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1. 发明专利

JP2006257826A Earth retaining structure using double steel sheet pile, driving construction method of double steel sheet pile and starting-arriving construction method of shield machine using double steel sheet pile 有权
标题翻译：使用双钢板桩的地球保持结构，双钢板桩的起动施工方法和起重机施工方法使用双钢板桩
公开(公告)号：JP2006257826A
公开(公告)日：2006-09-28
申请号：JP2005079957
申请日：2005-03-18
申请人： Sumitomo Metal Ind Ltd , Zenitaka Corp , 住友金属工業株式会社 , 株式会社錢高組
发明人： TAKENAKA KAZUYUKI , TSUNODA KUNISUKE , FUKADA KAZUYUKI , KAMEYAMA AKIHISA , OKUDA YOICHI
IPC分类号： E02D5/04 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To safely and quickly start a shield machine from a shaft constructed by an earth retaining structure and enable arrival at the shaft, while preventing the inflow of sediment from an external part by improving mechanical strength of the earth retaining structure using a steel sheet pile.
SOLUTION: This earth retaining structure 24 is provided with a double steel sheet pile 1 composed of an inside steel sheet pile 14 and an outside steel sheet pile 15 superposably arranged on the inside and outside in a close contact state; and is formed in a shape having a bending molding part 5 of bending the steel sheet pile 2 in a projecting shape or a recessed shape and a horizontal overhang part 6 for horizontally overhanging both ends of the bending molding part 5 and arranging a connecting joint 10 on the tip; and adopts a connecting structure for mutually alternately arranging the inside-outside steel sheet piles 2 by respectively dislocating a half pitch by a half pitch; and uses the double steel sheet pile 1 of the structure even in this starting-arriving construction method of the shield machine 20.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了安全快速地从由接地保持结构构成的轴上启动屏蔽机，并且能够抵达轴，同时通过提高地球保持力的机械强度来防止沉积物从外部流入使用钢板桩的结构。解决方案：该接地保持结构24设置有由内侧钢板桩14和外侧钢板桩15组成的双层钢板桩1，该钢板桩16在紧密接触的状态下在内侧和外部重叠地布置; 并且形成为具有将钢板桩2弯曲成突出形状或凹形的弯曲成形部5的形状和水平伸出部6，水平伸出弯曲成型部5的两端，并且配置连接接头10 在提示上并且采用通过将半间距分别偏离半间距来相互交替地布置内侧钢板桩2的连接结构; 并且即使在盾构机20的起始到达施工方法中也采用该结构的双层钢板桩1。（C）2006年，JPO＆NCIPI

