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

JP2005023514A Water cut-off joint structure and its construction method 审中-公开
标题翻译：水切割接头结构及其施工方法
公开(公告)号：JP2005023514A
公开(公告)日：2005-01-27
申请号：JP2003186524
申请日：2003-06-30
申请人： Asakawagumi:Kk , Daiho Constr Co Ltd , Honmagumi:Kk , Maeda Corp , Nishimatsu Constr Co Ltd , Nissan Rinkai Construction Co Ltd , Ohbayashi Corp , Penta Ocean Constr Co Ltd , Saeki Kensetsu Kogyo Co Ltd , Shimizu Corp , Sumitomo Metal Ind Ltd , Sumitomo Mitsui Construction Co Ltd , Taisei Corp , Takenaka Doboku Co Ltd , Toa Harbor Works Co Ltd , Toyo Constr Co Ltd , Wakachiku Construction Co Ltd , りんかい日産建設株式会社 , 三井住友建設株式会社 , 五洋建設株式会社 , 住友金属工業株式会社 , 佐伯建設工業株式会社 , 前田建設工業株式会社 , 大成建設株式会社 , 大豊建設株式会社 , 東亜建設工業株式会社 , 東洋建設株式会社 , 株式会社大林組 , 株式会社本間組 , 株式会社淺川組 , 株式会社竹中土木 , 清水建設株式会社 , 若築建設株式会社 , 西松建設株式会社
发明人： IMAI MAKOTO , KITAMURA TAKUYA , BESSHO TOMOHIRO , MOTOJIMA TEIJI , KURIO KENJI , MITARAI YOSHIO
IPC分类号： E02B3/16 , E02D5/14
摘要： PROBLEM TO BE SOLVED: To provide a water cut-off joint structure, and its construction method, for maintaining high water cut-off performance not only in construction but also after construction, in a joint part such as a steel plate cell and an arc or a steel pipe cell, and a steel pile sheet pile. SOLUTION: An infilling material 7 such as sand is filled in an area surrounded by the steel plate cell 1 and the arc 2, after engaging a female joint 3 with a male joint 4. A head part 4a of the male joint 4 is drawn near to the slit 3b side of the female joint 3, by receiving earth pressure of the infilling material 7, and the inner surface side of a slit 3b of the female joint 3 is brought into close contact with the head part 4a of the male joint 4. An elastic water cut-off member 5 arranged outside the slit 3b of the female joint 3 is elastically brought into close contact with a surface of the male joint 3. Water and sediment in a hollow part 3a of the female joint 3 are discharged in this state, and a curing filler 3 such as mortar is filled. After curing the filler 3, the movement of the male joint 4 in a joint part is restricted, and high water cut-off performance is maintained. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种截水接头结构及其施工方法，不仅在施工中，而且在施工之后，在诸如钢板电池的接合部分中保持高的截水性能电弧或钢管电池，以及钢桩桩。解决方案：在将阳接头3与阳接头4接合之后，诸如砂的填充材料7填充在由钢板电池1和电弧2包围的区域中。阳接头4的头部4a 通过接收填充材料7的接地压力而靠近母接头3的狭缝3b侧，并且阴接头3的狭缝3b的内表面侧与该接头3的头部4a紧密接触公接头4.设置在阴接头3的狭缝3b的外侧的弹性防水部件5弹性地与阳接头3的表面紧密接触。阴接头3的中空部3a中的水和沉积物在这种状态下排出，填充诸如砂浆的固化填料3。在固化填料3之后，接头部分中的阳接头4的移动受到限制，并且保持高的截水性能。版权所有（C）2005，JPO＆NCIPI

