会员体验
专利管家(专利管理)
工作空间(专利管理)
风险监控(情报监控)
数据分析(专利分析)
侵权分析(诉讼无效)
联系我们
交流群
官方交流:
QQ群: 891211   
微信请扫码    >>>
现在联系顾问~
热词
    • 1. 发明专利
    • Cut-off structure of segment for tunnel
    • TUNNEL分段切割结构
    • JP2007224498A
    • 2007-09-06
    • JP2006043428
    • 2006-02-21
    • Jfe Metal Products & Engineering IncJfe Steel KkJfeスチール株式会社Jfe建材株式会社
    • SUDO OSAMUHAYASHI NOBUOMASUBUCHI TAKESHINAKANISHI KATSUYOSHINAGAYAMA HIDEAKIOKADA ATSUSHI
    • E21D11/04E21D11/14
    • PROBLEM TO BE SOLVED: To provide a cut-off structure of a segment for a tunnel which can surely prevent the leakage of water from a connecting part by means of a simple structure, when the segment for the tunnel is provided in such a manner that an axial-direction-of-tunnel wall as a main girder is composed of a steel pipe and channel steel. SOLUTION: This cut-off structure comprises: axial walls W 1 and W 2 which are composed of a pair of steel pipes 1a and 1b formed in approximate arc shapes along the circumferential direction of the tunnel; a back plate 2 which is joined to the axial walls W 1 and W 2 ; and circumferential walls 4 and 5 which are joined to the axial walls W 1 and W 2 and both ends of the back plate 2, respectively. Sealing grooves 7 for attaching a sealing member 8 are formed on the axial walls W 1 and W 2 and the outer wall surfaces of the circumferential walls 4 and 5. COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:为了提供一种用于隧道的截面结构,其可以通过简单的结构可靠地防止水从连接部分泄漏,当用于隧道的段被设置在这样 作为主梁的隧道纵向轴方向由钢管和槽钢构成。

      解决方案:该截止结构包括:由一对形成为大致圆弧形状的一对钢管1a和1b组成的轴向壁W 1 和W 2 沿隧道的圆周方向; 接合到轴向壁W 1 SB 2和W SB 2的背板2; 以及分别与背板2的轴向壁W 1,W 2和SB 2两端连接的周向壁4和5。 用于安装密封构件8的密封槽7形成在轴向壁W 1 SB 1和W SB 2上以及周壁4和5的外壁表面上。 版权所有(C)2007,JPO&INPIT

    • 2. 发明专利
    • Segment for tunnel and its manufacturing method
    • 隧道分段及其制造方法
    • JP2007162452A
    • 2007-06-28
    • JP2006167559
    • 2006-06-16
    • Jfe Metal Products & Engineering IncJfe Steel KkJfeスチール株式会社Jfe建材株式会社
    • NAKANISHI KATSUYOSHINAGAYAMA HIDEAKIHAYASHI NOBUOSUDO OSAMUWADA SATOSHIMASUBUCHI TAKESHI
    • E21D11/14
    • PROBLEM TO BE SOLVED: To provide a segment for a tunnel and a manufacturing method of the segment simple in structure with a small number of components and in consequence easily manufactured to shorten a manufacturing time and to reduce cost and moreover excelling in working efficiency.
