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1. 发明专利

JP2005282317A Stone fall prevention wall 有权
标题翻译：石头防止墙
公开(公告)号：JP2005282317A
公开(公告)日：2005-10-13
申请号：JP2004102242
申请日：2004-03-31
申请人： Nippon Steel Corp , Nippon Steel Metal Prod Co Ltd , 新日本製鐵株式会社 , 日鐵建材工業株式会社
发明人： KINOSHITA MASATAKA , SUGIMOTO MASAKAZU , YOSHIMURA YASUTSUGU , IWASA NAOTO , ISHIDA KATSUYA
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To provide a stone fall prevention wall with a damping mechanism rapidly constructed at low cost and with excellent construction efficiency by using square hollow columnar bodies as damping materials.
SOLUTION: A stone fall prevention wall body is formed in a square hollow columnar body 12 having four faces formed of steel wire nets such as spiral nets 12c formed so that their shapes can be self-held by welding or combining the vertical wires with the horizontal wires and capable of developing a damping function by the deformation of the steel wire nets due to the collision of falling stone. A plurality of the square hollow columnar bodies 12 are disposed on a surface on which the falling stone is to be fallen.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：通过使用方形中空柱状体作为阻尼材料，提供具有以低成本快速构造并具有优良施工效率的阻尼机构的防坠落墙。解决方案：在具有由诸如螺旋网12c等钢丝网形成的四面形状的方形中空柱状体12中形成防坠落壁体，使得它们的形状可以通过焊接自动保持或组合垂直丝具有水平线，并且由于落石的碰撞而能够通过钢丝网的变形而发展阻尼功能。多个方形中空柱状体12设置在落下的石头落下的表面上。版权所有（C）2006，JPO＆NCIPI

2. 发明专利

JP2003313822A Construction method of steel-made three-dimensional rigid frame elevated bridge 有权
标题翻译：钢制三维刚性框架高架桥施工方法
公开(公告)号：JP2003313822A
公开(公告)日：2003-11-06
申请号：JP2002119096
申请日：2002-04-22
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： TAKAGI MASATAKA , KINOSHITA MASATAKA , KAWABATA NORIYUKI
IPC分类号： E01D21/00 , E01D1/00 , E01D2/02 , E01D19/12
摘要： PROBLEM TO BE SOLVED: To provide a construction method capable of minimizing a working space and shortening the term of work in the construction of a steel-made rigid frame elevated bridge, by constituting an elevated bridge applied to a railway or road as a steel-made rigid frame.
SOLUTION: In order to enable the construction during the use of a traffic roadbed, columns 3 consisting of hollow or concrete-filled steel pipes are built on both sides of the traffic roadbed 2, and steel-made body bolsters 4 are temporarily fixed to the column head parts 3a of the steel pipe columns 3. The steel pipe columns 3 are fixed to the steel-made body bolsters 4 through a filler such as filling concrete 14. Steel-made girders 5 are bonded and integrated to the steel-made body bolsters 4, and a floor system 6 of composed structure is erected on the steel-made girders 5.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种施工方法，其能够通过构成应用于铁路或道路的高架桥，从而最小化钢制刚性框架高架桥的施工中的工作空间和缩短工作期限钢制刚性框架。
解决方案：为了在使用路基的过程中进行施工，在交通路基2的两侧建有由中空或混凝土填充的钢管组成的柱3，钢制枕头4临时固定在钢管柱3的柱头部3a上。钢管柱3通过填充混凝土14等填料固定在钢制体垫4上。钢制梁5与钢结合而一体化制成的主体4，并且在钢制梁5上竖立有构成结构的地板系统6。版权所有（C）2004，JPO