2. 发明专利

JP2012140813A Sheet pile with drainage function, and sheet pile bulkhead 有权
标题翻译：具有排水功能的板材，以及板坯块
公开(公告)号：JP2012140813A
公开(公告)日：2012-07-26
申请号：JP2011000363
申请日：2011-01-05
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： SAIMURA YUKIO , OTOSHI KAZUTAKA , TANAKA HIROMASA , KOBAYASHI YOICHI , KAMEYAMA AKIHISA , NISHIYAMA TERUKI
IPC分类号： E02D5/04 , E02D3/10
摘要： PROBLEM TO BE SOLVED: To provide a sheet pile with a drainage function and a sheet pile bulkhead, easy to manufacture and handle, excellent in workability, and hard to clog with sediment.SOLUTION: Inside a steel sheet pile 2 in a U-shape, a hat-shape or the like, e.g., a drainage member 4 is mounted which is formed in a solid netted structure. The solid netted structure formed by welding the contact points of linear bodies of polypropylene or the like to one another has a tight portion 4a near the surface and a rough portion 4b inside thereof and may also have a hollow portion 4c inside thereof. It is wholly shaped long cylindrical with an approximately rectangular cross section or the like. The drainage member 4 whose lower and upper ends are mounted on a web 2a of the steel sheet pile 2 in a U-shape, a hat-shape or the like via a front end mounting member 5 and a rear end mounting member 6, respectively. The lower and upper ends are integrated with the steel sheet pile 2 to be placed in a ground as it is. The tight portion 4a near the surface functions to prevent the entry of sediment during earthquake, and the rough portion 4b and the hollow portion 4c inside thereof disperse excess pore water pressure to inhibit the liquefaction of the ground.
摘要翻译：要解决的问题：提供具有排水功能的片桩和片桩隔板，易于制造和处理，加工性好，难以堵塞沉积物。解决方案：在钢板桩2的U形中，安装形成为实心网状结构的帽形等，例如排水构件4。通过将聚丙烯等线状体的接触点彼此焊接而形成的实心网状结构在表面附近具有紧密部分4a，在其内部具有粗糙部分4b，并且其内部也可以具有中空部分4c。它是整体形状的长圆柱形，具有近似矩形的横截面等。排水构件4的下端和上端分别经由前端安装构件5和后端安装构件6安装在钢板桩2的腹板2a上，U形，帽形等。下端和上端与钢板桩2一体化，直接放在地面上。靠近表面的紧密部分4a起到防止地震期间沉积物进入的作用，粗糙部分4b和其内部的中空部分4c分散多孔隙水压力以抑制地面的液化。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2010255181A Combination steel sheet pile and steel sheet pile wall using the same 有权
标题翻译：组合钢板和钢板使用相同的墙壁
公开(公告)号：JP2010255181A
公开(公告)日：2010-11-11
申请号：JP2009102625
申请日：2009-04-21
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： NAGAO NAOYA , TANAKA HIROMASA , KAMEYAMA AKIHISA
IPC分类号： E02D5/04
摘要： PROBLEM TO BE SOLVED: To provide a combination steel sheet pile which makes storage efficiency and transport efficiency excellent while eliminating labor and costs spent for welding, shape measurement, correcting operations, working management, etc., by combining a steel sheet pile and a stiffening steel material in a built-up beam style and making deflection behaviors almost agree with each other; and to provide a steel sheet pile wall.
SOLUTION: H-shaped steel 3 is arranged inside a web of a hat-shaped steel sheet pile 2, and joined through tensile jointing using bolts 6 attached at predetermined spacings in a longitudinal direction, so that the deflection behavior of the hat-shaped steel sheet pile 2 and that of the H-shaped steel 3 can almost agree with each other. The engagement of joints 4 and 5 at both ends in a width direction makes the hat-shaped steel sheet piles 2 connected together in such a manner that projections and depressions in a cross section are directed in the same direction. In the tensile jointing using the bolts, all or some of the bolt holes of the hat-shaped steel sheet pile 2 and the H-shaped steel 3 are formed as slots 7, and allow vertical relative displacement. The hat-shaped steel sheet pile 2 and the H-shaped steel 3, which can be joined together on a construction site, are separately transported, joined together and integrally driven on the construction site.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种组合钢板桩，其通过组合钢板桩来提高储存效率和运输效率，同时消除用于焊接，形状测量，修正操作，工作管理等的劳动力和成本并以加强型梁的形式加固钢材，使得偏转行为几乎一致; 并提供钢板桩墙。解决方案：H形钢3布置在帽状钢板桩2的腹板的内部，并且通过使用螺栓6进行拉伸接合而连接，螺栓6沿纵向方向以预定间隔附接，使得帽子的偏转特性形状的钢板桩2和H形钢3的钢板桩几乎可以相互一致。接头4和5在宽度方向两端的接合使得帽状钢板桩2以使得横截面中的凹凸指向相同方向的方式连接在一起。在使用螺栓的拉伸接合中，帽状钢板桩2和H型钢3的全部或一些螺栓孔形成为槽7，并且允许垂直相对位移。可以在施工现场连接在一起的帽状钢板桩2和H型钢3分别运输，接合在一起，并在施工现场一体地驱动。版权所有（C）2011，JPO＆INPIT

