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1. 发明专利

JP2012214970A Connection structure and connection technique for steel pipe for pipe roof technique 有权
标题翻译：用于管道屋顶技术的钢管的连接结构和连接技术
公开(公告)号：JP2012214970A
公开(公告)日：2012-11-08
申请号：JP2011078859
申请日：2011-03-31
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , Kajima Corp , Tomita Seisakusho:Kk , 日鐵住金建材株式会社 , 株式会社富田製作所 , 鹿島建設株式会社
发明人： TATSUKI MASABUMI , KAWABATA NORIYUKI , OTAKA NORIHIRO , KASAHARA KEI , HAYASHI NOBORU , SUDA KUMIKO , MIMURO KEIJI , TAIRA YOHEI , TOMITA DAIJIRO , TOMITA HIDEO
IPC分类号： E21D9/04 , E02D5/04 , E02D29/045 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide a connection structure and a connection technique for steel pipe for pipe roof technique of earth retaining by pushing pipes in a parallel arrangement into an outer peripheral region of an excavation cross section.SOLUTION: An outer joint pipe 2 is attached to an end of a steel pipe 1, an inner joint pipe 3 is attached to an opposite end of the steel pipe 1, and the outer joint pipe 2 and inner joint pipe 3 are fitted and connected. Through holes 2c, 3c which are arranged having centers aligned with each other are provided in circumferential directions of intermediate parts of both the joint pipes 2, 3 in pipe-axial directions. In an inner peripheral surface of the inner joint pipe 3, female screw members 5 are installed having centers of their screw holes 5b aligned with centers of the through holes 3c of the inner joint pipe 3. The inner joint pipe 3 is fitted in a hollow part of the outer joint pipe 2, pin materials 6 are fitted in the through holes 2c of the outer joint pipe 2 and the through holes 3c of the inner joint pipe 3 which have the center aligned with each other, and bolts 7 inserted into bolt through holes 6a of the pin materials 6 are screwed in the screw holes 5b of the female screw members 5 to be fastened.
摘要翻译：要解决的问题：为了提供一种用于将平行布置的管道并入挖掘横截面的外周区域中的用于管道顶管技术的钢管的连接结构和连接技术。
解决方案：外管接头管2安装在钢管1的一端，内接管3安装在钢管1的另一端，外接头管2和内接头管3 安装和连接。在两个接合管2,3的管轴方向的中间部分的圆周方向上设置有具有彼此对准的中心的通孔2c，3c。在内侧接头管3的内周面上，内螺纹部件5设置有与内侧接头管3的贯通孔3c的中心对齐的螺纹孔5b的中心。内侧接头管3嵌入中空部外部接合管2的一部分，销6材料6被装配在外侧接头管2的通孔2c和内侧接头管3的通孔3c中，它们具有中心对准的位置，螺栓7插入螺栓销钉材料6的通孔6a拧入阴螺纹部件5的螺钉孔5b中以进行紧固。版权所有（C）2013，JPO＆INPIT