2. 发明专利

JP2007070821A Seepage control structure using cell revetment, and seepage-control monitoring method 有权
标题翻译：使用细胞修复的边缘控制结构和边界控制监测方法
公开(公告)号：JP2007070821A
公开(公告)日：2007-03-22
申请号：JP2005256266
申请日：2005-09-05
申请人： Sumitomo Metal Ind Ltd , Yokohama City , 住友金属工業株式会社 , 横浜市
发明人： UESUGI TADAO , YANAGIMOTO YASUTOMO , KITAMURA TAKUYA , IMAI MAKOTO
IPC分类号： E02B3/12 , B09B1/00
摘要： PROBLEM TO BE SOLVED: To provide a seepage control structure using cell revetment, which is superior in the seepage controll performance and reliability of the whole revetment, which can reduce a construction cost and a construction period and which facilitates the identification and maintenance of a water leakage location, and a seepage-control monitoring method. SOLUTION: The cell revetment C comprises many cell shells 1 with opened bottoms, which are embedded up to a predetermined depth, an arc part which connects the cell shells 1 to each other, and a filling material which is infilled into them. A flow of seepage water between a front water area A and a reclaimed land B for waste disposal is blocked by utilizing the cell revetment C. A water head c, in a dam body, of the cell revetment C is kept constantly higher than a water head b on the side of the reclaimed land B. When the revetment is constructed in the water area such a sea area, where a water level fluctuates, a through-hole 5 is provided in a position lower than a high water level a h on side of the front water area A of the cell revetment C and higher than a management water level b on the side of the reclaimed land B. This enables the application of the method in which the water head c in the dam body is kept higher than the water head b on the side of the reclaimed land B without the use of power by utilizing a fluctuation Δa in the water level of the front water area A. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种使用细胞护岸的渗流控制结构，其渗流控制性能和整个护岸的可靠性优越，可以降低施工成本和施工周期，有利于识别和维护的漏水位置，以及渗流控制监测方法。解决方案：细胞护岸C包括许多细胞壳1，其具有开放的底部，其被嵌入到预定深度，将细胞壳1彼此连接的圆弧部分和填充到其中的填充材料。通过利用细胞护岸C，在前水区域A和用于废物处理的再生土地B之间的渗水水流被堵塞。细胞护岸C的水坝c在水坝体中保持恒定高于水在再生土地一侧的B头B.当水域在水域波动的海域等构造时，通孔5设置在低于高水位的位置a h ，并且高于再生土地B侧的管理水位b。这样可以将水头c的方法应用于通过利用前方水域A的水位的波动Δa，坝体被保持高于回填土地B侧的水头b，而不使用动力。（C）2007年， JPO＆INPIT

3. 发明专利

JP2005248639A Sea water exchange type breakwater 审中-公开
标题翻译：海水交换式破水机
公开(公告)号：JP2005248639A
公开(公告)日：2005-09-15
申请号：JP2004063387
申请日：2004-03-08
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： NISHIYAMA TAKAHIRO , KOBAYASHI YOICHI , KITAMURA TAKUYA , IMAI MAKOTO
IPC分类号： E02B3/06 , E02D23/00
CPC分类号： Y02A10/15
摘要： PROBLEM TO BE SOLVED: To provide a sea water exchanging type breakwater capable of exchanging seawater economically and efficiently by small or small-scaled headrace works.
SOLUTION: A caisson body 4 positioning under static surface water level, a cover body 5 covering the upper face of the caisson body 4, a parapet 6 putted on the cover body 5 and having the top end on the static water level, and a headrace work 9 connecting inside 2 of a harbor from the caisson-breadthwise direction-center of the harbor outside face of the parapet 6 are provided as constituent elements of the seawater exchange breakwater 3. By forming the upper front edge facing the outside 1 of the harbor of the caisson body 4 is shaped in a arcuate form in plan view, waves from the outside 1 of the harbor is bent by the front upper face to concentrate the wave directional line in the central part of the caisson breadthwise direction and enhance the efficiency of the seawater exchange by the headrace work 9.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供能够通过小型或小型头饰工程经济高效地交换海水的海水交换型防波堤。解决方案：定位在静态水位下的沉箱体4，覆盖沉箱4的上表面的盖体5，放置在盖体5上并具有静止水位上端的护板6，并且作为海水交换防波堤3的构成要素，设置有连接在距离护栏6的港口外侧面的沉箱宽度方向中心的港口2内的头条工作9.通过形成面向外部1的上侧前缘沉箱体4的港口在平面图中呈弓形，波浪从前上方弯曲，将波浪方向线集中在沉箱宽度方向的中心部分，并增强海上交流的效率由头条工作9.版权所有（C）2005年，JPO＆NCIPI