4. 发明专利

JP2011214254A Reinforcing structure of banking 有权
标题翻译：加强银行结构
公开(公告)号：JP2011214254A
公开(公告)日：2011-10-27
申请号：JP2010081359
申请日：2010-03-31
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： NISHIYAMA TERUKI , TANAKA HIROMASA , KIDA HIROSHI , OKAMOTO MASANOBU , KAMEYAMA AKIHISA , NAGAO NAOYA , OTOSHI KAZUTAKA
IPC分类号： E02D17/18 , E02B3/04 , E02D5/04 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing structure of a banking which suppresses collapse of a slope surface of the banking due to overflow upon a flood, and degradation of a bearing force of an underground steel wall body by scouring of a ground surface, in a structure for reinforcing the banking with the underground steel wall body.SOLUTION: The underground steel wall body 2 including a steel sheet pile wall comprising steel sheet piles 3 (including steel pipe sheet piles) connected to each other is arranged within the range of a roughly top end 1c of the banking 1. The steel sheet piles 8 as diagonal braces are diagonally placed on and along the slope surface 1a inside of the dike of the banking 1 on the slope surface 1a. The steel sheet piles 8 are embedded at least in a foundation ground 5 under the banking 1 by the depth longer than the length of the slope surface 1a of the banking 1. The steel sheet piles 8 are connected to configure the diagonal steel sheet pile wall 9, and the slope surface 1a is substantially covered with the steel sheet pile wall 9.
摘要翻译：要解决的问题：提供一种银行业的增强结构，其抑制由于洪水而溢出而导致的银行业倾斜面的塌陷，以及通过冲刷地面来降低地下钢墙体的承受力，用于加强与地下钢墙体的银行结构。解决方案：包括彼此连接的钢板桩3（包括钢管板桩）的钢板桩壁的地下钢墙体2设置在金属板的大致顶端1c。作为斜撑的钢板桩8对角地放置在倾斜面1a上的堤岸1的堤坝内侧的倾斜面1a上。钢板桩8至少埋设在银行1下的基础地面5中比银行1的斜面1a的长度更长的深度。钢板桩8被连接以构成对角钢板桩壁如图9所示，斜面1a基本上被钢板桩壁9覆盖。

5. 发明专利

JP2007332639A Jig for producing steel continuous wall member, method of producing steel continuous wall member, steel continuous wall member, and method of vertically connecting steel continuous members together 有权
标题翻译：用于生产钢连续墙部件的生产钢，连续墙构件的方法，钢连续墙构件，以及垂直连接钢连续构件的方法
公开(公告)号：JP2007332639A
公开(公告)日：2007-12-27
申请号：JP2006164934
申请日：2006-06-14
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： KAMEYAMA AKIHISA
IPC分类号： E02D5/16
摘要： PROBLEM TO BE SOLVED: To provide a jig for producing a steel continuous wall member, which dispenses with a large producing and machining yard, can produce the steel continuous wall member for producing a long wall, with high accuracy, and facilitates work of imparting verticality to the wall members and work of positioning of the same to each other in the construction field, and to provide a method of producing the steel continuous wall member, the steel continuous wall member itself, and a method of vertically connecting the steel continuous wall members together.
SOLUTION: When the steel continuous wall members 10-1, 10-2 are each produced by fixing a reinforcing member 12 to a web 11A of a steel sheet pile 11, edges of the steel sheet pile 11 and the reinforcing member 12 are abutted on restriction portions of the jig 20 at both edges of the same, and the edges are restricted to locations that are shifted from each other by a predetermined amount ΔL in a lengthwise direction of the steel continuous wall member.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种不需要大型生产和加工场地的钢制连续壁构件的制造工具，可以高精度地生产用于生产长壁的钢连续壁构件，并且便于工作在建筑领域赋予壁构件垂直度和相互定位的作用，并且提供钢连续壁构件的制造方法，钢连续壁构件本身以及垂直连接钢的方法连续的墙壁成员在一起。解决方案：当连续的钢构件10-1,10-2分别通过将加强构件12固定到钢板桩11的腹板11A上而形成钢板桩11和加强构件12的边缘时在夹具20的两个边缘处与限制部分抵接，并且边缘被限制在钢连续壁构件的长度方向上彼此偏移预定量ΔL的位置。版权所有（C）2008，JPO＆INPIT