2. 发明专利

JP2013011095A Joint structure for steel pipe 有权
标题翻译：钢管接头结构
公开(公告)号：JP2013011095A
公开(公告)日：2013-01-17
申请号：JP2011143997
申请日：2011-06-29
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社 , Kajima Corp , 鹿島建設株式会社 , Tomita Seisakusho:Kk , 株式会社富田製作所
发明人： TATSUKI MASABUMI , KAWABATA NORIYUKI , OTAKA NORIHIRO , HAYASHI NOBORU , SUDA KUMIKO , MIMURO KEIJI , TAIRA YOHEI , TOMITA HIDEO
IPC分类号： E02D5/24 , E02D5/28
摘要： PROBLEM TO BE SOLVED: To provide a joint structure for extending and connecting steel pipes to each other in an axial direction.SOLUTION: In a joint structure, an outer joint pipe 2 is attached to an end part of one steel pipe 1, an inner joint pipe 3 is attached to an end part of the other steel pipe 1, and the inner joint pipe 3 is fitted into the outer joint pipe 2 to connect both steel pipes 1 to each other. The inner joint pipe 3 and the outer joint pipe 2 are provided with pin holes 2c, 3c at a plurality of positions, respectively, the pin holes 2c, 3c being arranged so that respective centers thereof coincide with each other. Female screw members 5 are arranged and fixed on the inner peripheral surface of the inner joint pipe 3, in the state of matching the female screw members 5 to the centers of the pin holes 3c. Coupling pins 6 or 6' to be inserted into the pin holes 2c, 3c of both joint pipes are collared pins, each having a collar part 6b at the outer end part thereof, the collar part hitting against the outer peripheral surface of the outer joint pipe 2. The collared pins 6 or 6' are inserted from the pin holes 2c of the outer joint pipe 2 to the pin holes 3c of the inner joint pipe 3, and slip-off preventing bolts 7 inserted through bolt through-holes 6a are screwed into screw holes 5b of the female screw members 5 and fastened to fix the collared pins 6.
摘要翻译：要解决的问题：提供一种用于沿着轴向将钢管彼此延伸和连接的接头结构。解决方案：在接头结构中，外接头管2安装在一根钢管1的端部，内接头管3安装在另一钢管1的端部，内接头管 3配合在外侧接头管2中，将两个钢管1相互连接。内侧接头管3和外侧接头管2分别在多个位置设置有销孔2c，3c，销孔2c，3c配置成使其各个中心重合。在将内螺纹构件5与销孔3c的中心匹配的状态下，内螺纹构件5布置并固定在内接头管3的内周面上。插入两个接头管的销孔2c，3c中的接头销6或6'是在其外端部分具有凸缘部分6b的套环销，套环部分抵靠外接头的外周表面套管销6或6'从外接头管2的销孔2c插入到内接头管3的销孔3c中，并且通过螺栓通孔6a插入的防脱螺栓7是拧入阴螺纹构件5的螺钉孔5b并固定以固定针孔6。版权所有（C）2013，JPO＆INPIT

3. 发明专利

JP2012154480A Water stop structure of pipe joint 有权
标题翻译：管道接头的停水结构
公开(公告)号：JP2012154480A
公开(公告)日：2012-08-16
申请号：JP2011075368
申请日：2011-03-30
申请人： Kajima Corp , Nippon Steel & Sumikin Metal Products Co Ltd , Tomita Seisakusho:Kk , 日鐵住金建材株式会社 , 株式会社富田製作所 , 鹿島建設株式会社
发明人： HAYASHI NOBORU , SUDA KUMIKO , MIMURO KEIJI , TAIRA YOHEI , TOMITA HIDEO , TATSUKI MASABUMI , KAWABATA NORIYUKI , OTAKA NORIHIRO
IPC分类号： F16L21/02
摘要： PROBLEM TO BE SOLVED: To provide the water stop structure of a pipe joint, inhibiting unintended deformation of a water stop material and capable of obtaining a stable water stop effect.SOLUTION: In the water stop structure of the pipe joint, in an outer joint member 3 supported at the end of one of pipe bodies 1, an inner joint member 4 supported at the end of the other pipe body 1 is inserted, and the tip of the inner joint member 4 is abutted against the water stop material 8 fixed to the inner peripheral face of the outer joint member 3 to stop water between the outer and inner joint members. The outer joint member 3 includes a water stop auxiliary member 9 having an annular water stop material receiving part 9a supported on the inner periphery of the outer joint member 3, and the water stop material 8 is arranged on the front side of the water stop material receiving part 9a in the insertion direction of the inner joint member.
摘要翻译：要解决的问题：提供管接头的止水结构，抑制止水材料的非预期变形并且能够获得稳定的止水效果。解决方案：在管接头的止水结构中，在支撑在管体1中的一个端部的外接头构件3中插入支撑在另一管体1的端部的内接头构件4，内接头构件4的前端与固定在外侧接头构件3的内周面上的止水材料8抵接，以阻止外侧和内侧接头构件之间的水分。外侧接头构件3包括：止水辅助构件9，其具有支撑在外侧接头构件3的内周上的环状止水材料容纳部9a，并且止水材料8配置在防水材料的前侧接收部9a在内侧接头部件的插入方向上。版权所有（C）2012，JPO＆INPIT