3. 发明专利

JP2008202218A Cast-in-place steel pipe concrete pile and its construction method 有权
标题翻译：钢管混凝土桩及其施工方法
公开(公告)号：JP2008202218A
公开(公告)日：2008-09-04
申请号：JP2007036027
申请日：2007-02-16
申请人： Nippon Steel Corp , Railway Technical Res Inst , 新日本製鐵株式会社 , 財団法人鉄道総合技術研究所
发明人： KINOSHITA MASATAKA , KANDA MASAYUKI , IKEDA MANABU , FUKUOKA HIROKI
IPC分类号： E02D5/30 , E02D5/24 , E02D5/34
摘要： PROBLEM TO BE SOLVED: To provide a cast-in-place steel pipe concrete pile and its construction method forming a final mutual joint part of steel pipes as a joint part equivalent to full strength joining with no risk of loosening the surrounding ground with a small amount of projection to the outside of a steel pipe in pile construction.
SOLUTION: In the cast-in-place steel pipe concrete pile 1 and its construction method, a plurality of joining splice plates 11 circumferentially divided over the inside of upper and lower steel pipes 2 are arranged at the mutual joint part of the steel pipes in a cast-in-place pile with its lower part formed in reinforced concrete structure and with its upper part formed in steel pipe concrete structure covered with a plurality of steel pipes arranged in series. The steel pipes 2 are fastened and joined to the respective splice plates 11 by high strength bolts 14 penetrating bolt holes provided beforehand in the steel pipes 2. The upper part of a long-sized reinforcing cage 4 is disposed inside the lower part of the steel pipe, and a short-sized reinforcing cage 5 is disposed embedded over a predetermined length in a vertical direction inside the joint part of the upper and lower steel pipes 2 to reinforce the steel pipe joint part to have predetermined yield strength.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供现浇钢管混凝土桩及其施工方法，形成钢管的最终相互接合部分作为相当于全强度接合的接头部分，不会有松动周围的风险在桩施工中少量投射到钢管外面。
解决方案：在现浇钢管混凝土桩1及其施工方法中，在上下钢管2的内侧周向分割的多个接合接头板11布置在现浇钢管，其下部形成钢筋混凝土结构，其上部形成钢管混凝土结构，并覆盖有串联排列的多根钢管。钢管2通过预先设置在钢管2中的螺栓孔的高强度螺栓14紧固并接合到各个接合板11.长尺寸的加强保持架4的上部设置在钢的下部管和短尺寸的加强保持架5布置在上下钢管2的接合部分内的垂直方向上预定长度上嵌入，以加强钢管接头部分以具有预定的屈服强度。版权所有（C）2008，JPO＆INPIT

4. 发明专利

JP2006312840A End anchoring structure of wire netting with spiral wire 有权
标题翻译：螺纹丝网的结构锚固结构
公开(公告)号：JP2006312840A
公开(公告)日：2006-11-16
申请号：JP2005136115
申请日：2005-05-09
申请人： Kappaa Herishiizu Kenkyusho:Kk , Nippon Steel Corp , 新日本製鐵株式会社 , 有限会社カッパー・ヘリシーズ研究所
发明人： KINOSHITA MASATAKA , YOSHIMURA YASUTSUGU , SUGIMOTO MASAKAZU , KATSURA NOBUHIKO
IPC分类号： E04C2/42 , B21F27/02
摘要： PROBLEM TO BE SOLVED: To provide a simple method of firmly anchoring wire netting to a frame body made of steel or the like without using special skill or a special device in the wire netting formed by longitudinally and laterally combining spiral wires.
SOLUTION: In this end fixing structure of wire netting 1 formed by longitudinally and laterally combining spiral steel wires, the longitudinal wire 14 and lateral wire 15a at the end of the wire netting 1 are clamped using two clamping hardware members formed of strip-like flat steel 2, L-shaped steel 2a, or the like and fastened by a bolt 3 and a nut 4 passing through the clamping hardware members. At least one lateral wire 15a parallel with the clamping hardware members is arranged on the end side of the longitudinal wire 14 rather than the bolt 3. The bolt 3 is thereby inserted through a mesh 5 formed by the lateral wire 15a and the longitudinal wire 14. Further, the end on the outside of the lateral wire arranged on the outside of the bolt in the longitudinal wire 14 intersecting in a right-angled direction to the lateral wire 15a is bent over a predetermined length to provide a bent part 9, and the bent part 9 is clamped by two clamping hardware members.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种将钢网牢固地固定在由钢等制成的框体上的简单方法，而不需要在由纵向和横向组合的螺旋丝组成的网中使用特殊技术或特殊装置。解决方案：在该端部通过纵向和横向组合螺旋钢丝而形成的金属丝网1的固定结构中，使用由条带形成的两个夹紧五金构件将丝网1的末端处的纵向丝14和侧线15a夹紧类扁钢2，L型钢2a等，并通过螺栓3和通过夹紧五金件的螺母4紧固。与纵向金属丝14的端部侧而不是螺栓3配置有至少一个平行于夹紧金属件的横向线15a。螺栓3由此插入通过由侧线15a和纵向线14形成的网5 此外，布置在纵向丝14中的螺栓外侧的侧向线的外侧的端部以与直线15a成直角的方向相交的方式弯曲预定长度以提供弯曲部9，并且弯曲部分9由两个夹紧硬件构件夹紧。版权所有（C）2007，JPO＆INPIT