6. 发明专利

JP2005171488A Connection structure between steel wall and reinforced concrete plate 有权
标题翻译：钢筋与钢筋混凝土板之间的连接结构
公开(公告)号：JP2005171488A
公开(公告)日：2005-06-30
申请号：JP2003408489
申请日：2003-12-08
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： KAMIJO TAKASHI , OKUDA YOICHI , KAMEYAMA AKIHISA
IPC分类号： E02D29/045 , E02D5/04 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide a connection structure between a steel wall and an RC plate capable of securely and rapidly connecting the steel wall to the RC plate constructed in the steel wall as a top plate or a bottom plate when the steel wall formed of assembled steel piles are used as a soil retaining wall in temporary installation and used as a part of the body structure of an underground structure when the underground structure such as a foundation structure or an excavated tunnel is constructed.
SOLUTION: The steel wall 1 is vertically constructed in an underground through a specified depth. An RC floor plate 2 is horizontally constructed on the inside of the steel wall 1. The steel wall 1 is constructed by driving the plurality of assembled steel piles 3 vertically parallel with each other in the radial direction of the assembled steel piles 3. The assembled steel piles 3 are formed of hat-shaped soil retaining steel materials 4 and wide-flange shape steels 5 having asymmetrical joints 4a and 4b at both ends. The end part of the main reinforcement 2a of the RC floor plate 2 is fixed to a space part 7 formed between the wide-flange shape-steels 5 and 5 with a concrete 2d.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供钢壁和RC板之间的连接结构，能够将钢壁与构造在钢壁中的RC板牢固并快速地连接，作为顶板或底板，当钢组装钢桩的墙体作为临时安装中的挡土墙，当构造地基结构或挖掘隧道等地下结构时，用作地下结构体的一部分。
解决方案：钢墙1通过指定深度垂直构造在地下。 RC壁板2水平地构造在钢壁1的内侧。钢壁1通过在组装的钢桩3的径向方向上垂直平行地驱动多个组装钢桩3而构成。组装钢桩3由具有保持钢材4的帽状土体和在两端具有不对称接头4a和4b的宽法兰形状的钢5形成。 RC地板2的主加强件2a的端部用混凝土2d固定在宽法兰形状钢5和5之间形成的空间部分7。版权所有（C）2005，JPO＆NCIPI

7. 发明专利

JP2011214251A Structure for reinforcing embankment 有权
标题翻译：加强建筑结构
公开(公告)号：JP2011214251A
公开(公告)日：2011-10-27
申请号：JP2010081334
申请日：2010-03-31
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： OTOSHI KAZUTAKA , NAGAO NAOYA , KIDA HIROSHI , OKAMOTO MASANOBU , TANAKA HIROMASA , KAMEYAMA AKIHISA , NISHIYAMA TERUKI
IPC分类号： E02D17/18 , E02B3/10 , E02D5/04
CPC分类号： Y02A10/31
摘要： PROBLEM TO BE SOLVED: To prevent a concentration of damage in a boundary between a reinforced section provided with an underground steel-wall body and an unreinforced section during an earthquake or a flood by relieving a structural change in the boundary.SOLUTION: The boundary (boundary surface (a) of the countermeasure work) between a countermeasure section (b) with sheet piles in which the underground steel-wall bodies 2 are provided in two rows along the continuous direction of the embankment 1, and a section (c) without a countermeasure which is not provided with the underground steel-wall body 2 yet exists within the range of the almost upper surface 1a of the continuous embankment 1. The underground steel-wall body 2 is formed of a steel sheet pile wall which is constituted by coupling steel sheet piles 3 to each other. The rigidity of the steel sheet pile 3 of the underground steel-wall body 2 in a predetermined section (f) serving as an end of the underground steel-wall body 2 is set to become gradually lower toward the side of the section (c) without the countermeasure from the side of the countermeasure section (b) with the sheet piles. For example, the number of the type of the steel sheet pile 3 for use becomes smaller toward the side of the section (c) without the countermeasure from the side of the countermeasure section (b) with the sheet piles.
摘要翻译：要解决的问题：通过减轻边界的结构变化，防止在地震或洪水期间设置有地下钢墙体的增强部分与未加固部分之间的边界内的损伤集中。解决方案：边界（在对置措施部分（b）与沿着路堤1的连续方向设置有两排的地下钢壁体2的板桩之间的对策部分（b）和没有在连续路堤1的大致上表面1a的范围内，没有设置地下钢壁体2的对策。地下钢壁体2由钢板桩壁构成，该钢板桩壁由将钢板桩3彼此连接。作为地下钢壁体2的端部的规定区域（f）中的地下钢壁体2的钢板桩3的刚性被设定为朝向部分（c）的侧面逐渐变低，没有来自对策部分（b）侧面的对策与纸张桩。例如，没有来自对策部（b）侧的纸张堆的对策，使用的钢板桩3的种类的数量朝向部分（c）侧变小。