4. 发明专利

JP2014031717A Mechanical joint structure of steel pipe pile 审中-公开
标题翻译：钢管结构机械接头结构
公开(公告)号：JP2014031717A
公开(公告)日：2014-02-20
申请号：JP2013241810
申请日：2013-11-22
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社 , Chiyoda Geotech Co Ltd , 千代田工営株式会社
发明人： KASAHARA KEI , KAWABATA NORIYUKI , TATSUKI MASABUMI , HARADA TAKEO , YOSHIDA YASUYUKI , SHINOHARA TOSHIO , KANAI SHIGEO , HANADA YUKARI
IPC分类号： E02D5/24
摘要： PROBLEM TO BE SOLVED: To provide a joint structure which makes two steel pipe piles serially and mechanically coupled together by fitting and pinning inner and outer joint pipes fixed to corresponding end surfaces of the steel pipe piles by welding.SOLUTION: An outer joint pipe 3 having a plurality of coupling holes 3a, ... radially drilled in a peripheral wall, is fixed to the end surface of the one steel pipe pile 1 by welding a. An end fitting 4 is fixed to the corresponding end surface of the other steel pipe pile 2 by welding b; and the inner joint pipe 5, which can be fitted into the inside of the outer joint pipe 3 and has coupling holes 5a, ... radially drilled in a peripheral wall, is fixed to the other side surface of the end fitting 4 by welding c. The difference between the inner diameter of the outer joint pipe 3 and the outer diameter of the inner joint pipe 5 is made to be in a range of 0.7% or more and 1.5% or less of the inner diameter of the outer joint pipe 3, and the length of the inner joint pipe 5 is made to be 0.6 to 1.2 times of the outer diameter of the steel pipe pile 2. The inner joint pipe 5 is inserted into the outer joint pipe 3; a coupling pin 6 is inserted by making the coupling holes 3a and 5a of both of the joint pipes agree with one another; and coming-off prevention treatment is applied and coupling of the two steel pipe piles 1 and 2 is established.
摘要翻译：要解决的问题：提供一种接头结构，其通过焊接固定到钢管桩的相应端面上的固定和固定内部和外部接头管，将两个钢管桩串联和机械地联接在一起。解决方案：外接头管3 在圆周壁上径向钻出的多个连接孔3a，...通过焊接a固定在一根钢管桩1的端面上。端部配件4通过焊接b固定到另一钢管桩2的相应端面; 并且可以装配在外侧接头管3的内部并具有在周壁上径向钻出的连接孔5a，...的内侧接头管5通过焊接固定在端部配件4的另一个侧面 C。外侧接头管3的内径与内侧接头管5的外径的差在外侧接头管3的内径的0.7％以上且1.5％以下的范围内，将内侧接头管5的长度设定为钢管桩2的外径的0.6〜1.2倍。将内侧接头管5插入到外侧接头管3内。通过使两个接合管的联接孔3a和5a彼此一致来插入联接销6; 应用防脱处理，建立了两根钢管桩1和2的联接。