5. 发明专利

JP2005264662A Metallic pole 审中-公开
标题翻译：金属色
公开(公告)号：JP2005264662A
公开(公告)日：2005-09-29
申请号：JP2004082761
申请日：2004-03-22
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： KINOSHITA MASATAKA , SUGIMOTO MASAKAZU , KONDO TETSUMI
IPC分类号： E01F9/011 , E04H12/08 , H02B1/30 , H02B1/40
摘要： PROBLEM TO BE SOLVED: To provide a metallic pole not only reducing influences of residual stress due to the stress concentration and welding in the corners of an electric distribution box in the metallic pole stress itself generating in an electric distribution box but also separately reducing a stress itself generating in the electric distribution box. SOLUTION: In a metallic pole 6 having an opening 3 for electric distribution wires at the side wall part 2, a widened pipe 7 is subjected to a diametral enlarging process over a longitudinal specified range of the pole including a potion having the opening 3. A box-shaped electric distribution box 4 is fixed to the periphery of the opening 3 in the widened pipe 7. The pole body 1 of the box-shaped electric distribution box 4 and the welding corner 15 are formed to a curved shape against the longitudinal direction of the pole, or the upper sectional shape of the box-shaped electric distribution box 4 is formed in an inverted U-shape or the lower sectional shape is formed in a U-shape respectively. Length in the longitudinal direction in the transition part 16 having a taper shape to the widened pipe 7 is made 5-20 times as long as the diametral difference between the diameter before widening process and the widened diameter. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种金属杆，不仅减少了在配电箱中产生的金属极应力本身中的应力集中和焊接在配电箱的拐角中的残余应力的影响，而且分开地减少在配电箱中产生的应力本身。解决方案：在具有用于侧壁部分2的配电线的开口3的金属杆6中，加宽的管7在包括具有开口的部分的杆的纵向规定范围内经受直径扩大过程箱形配电箱4固定在加宽管7中的开口3的周边。箱形配电箱4的极体1和焊接角15形成为相对于弯曲形状的弯曲形状柱状配电箱4的极的长度方向或上部截面形状形成为倒U字状，下部截面形状分别形成为U字形。与加宽管7的锥形形状的过渡部16的长度方向的长度为加宽加工前的直径与加宽直径之间的直径差的5-20倍。版权所有（C）2005，JPO＆NCIPI

6. 发明专利

JP2005023685A Joint structure of sheet pile and fitting confirmation method for sheet pile 有权
标题翻译：板材的接头结构和配合确认方法
公开(公告)号：JP2005023685A
公开(公告)日：2005-01-27
申请号：JP2003191698
申请日：2003-07-04
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： TOMINAGA TOMOYA , KOBAYASHI SHIGEO , AKASHI YUZO , KAWAHITO KENJI , KINOSHITA MASATAKA
IPC分类号： E02D5/04 , E02D7/18 , E02D13/06
摘要： PROBLEM TO BE SOLVED: To provide a joint structure and a fitting confirmation method for easily and securely confirming fitting of a sheet pile which has been impossible conventionally. SOLUTION: This joint structure of the sheet pile is provided with a stopper 5 covering a part or all parts of a joint face in an arbitrary section in the direction of height of a sheet pile joint in a joint part of the sheet pile. In this fitting confirmation method for the sheet pile, it is determined that the joint part 2 of the sheet pile is fitted by confirming the contact of a lower end of the adjacent sheet pile 5 during construction with the stopper 5 provided in the joint part 2 of the sheet pile which has completed construction precedently when constructing and fitting adjacent sheet piles 1 after the construction of the sheet pile 1 using the sheet pile having the joint structure by stop of insertion. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种接头结构和装配确认方法，用于容易且可靠地确认传统上不可能的片状桩的装配。解决方案：该片桩的这种接合结构设置有止动件5，该止动件5覆盖在片桩的接合部中的片材桩接头的高度方向上的任意部分中的接合面的一部分或全部。在这种用于片材桩的确认方法中，通过确认在施工期间相邻的堆垛5的下端与设置在接合部2中的止动件5的接触来确定片材桩的接合部2 在通过停止插入使用具有接合结构的片材桩构造片材堆1之后，在构造和安装相邻的片材堆1之前，已经完成结构的片材堆叠。版权所有（C）2005，JPO＆NCIPI

