of the breakwater.SOLUTION: For the breakwater structure, a caisson 11 is a superstructure, a foundation mount M by debris ST is a substructure, and a notched surface 13 notched so as to be inclined toward a bottom surface of the caisson is provided on a back surface lower part of the caisson. The notched surface helps formation of a rise by the ground and/or the debris behind the notched surface when the caisson is slid by the external force from a front surface, and the rise resists movement of the caisson.
摘要翻译：要解决的问题：为了提供一种如此强烈的防波堤结构，即使当防波堤的沉箱被超出假设的意外的力量滑动，如非预期的海啸袭击时，它也不容易掉落和破坏，防波堤的沉箱和防波堤的加固方法。解决方案：对于防波堤结构，沉箱11是上部结构，由碎片ST构成的基础安装座M是下部结构，并且在凹部的下表面上被切口以朝向沉箱的底面倾斜的缺口表面13设置在后表面下沉部分的沉箱。当沉箱由前表面的外力滑动时，缺口表面有助于在凹槽表面后面的地面和/或碎屑形成上升，并且上升阻止沉箱的移动。版权所有（C）2013，JPO＆INPIT

8. 发明专利

JP2005090006A Method and apparatus for constructing underground continuous wall 有权
标题翻译：用于建造地下连续墙的方法和装置
公开(公告)号：JP2005090006A
公开(公告)日：2005-04-07
申请号：JP2003322037
申请日：2003-09-12
申请人： Chida Engineering:Kk , Penta Ocean Constr Co Ltd , Seiko Kogyo Kk , 五洋建設株式会社 , 成幸工業株式会社 , 株式会社チダエンジニアリング
发明人： UEDA MASAKI , SUGIHARA HIROAKI , YOSHIDA MAKOTO , SENDA SHOHEI , WATANABE KAZUHIRO , SHIBAHARA KATSUMI
IPC分类号： E02D5/18
摘要： PROBLEM TO BE SOLVED: To reduce the possibility of causing the quality degradation of the mutual connection part of improving bodies, a lowering of construction efficiency and a problem of sludge mixed with a solidifying material even in adjacent construction by providing a technology for preventing the collapse of an existing improving body.
SOLUTION: In the method of constructing a continuous wall body W formed of a plurality of improving bodies U, U in the ground by repeating a process of discharging an improving material M from discharge ports 12A, 12B in the state of inserting insertion shafts 1A, 1B with the discharge ports 12A, 12B into the ground to construct the improving bodies U in the ground insertion part of the insertion shafts 1A, 1B, an interception panel P for intercepting the insertion shaft 1A, 1B side from the going-away side from the insertion shaft 1A, 1B side is extended along a depth direction at least on the existing improving body U side of the insertion shafts 1A, 1B, and in this state, the insertion of the insertion shafts 1A, 1B and the construction of the improving bodies NU are carried out to construct the improving bodies NU continuous with the existing improving bodies U.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了减少改善体的相互连接部分的质量下降的可能性，即使在相邻的结构中，也可以降低施工效率和与凝固材料混合的污泥的问题，通过提供技术防止现有改善体的崩溃。解决方案：在通过重复在插入插入状态下从排出口12A，12B排出改进材料M的过程来构造由多个改进体U，U形成的连续壁体W的方法中具有排出口12A，12B的轴1A，1B进入地面，以构成插入轴1A，1B的接地插入部分中的改进体U，用于拦截插入轴1A，1B侧的截取面板P，至少在插入轴1A，1B的现有改进体U侧沿插入轴1A，1B侧的远离一侧的深度方向延伸，并且在该状态下，插入轴1A，1B和结构的改进机构NU进行，以构建与现有改良机构U连续的改进机构NU。版权所有（C）2005，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