5. 发明专利

JP2014148871A Support structure of stand 有权
标题翻译：支持结构架构
公开(公告)号：JP2014148871A
公开(公告)日：2014-08-21
申请号：JP2013019390
申请日：2013-02-04
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社
发明人： OTAKE KAZUO , KAMIMURA KENZO , OTAKA NORIHIRO , KAWABATA NORIYUKI , TATSUKI MASABUMI
IPC分类号： E02D27/00 , E02D27/12
摘要： PROBLEM TO BE SOLVED: To provide a support structure of a stand of a solar panel capable of firmly supporting the stand of the solar panel by a pile foundation, by installing the stand of the solar panel at a predetermined angle, by absorbing a construction error of this support bolt, even when the support bolt provided in the pile foundation is inclined.SOLUTION: The present invention relates to a support structure 1 of the stand for supporting a stand 7 for installing a solar panel 6 by a foundation structure 8, and comprises a support bolt 2 erected on the foundation structure 8 and a spherical surface holding member 3 installed on the support bolt 2. The spherical surface holding member 3 comprises a lower spherical surface member 31 for forming an upward spherical surface part 31a projecting upward and an upper spherical surface member 32 for forming a downward spherical surface part 32a projecting downward so as to be opposed to the upward spherical surface part 31a of the lower spherical surface member 31, and a connection member 5 provided on the stand 7 is sandwiched by the upward spherical surface part 31a of the lower spherical surface member 31 and the downward spherical surface part 32a of the upper spherical surface member 32.
摘要翻译：要解决的问题：为了提供能够通过桩基牢固地支撑太阳能面板的支架的太阳能面板的支架的支撑结构，通过将太阳能面板的支架以预定角度安装，通过吸收构造误差即使在设置在桩基上的支撑螺栓是倾斜的情况下也是如此。解决方案：本发明涉及一种用于支撑用于通过基础结构8安装太阳能电池板6的支架7的支架的支撑结构1，以及包括竖立在基础结构8上的支撑螺栓2和安装在支撑螺栓2上的球面保持构件3.球面保持构件3包括下球面构件31，用于形成向上突出的向上球面部分31a和上球形构件32，用于形成向下突出的向下球形表面部分32a，以与下部球形表面部分31a相对; 球形表面构件31和设置在支架7上的连接构件5被下球面构件31的向上球面部分31a和上球面构件32的向下球面部分32a夹持。

6. 发明专利

JP2011069159A Rockfall detecting fence 有权
标题翻译：岩石探测
公开(公告)号：JP2011069159A
公开(公告)日：2011-04-07
申请号：JP2009222801
申请日：2009-09-28
申请人： Nikken Fence & Metal:Kk , Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社 , 株式会社ニッケンフェンスアンドメタル
发明人： YURA SHIGEO , KAWABATA NORIYUKI , TATSUKI MASABUMI , HIRATA KOICHI , YAMURA MASAYUKI
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To provide a rockfall detecting fence high in detecting sensitivity in a simple structure.
SOLUTION: The rockfall detecting fence includes a plurality of posts erected at spaces, and a net body 12 arranged over these posts. A detection cable connected to a displacement detector is provided over the plurality of posts. The post lower in a flexural rigidity than the posts high in the flexural rigidity is disposed between the posts high in the flexural rigidity. Stranded wires for supporting the net body arranged over the respective posts are fixed to the post low in the flexural rigidity, and the stranded wires for supporting the net body are engaged with the posts high in the flexural rigidity, slidably in the longitudinal direction of the stranded wires for supporting the net body.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种在简单结构中检测灵敏度高的岩石探测栅。解决方案：岩石检测栅栏包括在空间处竖立的多个柱，以及布置在这些柱上的网体12。连接到位移检测器的检测电缆设置在多个柱上。弯曲刚度较高的柱的弯曲刚度较低的位置设置在弯曲刚度高的柱之间。用于支撑布置在各个柱上的网体的绞合线被固定在弯曲刚度较低的位置上，用于支撑网体的绞合线与柱体接合，弯曲刚度高，可沿着纵向方向滑动绞线用于支撑网体。版权所有（C）2011，JPO＆INPIT