7. 发明专利

JP2004156292A Three dimensional rigid frame structure 有权
标题翻译：三维刚体框架结构
公开(公告)号：JP2004156292A
公开(公告)日：2004-06-03
申请号：JP2002322696
申请日：2002-11-06
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： TAKAGI MASATAKA , KINOSHITA MASATAKA , KAWABATA NORIYUKI
IPC分类号： E01D1/00 , E01D2/02 , E01D19/02
摘要： PROBLEM TO BE SOLVED: To provide a three dimensional rigid frame structure realizing contraction of a girder size, reduction of excavated earth, secure of pile supporting force, and reduction of girder weight, etc.
SOLUTION: The lower part of a steel column 3 formed of a steel circular column filled with concrete is inserted in a steel pipe pile 4 made of a steel pipe soil cement pile or a rotary press-in pile driven underground. The steel column 3 and the steel pile 4 are integrally unified by the connection concrete filled in the insertion part to construct a bridge pier 2, further, a steel cross beam 13 for sleepers is joined with the adjacent steel column 3 in the orthogonal direction, and the steel girder 14 is jointed to the cross beam 13 for sleepers adjacent in the bridge axial direction.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供实现梁的尺寸缩小，挖土的减少，桩支撑力的确定和梁重量的减小等的三维刚性框架结构。解决方案：下部由填充有混凝土的钢圆柱形成的钢柱3插入由钢管土壤水泥桩或地下驱动的旋转压入桩制成的钢管桩4中。钢柱3和钢桩4通过填充在插入部中的连接混凝土一体地一体地构成桥墩2，另外，用于轨枕的钢横梁13与相邻的钢柱3在正交方向上连接，并且钢梁14与桥梁轴向相邻的轨枕连接在横梁13上。版权所有（C）2004，JPO

8. 发明专利

JP2004156291A Bridge girder structure and erection method for bridge girder 有权
公开(公告)号：JP2004156291A
公开(公告)日：2004-06-03
申请号：JP2002322695
申请日：2002-11-06
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： TAKAGI MASATAKA , KINOSHITA MASATAKA , KIMURA TETSUO , GOTO NOBUHIRO
IPC分类号： E01D1/00 , E01D2/00 , E01D2/04
摘要： PROBLEM TO BE SOLVED: To provide a bridge girder structure and an erection method for the bridge girder in which the energy saving for design can be made, conveyance/installation work is easy, construction term is short, the manufacturing and execution cost is low.
SOLUTION: The bridge girder member is constituted of panel type steel segments 15. The steel segment 15 has a panel body 15a made of steel sheets and joints 15b, 15c used for a rib in common protruding to one side from the end edge of the panel body 15a are provided in the bridge axial direction and its orthogonal direction. The steel segments 15 are combined in conformity to the design condition of the bridge girder. The joints 15b, 15c are connected by high strength bolts 19 to constitute girders with a specified sectional shape such as a box girder 14, etc.
COPYRIGHT: (C)2004,JPO