8. 发明专利

JP2011214250A Structure for reinforcing embankment 有权
标题翻译：加强建筑结构
公开(公告)号：JP2011214250A
公开(公告)日：2011-10-27
申请号：JP2010081319
申请日：2010-03-31
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： OTOSHI KAZUTAKA , NAGAO NAOYA , KIDA HIROSHI , OKAMOTO MASANOBU , TANAKA HIROMASA , KAMEYAMA AKIHISA , NISHIYAMA TERUKI
IPC分类号： E02D17/18 , E02B3/10 , E02D5/04
摘要： PROBLEM TO BE SOLVED: To provide a structure for reinforcing an embankment which inhibits an increase of a hydraulic gradient in a boundary between a reinforced section provided with an underground steel-wall body and an unreinforced section by adjusting the water permeability of the boundary.SOLUTION: The boundary between a countermeasure section (b) with sheet piles in which the underground steel-wall bodies 2 are provided in two rows along the continuous direction of the embankment 1, and a section (c) without a countermeasure which is not provided with the underground steel-wall body 2 yet exists within the range of the almost upper surface 1d of the continuous embankment 1. The water permeability of the underground steel wall body 2 in a predetermined section (f) so that an end of the underground steel-wall body 2 is set higher than that of the underground steel-wall body 2 outside the predetermined section (f). For example, the underground steel-wall body 2 of the predetermined section (f) is constructed by using the permeable sheet pile 3a. Additionally, the water permeability can also become gradually higher toward the side of the section (c) without the countermeasure from the side of the countermeasure section (b) with the sheet piles in the predetermined section (f).
摘要翻译：要解决的问题：提供一种用于加强堤坝的结构，其阻止通过调节边界的透水性而增加设置有地下钢墙体的增强部分与未加强部分之间的边界的液压梯度。：沿着路堤1的连续方向设置有两排地下钢壁体2的板桩的对策部（b）与没有设置有对策的部分（c）在连续路堤1的几乎上表面1d的范围内存在地下钢壁体2.在预定的部分（f）中地下钢制壁体2的透水性使得地下钢 - 壁体2被设定为高于预定部分（f）外的地下钢壁体2的壁体2。例如，通过使用可渗透片材堆3a构成预定部分（f）的地下钢壁体2。此外，没有来自对策部分（b）一侧的对策的水分渗透性也可以逐渐地朝向部分（c）的侧面逐渐增加，同时在预定部分（f）中纸张堆积。