7. 发明专利

JP2011208373A Mechanical joint structure of steel pipe pile 审中-公开
标题翻译：钢管结构机械接头结构
公开(公告)号：JP2011208373A
公开(公告)日：2011-10-20
申请号：JP2010074495
申请日：2010-03-29
申请人： Chiyoda Geotech Co Ltd , Nippon Steel & Sumikin Metal Products Co Ltd , 千代田工営株式会社 , 日鐵住金建材株式会社
发明人： KASAHARA KEI , KAWABATA NORIYUKI , TATSUKI MASABUMI , HARADA TAKEO , YOSHIDA YASUYUKI , SHINOHARA TOSHIO , KANAI SHIGEO , HANADA YUKARI
IPC分类号： E02D5/24
CPC分类号： E02D5/523 , E02D5/285
摘要： PROBLEM TO BE SOLVED: To provide a joint structure which makes two steel pipe piles serially and mechanically coupled together by fitting and pinning inner and outer joint pipes fixed to corresponding end surfaces of the steel pipe piles by welding.SOLUTION: The outer joint pipe 3, which has a plurality of coupling holes 3a, ... radially drilled in a peripheral wall, is fixed to the end surface of the one steel pipe pile 1. An end fitting 4 is fixed to the corresponding end surface of the other steel pipe pile 2 by welding; and the inner joint pipe 5, which can be fitted into the inside of the outer joint pipe 3 and which has a plurality of coupling holes 4a, ... radially drilled in a peripheral wall in disposition corresponding to the coupling holes 3a of the outer joint pipe 3, is fixed to the other side surface of the end fitting 4 by welding. The inner joint pipe 5 is inserted into the outer joint pipe 3; a coupling pin 6 is inserted by making the coupling holes 3a and 5a of the outer and inner joint pipes 3 and 5 agree with one another; and coming-off prevention treatment is applied to couple the two steel pipe piles 1 and 2 together.
摘要翻译：要解决的问题：提供一种接头结构，其通过焊接固定到钢管桩的相应端面上的固定和固定内部和外部接合管，将两个钢管桩串联和机械地联接在一起。解决方案：外接头管3 具有多个在周壁径向钻出的连接孔3a，...被固定在一个钢管桩1的端面上。端配件4固定在另一个钢管的相应端面上桩2通过焊接; 以及可以嵌合到外侧接头管3的内侧的内侧接头管5，该内部接头管5具有多个连接孔4a，...，在与外部的接合孔3a对应的配置中径向钻孔接头管3通过焊接固定到端部配件4的另一侧表面。将内侧接头管5插入外侧接头管3内，通过使外接合管3和内接合管5的连接孔3a和5a彼此一致，插入连接销6; 应用脱水防止处理将两根钢管桩1和2连在一起。

8. 发明专利

JP2008184737A Rockfall prevention fence 有权
标题翻译：摇滚防护
公开(公告)号：JP2008184737A
公开(公告)日：2008-08-14
申请号：JP2007016439
申请日：2007-01-26
申请人： Forest Civil Engineering Facilities Research Institute , Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社 , 財団法人林業土木施設研究所
发明人： TATSUKI MASABUMI , AOKI TAKESHI , ISHIDA KATSUYA , SAWADA KAZUHIRO , TAGUCHI ISAMU
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To increase strength against a rockfall without upsizing section steel. SOLUTION: In this rockfall prevention fence, a plurality of supports 2, the lower portions of which are embedded in an existing foundation 11, are erected at proper intervals; the section steel 3 is almost horizontally laid between the supports 2; and a buffer material 5 for absorbing the energy of a falling rock is attached to at least the section steel 3. At least one reinforcing member 12 is arranged between the supports 2 in such a manner as to almost vertically cross the section steel 3. A bottom surface of the reinforcing member 12 is brought into contact with the existing foundation 11 in an unfixed state. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：在不增大钢筋的情况下增加对岩石的强度。
解决方案：在防坠落栅栏中，其下部嵌入现有基座11中的多个支撑件2以适当的间隔竖立; 截面钢3几乎水平地放置在支撑件2之间; 并且用于吸收落下的岩石的能量的缓冲材料5至少安装在截面钢3上。至少一个加强构件12以几乎垂直地横切截面钢3的方式设置在支撑件2之间。加强构件12的底面以不固定的状态与现有的基座11接触。版权所有（C）2008，JPO＆INPIT