9. 发明专利

JP2010133248A Prevention fence for falling rock, structure including the same and method for constructing the prevention fence 有权
标题翻译：防止岩石的防护，包括其中的结构和构造防护技术的方法
公开(公告)号：JP2010133248A
公开(公告)日：2010-06-17
申请号：JP2010028559
申请日：2010-02-12
申请人： Kappaa Herishiizu Kenkyusho:Kk , Koiwa Kanaami Co Ltd , Nippon Steel & Sumikin Metal Products Co Ltd , Nippon Steel Corp , Taihei Seisakusho:Kk , 小岩金網株式会社 , 新日本製鐵株式会社 , 日鐵住金建材株式会社 , 有限会社カッパー・ヘリシーズ研究所 , 株式会社大平製作所
发明人： KINOSHITA MASATAKA , SUGIMOTO MASAKAZU , YOSHIMURA YASUTSUGU , KATSURA NOBUHIKO , TSUTSUMINO TAKEMI , KOBAYASHI SHUNICHI , IWASA NAOTO , HORI KENGO , ISHIDA KATSUYA
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To exhibit an excellent shock-absorbing performance while enabling an efficient and simple construction. SOLUTION: A prevention fence for falling rocks, which receives the falling rocks is composed as follows. A hollow columnar body 20 includes net members 25 vertically and laterally combining linear elements formed in a spiral shape, wherein the outer diameter of the spiral is approximately doubles the diameter of the linear element, and is capable of self-holding the shape. A plurality of the hollow columnar bodies 20 without arranging the linear elements in the vertical direction are arranged so that mutual side ends 26 are superposed in the direction of extension at the net part configuring the side end of the hollow columnar body 20. Furthermore, the hollow columnar bodies 20 are connected to each other by adding spiral linear elements 55 for connection to the net members 25 of the side ends 26. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：具有优异的减震性能，同时实现高效简单的结构。解决方案：接收坠落岩的落石防护围栏组成如下。中空柱状体20包括网状构件25，其垂直和横向地组合形成为螺旋形状的线性元件，其中螺旋形的外径将线性元件的直径大致加倍，并且能够自我保持该形状。多个没有在上下方向排列线状元件的中空柱状体20配置成使得相互的侧端26在构成中空柱状体20的侧端的网状部分的延伸方向上重合。而且，空心圆柱体20通过添加用于连接到侧端26的网构件25的螺旋线性元件55彼此连接。版权所有（C）2010，JPO＆INPIT

10. 发明专利

JP2008169620A Slab-like panel for floor slab or covering plate, using channel member, and its construction method 有权
标题翻译：使用通道构件的地板板或覆盖板的SLAB面板及其构造方法
公开(公告)号：JP2008169620A
公开(公告)日：2008-07-24
申请号：JP2007003687
申请日：2007-01-11
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： TAKAGI MASATAKA , KINOSHITA MASATAKA , HONMA KOJI
IPC分类号： E01C9/08 , E01D19/12
摘要： PROBLEM TO BE SOLVED: To provide a slab-like panel for a floor slab or a covering plate, using a channel member, which is joined and integrated without the use of welding, and a manufacturing method for the slab-like panel.
SOLUTION: In this wholly-integrated slab-like panel for the floor slab or the covering plate, using the channel member, the plurality of channel members 1 with a flange 33 and a web portion are juxtaposed in parallel in a direction orthogonal to its longitudinal direction; an opening 6 is provided in the web portion of the channel member 1; a rod-like member 7 such as a steel pipe, a reinforcing bar and bar steel is inserted throughout each opening 6; the channel members 1 are arranged in such a manner as to come into contact with each other, or an elastic material 17 for preventing leakage in the placing of concrete is arranged on a surface where the channel members 1 are brought into contact with each other; and a hardening material 8 with the passage of time such as the concrete is infilled into a space which is enclosed with the channel member 1.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种用于楼板或覆盖板的板状面板，使用在不使用焊接的情况下接合和集成的通道构件，以及用于板状面板的制造方法。解决方案：在这种用于地板或覆盖板的完全一体化的板状面板中，使用通道构件，具有凸缘33和腹板部分的多个通道构件1在正交方向上平行并置到其纵向; 在通道构件1的腹板部分设置有开口6; 在每个开口6中插入诸如钢管，钢筋和钢筋的杆状构件7; 通道构件1以彼此接触的方式布置，或者在通道构件1彼此接触的表面上布置有用于防止在混凝土的放置中泄漏的弹性材料17; 并且具有经过时间的硬化材料8如混凝土填充到与通道构件1封闭的空间中。（C）2008年，JPO和INPIT

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