      SOLUTION: A plurality of segments for the tunnel are arranged in circumferential and axial directions of the tunnel and connected to one another to form a tunnel wall. The segment has a pair of axial walls W
      1 , W
      2 having a spaces in the axial direction of the tunnel; an inner peripheral plate 2a or an outer peripheral plate 2b joined to the axial walls W
      1 , W
      2 ; and circumferential walls 5 joined to the axial walls W
      1 , W
      2 and both ends of the inner peripheral plate 2a or the outer peripheral plate 2b. The pair of axial walls W
      1 , W
      2 are formed of steel pipes 1a, 1b.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:为了提供用于隧道的段和具有少量部件的结构简单的部分的制造方法,并且因此容易制造以缩短制造时间并降低成本并且进一步优良的工作 效率。 解决方案:用于隧道的多个段被布置在隧道的周向和轴向上并且彼此连接以形成隧道壁。 该段具有在隧道的轴向方向上具有空间的一对轴向壁W 1 2 与轴向壁W 1连接的内周板2a或外周板2b,W 2 。 以及与内壁板2a或外周板2b的轴向壁W 1,W SB 2和SB两端连接的周壁5。 一对轴向壁W 1 W 2 由钢管1a,1b形成。 版权所有(C)2007,JPO&INPIT
    • 3. 发明专利
    • Joint structure of segment and segment including it
    • 分部和部门的联合结构,包括它
    • JP2008156911A
    • 2008-07-10
    • JP2006347177
    • 2006-12-25
    • Jfe Metal Products & Engineering IncJfe Steel KkJfeスチール株式会社Jfe建材株式会社
    • SUDO OSAMUMASUBUCHI TAKESHIOKADA ATSUSHINAKANISHI KATSUYOSHI
    • E21D11/04E21D11/14
    • PROBLEM TO BE SOLVED: To provide a joint structure of segments, surely connecting the existing segment and a connecting segment even if a little shifting is caused between them, and surely preventing the connected segments from slipping out in the axial direction of a tunnel, and a segment including it. SOLUTION: This joint structure is provided for a segment including: a pair of axial walls 1a, 1b; a skin plate 3 joined to the outer peripheral side and the inner peripheral side of the axial walls 1a, 1b or one of them; and peripheral walls 5a, 5b joined to both end parts of the axial walls 1a, 1b and the skin plate 3. The joint structure is constructed by axial joint members 20, which are circular in section and provided with a plurality of locking pieces on the outer periphery, and which are fitted at predetermined intervals in the longitudinal direction of the outer surface side of one axial wall 1a, and a cylindrical constraining member 35 mounted on the inner surface side of the other axial wall 1b opposite to the axial joint members 20, in which the axial joint members 20 are inserted to lock the locking pieces on the inner wall. COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:为了提供段的接合结构,即使在它们之间产生一点点移动,也可以确实地连接现有段和连接段,并且可靠地防止连接的段在轴向方向上滑出 隧道和包括它的细分。 解决方案:该接头结构设置用于包括一对轴向壁1a,1b; 连接到轴向壁1a,1b的外周侧和内周侧的一个皮肤板3或其中之一; 以及与轴向壁1a,1b和皮肤板3的两个端部接合的周壁5a,5b。接头结构由轴向接合构件20构成,该轴向接合构件20是截面为圆形的并且在其上设置有多个锁定件 外周,并且在一个轴向壁1a的外表面侧的长度方向上以预定的间隔安装,并且安装在另一轴向壁1b的与轴向接合构件20相对的内表面侧的圆筒形约束构件35 其中插入轴向接头构件20以将锁定件锁定在内壁上。 版权所有(C)2008,JPO&INPIT
    • 4. 发明专利
    • Connection structure of composite segment and composite segment provided with it
    • 复合材料分段与复合材料段的连接结构
    • JP2008144505A
    • 2008-06-26
    • JP2006334387
    • 2006-12-12
    • Jfe Metal Products & Engineering IncJfe Steel KkJfeスチール株式会社Jfe建材株式会社
    • SUDO OSAMUMASUBUCHI TAKESHIMATSUOKA KAORUHAYASHI NOBUOICHIKAWA TOMOHIROTANAKA TAKASHINAKANISHI KATSUYOSHI
    • E21D11/04
    • PROBLEM TO BE SOLVED: To provide a composite segment having a simple structure and reduced number of constituent parts and capable of facilitating its manufacture, reducing costs, and improving the construction property and to provide a connection structure of the composite segment.