9. 发明专利

JP2011069158A Rockfall guard fence 有权
标题翻译： ROCKFALL GUARD FENCE
公开(公告)号：JP2011069158A
公开(公告)日：2011-04-07
申请号：JP2009222800
申请日：2009-09-28
申请人： Nikken Fence & Metal:Kk , Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社 , 株式会社ニッケンフェンスアンドメタル
发明人： YURA SHIGEO , KAWABATA NORIYUKI , TATSUKI MASABUMI , HIRATA KOICHI , YAMURA MASAYUKI
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To provide a rockfall guard fence that can efficiently absorb impact energy exerted by a falling rock in a simple structure. SOLUTION: The rockfall guard fence includes a plurality of posts erected at spaces, and a net body 12 arranged over these posts. The post 6 lower in a flexural rigidity than the posts 3 high in the flexural rigidity is disposed between the posts 3 high in the flexural rigidity. The net body 12 arranged over the respective posts is fixed to the post low in the flexural rigidity, and stranded wires 18 for supporting the net body are engaged with the posts 3 high in the flexural rigidity, slidably in the longitudinal direction of the stranded wires 18 for supporting the net body. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够以简单的结构有效地吸收落下的岩石所产生的冲击能量的防护围墙。
解决方案：防护围栏包括在空间竖立的多个柱，以及布置在这些柱上的网体12。弯曲刚度较高的柱3的弯曲刚度较低的柱6设置在弯曲刚度高的柱3之间。布置在各个支柱上的网体12以抗弯刚度固定在后部，并且用于支撑网体的绞合线18与弯曲刚度高的柱3接合，并且在绞合线的纵向方向上可滑动 18支持网身。版权所有（C）2011，JPO＆INPIT

10. 发明专利

JP2008184873A Stone-filled structure 审中-公开
标题翻译：石材填充结构
公开(公告)号：JP2008184873A
公开(公告)日：2008-08-14
申请号：JP2007021764
申请日：2007-01-31
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社
发明人： TATSUKI MASABUMI , SANO KIYOSHI , SUZUKI KAZUMASA , AOKI TAKESHI , OSUMI HISASHI
IPC分类号： E02B7/02 , E02D17/20 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a stone-filled structure, inexpensively constructible, by reducing weight in a steel universal frame, without reducing strength. SOLUTION: This stone-filled structure has a front wall 6 continuously arranging a front frame 6a in a plurality in the lateral direction and constituted by stacking in (x) stages (x is a natural number of 2 or more), a rear wall 7 arranged by at least one row in the rear of this front wall 6, continuously arranging a bracing frame 7a in a plurality in the lateral direction and constituted by stacking in the stage number of (x -1) stages or less, and an infilling material filled inside the front frame 6a and the bracing frame 7a. A skeleton shape of the respective front frames 6a constituting the front wall 6 is formed in a trapezoidal column shape, and a shape of a side surface formed of a column material 1 and a girth 3 is formed in a trapezoidal shape, and a brace material 4 is arranged on a diagonal line of this side surface. A skeleton shape of the respective bracing frames 7a constituting the rear wall 7 is formed in a rectangular sold shape, and a shape of the side surface formed of the column material 1 and the girth 3 is formed in a rectangular shape, and the brace material is not arranged in these bracing frames 7a. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：通过减少钢通用框架中的重量而不降低强度来提供廉价可施工的石料填充结构。解决方案：这种石料填充结构具有前壁6，其沿横向连续地布置多个前框架6a，并且通过（x）阶段（x为2以上的自然数）堆叠而构成，在该前壁6的后方排列有至少一排的后壁7，沿横向方向连续地布置多个支撑框架7a，并且通过在阶段数（x -1）阶段以下层叠而构成，填充在前框架6a和支撑框架7a内的填充材料。构成前壁6的各个前框架6a的骨架形状形成为梯形柱状，并且由柱材1和周长3形成的侧面的形状形成为梯形，并且支撑材料 4布置在该侧表面的对角线上。构成后壁7的各个支撑框架7a的骨架形状形成为矩形销售形状，并且由柱材1和环3形成的侧面的形状形成为矩形形状，并且支撑材料没有布置在这些支撑框架7a中。版权所有（C）2008，JPO＆INPIT

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