4. 发明专利

JPS61134410A Method of building banking artificial island 失效
标题翻译：建立银行人造岛的方法
公开(公告)号：JPS61134410A
公开(公告)日：1986-06-21
申请号：JP25590584
申请日：1984-12-04
申请人： Shimizu Constr Co Ltd , Sumitomo Metal Ind Ltd , Toa Harbor Works Co Ltd
发明人： MINANAMI SHUICHIRO , KITAMURA TAKUYA , MUTO HIROYUKI , OMURA HIDEO
IPC分类号： E02B3/18 , E01D19/02 , E01D24/00 , E02B3/04 , E02B3/06 , E02B17/00 , E02D5/22
CPC分类号： E02B17/00
摘要： PURPOSE:To reduce a construction cost, by a method wherein a steel plate cell formed in an arc of a circle is engaged with piles therebetween, and after the steel plate cell is built through driving of the cell arc into a sea bottom grounded by exerting vibration on the cell arc, the interior of the cell is filled with soil. CONSTITUTION:Plural steel pipe piles 11 are arranged at intervals along an imaginary circle to drive the piles into a sea bottom ground. A steel plate cell arc 14, supported upright through a driving device with the aid of a crane ship, is located between the piles 11, and engaging parts 17 and 18 of the cell arc are inserted into parts 12 and 13, respectively, to be engaged to be engaged of the piles 11 from above for engagement. Thereafter, vibration is exerted on the cell arc 14 to drive it into the sea bottom ground to build a steel plate cell 19. After the interior of the cell 19 is filled with soils an engaging part between the cell ar 14 and the pile 11 is filled with sacked clay mortar for cut off.
摘要翻译：目的：为了降低施工成本，通过以圆弧形成的钢板电池与它们之间的桩接合的方法，并且在通过将电池电弧驱动到通过施加地面接地的海底中而形成钢板电池之后，电池上的振动电弧，电池内部充满土壤。规定：多个钢管桩11沿着假想的圆周间隔排列，以将桩引入海底地面。借助于起重机船，通过驱动装置直立支撑的钢板电池14位于桩11之间，电池弧的接合部分17和18分别插入到部件12和13中从上方从事从事桩11的订婚。此后，振动被施加在电池弧14上以驱动它进入海底地面以建立钢板电池19.在电池19的内部充满污垢之后，电池单元14和堆11之间的接合部分是充满被褥的粘土砂浆切断。

5. 发明专利

JP2013238033A Emergency evacuation facility using large-size steel pipe 有权
标题翻译：使用大型钢管的紧急撤离设施
公开(公告)号：JP2013238033A
公开(公告)日：2013-11-28
申请号：JP2012111438
申请日：2012-05-15
申请人： Yokogawa Sumikin Bridge Corp , 株式会社横河住金ブリッジ , Nippon Steel & Sumitomo Metal , 新日鐵住金株式会社 , Ohbayashi Corp , 株式会社大林組 , Kobe Steel Ltd , 株式会社神戸製鋼所
发明人： TAKEUCHI DAISUKE , YUGAWA MASAYUKI , IMAI MAKOTO , KITAMURA TAKUYA , INAGAKI HIROSHI , NAKAMURA YASUSHI , SUNOHARA YUTAKA
IPC分类号： E04H9/14
CPC分类号： Y02A10/39
摘要： PROBLEM TO BE SOLVED: To provide a simply structured emergency evacuation facility, which is easily installed without the need for a wide installation space, reduces a risk of breakage of connections due to tsunami and the like and decreases water flow pressure, reduces flooding into an evacuation space and can ensure a space part enabling persons to breathe even on the occurrence of submersion in the space part, can ensure survival of evacuees even when the facility is entirely submerged, and suitable for emergency evacuation in order to temporarily escape flood disaster such as tsunami and flooding.SOLUTION: A tower-shaped emergency evacuation facility 1 constituted of a large-size steel pipe 2 having an inner diameter of 2.5 m and a length of 16 m is erected above a foundation steel pipe 8 constituted of a rotary penetration steel pipe pile having a setting depth of 12 m buried into the ground, via a foundation part 9. An upper room 4 provided in the pipe and a spiral staircase part 5 below the upper room are evacuation spaces 3 of evacuees. An air-tight hatch 10 is provided in a doorway, and the evacuation spaces 3 inside the pipe are air-tight sealed spaces.
摘要翻译：要解决的问题：为了提供一种简单结构的紧急疏散设施，其易于安装而不需要宽的安装空间，降低了由于海啸等导致的连接断裂的风险，并且减少了水流压力，减少了淹水疏散空间，即使在空间部分淹没的情况下也能确保人员呼吸的空间部分，即使设备完全淹没，也可以确保撤离人员的生存，并适合紧急疏散以暂时逃避洪水灾害，例如海啸和淹水。解决方案：将由内径为2.5米，长度为16米的大型钢管2构成的塔形应急排泄装置1竖立在由旋转穿透钢构成的基础钢管8上方通过基础部分9埋设在地面中的深度为12m的管桩。设置在管道中的上部房间4和螺旋形阶梯部分上层房间5间是撤离人员的疏散空间3。在门口设有气密的舱口10，管内的排气空间3是气密密封的空间。

6. 发明专利

JPH01235708A CONSTRUCTION OF STEEL WAVE-BREAKER CELL 失效
公开(公告)号：JPH01235708A
公开(公告)日：1989-09-20
申请号：JP6283788
申请日：1988-03-16
申请人： MINI PUBLIC WORKS , SUMITOMO METAL IND , TOA HARBOR WORKS CO LTD
发明人： UTA TAKAAKI , MURAI SADAMI , YANAGIMOTO YASUTOMO , KITAMURA TAKUYA , OGINO HIDEO
IPC分类号： E02B3/06
摘要： PURPOSE:To permit short-time construction works of steel cell type wave breaker having an excellent wave breakability and high stability, by fitting a precast concrete box, which defines a water chamber inside thereof and has slits on the front side, into a cylindrical steel cell. CONSTITUTION:A cylindrical steel cell 10 is held in place such that the lower part thereof is partially buried into the sea bottom. A packing material is charged into the cell 10 up to a level of the bottom of a water chamber 14. A precast concrete box member 11 having vertical slits 12 on the front side is insertedly placed within the cell 10. A space behind the box member 11 which constitutes the water chamber 14, is further filled with the packing material. A side face of the steel cell 10 is cut to form vertical slits corresponding to those of the box member 11. This enables high efficiency construction works of the wave breaker.