      SOLUTION: This composite segment is composed of a pair of steel pipes 1a, 1b provided at a predetermined interval in the axial direction of a tunnel to form a wall in the axial direction, skin plates 10 joined with both of an outer peripheral side and an inner peripheral side or either of them of the pair of steel pipes 1a, 1b, joint plates 15a, 15b joined with both end parts of the steel pipes 1a, 1b and the skin plates 10 to form a wall in the peripheral direction, and concrete 60 placed in a region surrounded by them. Connection means 2a, 2b in the peripheral direction and connection means in the axial direction are provided on the pair of steel pipes 1a, 1b directly or through members to connect the composite segments mutually in the peripheral direction and the axial direction of the tunnel.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:提供具有简单结构和减少组成部件数量并能够促进其制造,降低成本和改善施工性能并提供复合段的连接结构的复合段。

      解决方案:该复合段由一对钢管1a,1b组成,沿着隧道的轴向以预定的间隔设置,以在轴向上形成壁,外壳10与外周 一对钢管1a,1b的内周侧或其一侧或与钢管1a,1b的两端部和外壳板10接合的接合板15a,15b,以在周向上形成壁 ,混凝土60放置在被它们包围的区域内。 在一对钢管1a,1b上沿直线连接装置2a,2b和轴向方向的连接装置直接地或通过构件连接复合段,以沿隧道的周向和轴向方向相互连接。 版权所有(C)2008,JPO&INPIT

    • 6. 发明专利
    • Connecting structure and connecting method for tunnel segment
    • 连接隧道结构与连接方法
    • JP2007132076A
    • 2007-05-31
    • JP2005325834
    • 2005-11-10
    • Jfe Metal Products & Engineering IncJfe Steel KkJfeスチール株式会社Jfe建材株式会社
    • SUDO OSAMUHAYASHI NOBUOMASUBUCHI TAKESHINAGAYAMA HIDEAKINAKANISHI KATSUYOSHIOKADA ATSUSHI
    • E21D11/04
    • PROBLEM TO BE SOLVED: To provide a connecting structure and connecting a method for tunnel segments which enable the segments to be easily and surely connected to one another in a circumferential direction by mounting structurally simple joint members at both longitudinal ends of the segment, and can greatly reduce costs.
      SOLUTION: This structure comprises: a main body 11 in which a guiding groove 14 is formed between square cross-section side walls 12a and 12b formed in a longitudinal direction on both width-direction sides of a rectangular steel plate; and a joint member 10 which comprises an engaging part 15 formed of an engaging steel plate 16 and the guiding groove 14 in such a manner that the guiding groove 14 is covered with the engaging steel plate 16 on the side of one end of the main body 11, and an engaging protrusion 17 formed on the guiding groove 14 near the other end of the main body 11 and protruding to a height almost equal to the depth of the guiding groove 14 from top surfaces of the side walls 12a and 12b.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:提供一种连接结构,并且连接隧道段的方法,其使得能够通过在结构上简单的接合构件在段的两个纵向端处安装结构简单的接合构件,使得段能够沿圆周方向彼此容易且可靠地连接 ,并可大大降低成本。 解决方案:该结构包括:主体11,其在矩形钢板的宽度方向侧的纵向方向上形成的正方形横截面侧壁12a和12b之间形成有引导槽14; 以及接合构件10,其包括由接合钢板16和引导槽14形成的接合部15,导向槽14在主体一端的一侧被接合钢板16覆盖 11,以及在主体11的另一端附近形成在引导槽14上并且从侧壁12a和12b的顶面突出到几乎等于引导槽14的深度的高度的接合突起17。 版权所有(C)2007,JPO&INPIT
    • 7. 发明专利
    • Composite segment
    • 复合材料
    • JP2008144446A
    • 2008-06-26
    • JP2006331954
    • 2006-12-08
    • Jfe Metal Products & Engineering IncJfe Steel KkJfeスチール株式会社Jfe建材株式会社
    • SUDO OSAMUMASUBUCHI TAKESHIMATSUOKA KAORUNAKANISHI KATSUYOSHI
    • E21D11/04