9. 发明专利

JP2011214248A Structure for reinforcing embankment 有权
标题翻译：加强建筑结构
公开(公告)号：JP2011214248A
公开(公告)日：2011-10-27
申请号：JP2010081275
申请日：2010-03-31
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： NAGAO NAOYA , OTOSHI KAZUTAKA , TANAKA HIROMASA , KAMEYAMA AKIHISA , NISHIYAMA TERUKI , KIDA HIROSHI , OKAMOTO MASANOBU
IPC分类号： E02D17/18 , E02B3/10 , E02D5/04
摘要： PROBLEM TO BE SOLVED: To provide a structure for reinforcing an embankment which enables the passage of a vehicle on the upper surface of the embankment after an earthquake or a flood while preventing the deformation of a steel wall body when reinforcing the embankment by using the double steel wall body.SOLUTION: The underground steel wall bodies 2 are provided in two rows along the continuous direction of the embankment 1 within the range of the almost upper surface 1c of the continuous embankment 1. A planar reinforcing material 7 with flexibility which is disposed in the ground is connected to each of the underground steel wall bodies 2. Each of the planar reinforcing material 7 is connected to only one of the underground steel wall bodies 2 without being laid between the underground steel wall bodies 2. The planar reinforcing material 7 is disposed between the two rows of underground steel wall bodies 2 so as to prevent the respective two rows of underground steel wall bodies 2 from being deformed to the outside. Since the planar reinforcing material 7 is not laid across the two rows of underground steel wall bodies 2, workability can be enhanced. Even if the upper surface subsides due to liquefaction during the earthquake, the planar reinforcing material 7 with flexibility is not protruded above so that an emergency vehicle can travel on the upper surface even after the subsidence.
摘要翻译：要解决的问题：提供一种用于加强路堤的结构，其能够在地震或洪水之后使车辆在路堤的上表面通过，同时防止钢墙体在通过使用双层加固堤坝时变形钢墙体。解决方案：在连续路堤1的几乎上表面1c的范围内，沿着路堤1的连续方向将地下钢制壁体2设置成两排。具有柔性的平面加强材料7被设置地面中的每一个都连接到每个地下钢壁体2.每个平面加强材料7仅连接到地下钢壁体2中的一个，而不被放置在地下钢壁体2之间。平面加强材料7 设置在两排地下钢壁体2之间，以防止相应的两排地下钢壁体2 fr om变形到外面。由于平面增强材料7不跨过两排地下钢壁体2，所以可以提高加工性。即使在地震期间由于液化而使上表面消失，具有柔性的平面增强材料7也不会在上方突出，使得即使在下沉之后应急车辆也能在上表面上行进。

10. 发明专利

JP2011184957A Anticorrosion steel pipe pile and method of constructing the same 有权
标题翻译：防腐钢管及其构造方法
公开(公告)号：JP2011184957A
公开(公告)日：2011-09-22
申请号：JP2010051796
申请日：2010-03-09
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： KAMEYAMA AKIHISA , KIDA HIROSHI , TANAKA HIROMASA , NISHIYAMA TERUKI , NAGAO NAOYA
IPC分类号： E02D31/06 , E02B1/00
摘要： PROBLEM TO BE SOLVED: To provide an anticorrosion steel pipe pile which is low in cost and easily absorbs a construction error with an excellent appearance, and to provide a method of constructing the same. SOLUTION: The anticorrosion steel pipe pile includes a steel pipe pile 1, an anticorrosion steel pipe 2 and filler 3. The steel pile, being covered with the anticorrosion steel pipe 2 is installed in the vicinity 1a of a droplet tidal zone around the steel pipe pile 1. The filler 3 is filled between the vicinity 1a of the droplet tidal zone of the steel pipe pile 1 and the anticorrosion steel pipe 2. The anticorrosion steel pipe 2 is configured by applying an anticorrosion treatment 2b such as heavy-duty anticorrosion coating or the like on the periphery of a steel pipe body 2a. For the filler 3, mortar or cement is used. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种成本低且容易吸收外观优异的施工误差的防腐钢管桩，并提供其构造方法。
解决方案：防腐钢管桩包括钢管桩1，防腐钢管2和填料3.用防腐钢管2覆盖的钢桩安装在周围的液滴潮汐区1a附近钢管桩1.填料3填充在钢管桩1的液滴潮汐带附近的1a和防腐钢管2之间。防腐钢管2通过施加防腐蚀处理2b，在钢管主体2a的周围具有防腐蚀涂层等。对于填料3，使用砂浆或水泥。版权所有（C）2011，JPO＆INPIT

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