7. 发明专利

JPS6417908A PERMEABLE WAVE DISSIPATION LEVEE CONSISTING OF STEEL MADE CELL STRUCTURE 失效
公开(公告)号：JPS6417908A
公开(公告)日：1989-01-20
申请号：JP17192387
申请日：1987-07-09
申请人： MINI PUBLIC WORKS , SUMITOMO METAL IND , TOA HARBOR WORKS CO LTD
发明人： UTA TAKAAKI , MURAI SADAMI , IIMURA OSAMU , KITAMURA TAKUYA , MIZUNO TOSHIO
IPC分类号： E02B3/06 , E02D5/04
摘要： PURPOSE:To accelerate the generation of whirlpool by arranging steel made cell structures in a straight line or zigzag at intervals and providing perpendicular walls vertical to the straight line linking the centers of cell structures adjacent to each other to the inside of a levee in the gap sections of the cell structures. CONSTITUTION:A permeable wave dissipation levee is built by arranging a plural number of steel-made cell structures 10 in a straight line or zigzag at required intervals. And, a perpendicular wall 14 is provided to the farther inside of the levee body than the straight line linking the centers of the steel made cell structures 10 vertically to the full height of the steel made cell structures. Accordingly, after the waves passing through the gap sections provided between steel made cell structures 10 adjacent to each other are once converged on the outside of the levee, when the waves spout into the levee, the whirlpool running in between perpendicular walls 14 generates. According to the constitution, the wave dissipation is performed by converting the energy of incident wave into whirlpool energy.

8. 发明专利

JPH0554524B2 失效
公开(公告)号：JPH0554524B2
公开(公告)日：1993-08-12
申请号：JP20913686
申请日：1986-09-05
申请人： SUMITOMO METAL IND , KENSETSUSHO DOBOKU KENKYU , TOA HARBOR WORKS CO LTD
发明人： YANAGIMOTO YASUTOMO , IIMURA OSAMU , TAKASE YUKINORI , KITAMURA TAKUYA , NAKAYAMA SHUICHI
IPC分类号： E02B3/06

9. 发明专利

JPS6140912A Breakwater structure for quaywall 失效
标题翻译：用于QUAYWALL的BREAKWATER STRUCTURE
公开(公告)号：JPS6140912A
公开(公告)日：1986-02-27
申请号：JP16118284
申请日：1984-07-31
申请人： Sumitomo Metal Ind Ltd
发明人： KITAMURA TAKUYA , NAKAYAMA TANEKIYO , TAKASE YUKINORI , KIDA HIROSHI
IPC分类号： E02B3/06 , E02D5/02
CPC分类号： E02B3/06 , Y02A10/15
摘要： PURPOSE:To lower the reflecting rate of waves by reducing the energy of waves by a method in which speel plate cells are connected with arcs on the ground side, and a row of piles are driven in such a way as to form slit-shaped apertures between the steel plate cells for constructing a water-retarding basin. CONSTITUTION:Steel plate cells 1 are set at a given interval and connected with a ground side arc 2 as a coupler. A great number of piles 3 are driven to form a slit-shaped aperture W in the vertical direction between the sea-side tip portions of the cells 1 in such a way as to form a water-retarding basin 3 surrounded by the arc 2, the cells 1, and the piles 3. The reflecting rate of waves can thus be lowered by biasing the phases of reflecting waves, and waves-breaking function can be obtained simply by setting the pile row in front of the quaywall.
摘要翻译：目的：通过降低波浪能量的方法降低波浪的反射率，其方法是将散射板单元与地面上的弧连接，并且以一排方式驱动，形成狭缝形孔在用于构造阻水盆的钢板电池之间。构成：将钢板电池1设定为给定间隔并与作为耦合器的接地侧弧2连接。大量的桩3被驱动以在单元1的海侧末端部分之间沿垂直方向形成狭缝状的孔口W，以便形成被圆弧2包围的阻水盆3，电池单元1和堆叠3.因此可以通过偏置反射波的相位来降低波的反射率，并且可以简单地通过将堆排设置在前壁之前来获得波浪破坏功能。

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