    • PROBLEM TO BE SOLVED: To provide a composite segment having a simple structure and reduced number of constituent members to facilitate its manufacture, having superior construction property, and capable of shortening the manufacturing time to reduce manufacturing costs and to provide a connection structure of the composite segments having a simple structure and capable of connecting the segments in the axial direction and the peripheral direction easily and securely and reducing the costs greatly. SOLUTION: A plurality of composite segments are connected in the axial direction and the peripheral direction of a tunnel to construct a tunnel wall. This composite segment is composed of a pair of walls 1a, 1b in the axial direction provided at a predetermined interval in the axial direction of the tunnel, skin plates 5 joined with outer peripheral sides or the outer peripheral side and an inner peripheral side of the walls 1a, 1b in the axial direction, peripheral direction walls 8 joined with the walls 1a, 1b in the axial direction and both end parts of the skin plates 5, and concrete 40 placed in a region surrounded by them. The pair of walls 1a, 1b in the axial direction are formed by steel pipes 2a, 2b provided on the inner peripheral sides or the outer peripheral sides of the walls and main girder boards 3a, 3b joined with outer peripheral sides or inner peripheral sides of the steel pipes 2a, 2b. COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:提供具有简单结构并减少组成部件数量以便于其制造的复合段,具有优良的施工性能,并且能够缩短制造时间以降低制造成本并提供连接结构 的复合段具有简单的结构,并且能够容易且牢固地沿轴向和周向方向连接段,并大大降低了成本。 解决方案:多个复合段沿隧道的轴向方向和周向方向连接以构成隧道壁。 该复合段由在隧道的轴向方向上以规定间隔设置的一对壁1a,1b构成,外板5与外周侧或外周侧连接,外周侧 沿着轴向的壁1a,1b,沿着轴向与壁1a,1b连接的周向壁8和外壳板5的两个端部以及被它们包围的区域中的混凝土40。 一对壁1a,1b在轴向上由设置在壁的内周侧或外周侧上的钢管2a,2b和主梁3a,3b构成,主梁3a,3b与外周侧或内周侧 钢管2a,2b。 版权所有(C)2008,JPO&INPIT
    • 8. 发明专利
    • Concrete filling method of composite segment
    • 复合分段混凝土填充方法
    • JP2009257043A
    • 2009-11-05
    • JP2008110248
    • 2008-04-21
    • Jfe Metal Products & Engineering IncJfe Steel CorpJfeスチール株式会社Jfe建材株式会社
    • HAYASHI NOBUOMATSUOKA KAORUICHIKAWA TOMOHIROMASUBUCHI TAKESHISUDO OSAMUTANAKA TAKASHINAKANISHI KATSUYOSHI
    • E21D11/14E21D11/08
    • PROBLEM TO BE SOLVED: To provide a concrete filling method of a composite segment capable of surely filling concrete up to all the inside corners, without leaking the concrete from an air bleeding hole, in a hexahedral steel shell segment.
      SOLUTION: This invention has the hexahedral steel shell segment 1 composed of a pair of axial directional walls 2a and 2b, skin plates 3a and 3b on the inner surface side and the outer surface side and a pair of peripheral directional walls 4a and 4b, A hole sealing material 8 covering the air bleeding hole 6 and having gas permeability and water communication performance, is adhered to the outer surface side or the inner surface side of the air bleeding hole 6 arranged on the inner surface side skin plate 3a side of the pair of peripheral directional walls 4a and 4b, and the concrete is injected into the hexahedral steel shell segment 1 from a hole arranged on one peripheral directional wall 4a.
      COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:提供一种复合段的混凝土填充方法,该复合段能够确定地将混凝土填充到所有内角,而不会在六面体钢壳段中从泄漏孔泄漏混凝土。 解决方案:本发明具有六面体钢壳段1,其由一对轴向方向壁2a和2b,内表面侧和外表面侧上的表皮3a和3b以及一对​​外周方向壁4a和 4b。在布置在内表面侧护板3a侧的排气孔6的外表面侧或内表面侧粘贴覆盖排气孔6并具有透气性和水连通性的孔密封材料8 的一对周向方向壁4a和4b,并且将混凝土从布置在一个周向方向壁4a上的孔注入六面体钢壳段1中。 版权所有(C)2010,JPO&INPIT
    • 9. 发明专利
    • Partial anticorrosion method for steel bridge, and steel bridge
    • 钢桥梁和钢桥的局部抗腐蚀方法
    • JP2008308846A
    • 2008-12-25
    • JP2007156349
    • 2007-06-13
    • Jfe Engineering KkJfe Steel KkJfeエンジニアリング株式会社Jfeスチール株式会社
    • KATO SHINJIMATSUDA MINORUKAGE ISAMUNAKANISHI KATSUYOSHIKANO ISAMU
    • E01D1/00E01D22/00
    • PROBLEM TO BE SOLVED: To provide a partial anticorrosion method for a steel bridge, which enables a surface to be clearly divided into a region for undergoing anticorrosion coating and a region for dispensing with the anticorrosion coating, and to provide the steel bridge.
      SOLUTION: This steel bridge 1 for supporting a floor slab 30 is composed of right and left main girders 20 and 10, both of which are formed of weatherable steel. A right-side additional member 28 as a nonstructural member, which is protruded from a windward side surface 241 of a right-side web of the right main girder 20, is mounted on the windward side surface 241 of the right-side web of the right main girder 20. A position to mount the right-side additional member 28 is set as a position to divide the windward side surface 241 into a windward side highly-corroded portion 241A of the right-side web, which is estimated to be corroded to a predetermined degree of corrosion or above, and a windward side low-corroded portion 241B of the right-side web, which is estimated to be corroded to a degree of corrosion under the predetermined degree of corrosion. A coating film M is formed by applying the anticorrosion coating to the highly-corroded portion 241A.
      COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:为了提供一种用于钢桥的部分防腐蚀方法,其能够将表面清楚地划分成用于进行防腐蚀涂层的区域和用于分配防腐涂层的区域,并且提供钢桥 。 解决方案:用于支撑楼板30的钢桥1由左右主梁20和10组成,两者均由耐候性钢构成。 从右主梁20的右侧腹板的向上侧面241突出的作为非结构构件的右侧附加构件28安装在右主梁的右侧腹板的迎风侧面241上 右侧主梁20.安装右侧附加构件28的位置被设定为将迎风侧面241分割成估计被腐蚀的右侧腹板的迎风侧高度腐蚀部分241A的位置 达到预定的腐蚀程度以上,以及右侧腹板的迎风侧低腐蚀部分241B,在预定腐蚀程度下被估计腐蚀程度。 通过将防腐涂层施加到高度腐蚀的部分241A上来形成涂膜M。 版权所有(C)2009,JPO&INPIT
    • 10. 发明专利
    • Columnar structure using shape steel, pier or foundation pile and its manufacturing method
    • 使用形状钢,夯或基础桩的柱结构及其制造方法
    • JP2007023712A
    • 2007-02-01
    • JP2005211151
    • 2005-07-21
    • Jfe Engineering KkJfe Steel KkJfeエンジニアリング株式会社Jfeスチール株式会社Ohbayashi Corp株式会社大林組
    • NAKANISHI KATSUYOSHIKAWAI YUTAKAKOIZUMI MIKIOISHIZAWA TAKESHIMOTOKI TAKUYATONO MITSUOABE KANAME
    • E02D5/22E01D19/02E04B1/30
    • PROBLEM TO BE SOLVED: To provide a columnar structure or a foundation pile such as a pier column or a temporary steel column, superior in economic efficiency and construction efficiency, and resistible to the bending moment as a composite cross section up to reaching a final state; and its manufacturing method.
      SOLUTION: When a cross section of the column is small, a piece 30' formed in a T-shaped cross-sectional shape by cutting inner rib H shape steel 30 at the web center, is welded to both sides of the web center of the inner rib H shape steel, and this is covered with concrete 34. When the cross section is large like the pier column, a flange end part on one side of the inner rib H shape steel 30 is welded to the flange end part on one side of the inner rib H shape steel adjacent in the axial direction of the H shape steel, and a polygonal cross section A closed by a flange is formed, and a hoop tie 32 is wound around its periphery, and these are covered with the concrete 34. Here, mutual another one flanges of the adjacent inner rib H shape steel 30 can also be connected by welding via a steel plate 36 instead of winding the hoop tie on the periphery.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:提供经济效率和施工效率优越的柱状结构或基桩,例如墩柱或临时钢柱,并且可以作为复合横截面抵抗弯矩,直到达到 最终状态 及其制造方法。 解决方案:当柱的横截面小时,通过在腹板中心切割内肋H形钢30而形成为T形横截面形状的部件30'被焊接到腹板的两侧 内肋H形钢的中心,并用混凝土34覆盖。当横截面像墩柱那样大时,内肋H型钢30的一侧上的凸缘端部焊接到凸缘端部 在H型钢的轴向相邻的内侧肋H型钢的一侧形成有由法兰闭合的多边形截面A,并且环状带32围绕其周边卷绕,并且覆盖有 混凝土34.这里,相邻的内肋H型钢30的相互的另一个凸缘也可以通过钢板36的焊接而连接,而不是将箍带缠绕在周边上。 版权所有(C)2007,JPO&INPIT