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61. 发明专利

JP2007046146A High young's modulus steel plate, hot dip galvanized steel sheet using the same, hot dip galvannealed steel sheet, high young's modulus steel pipe, high young's modulus hot dip galvanized steel pipe, high young's modulus hot dip galvannealed steel pipe, and method for production thereof 有权
标题翻译：高年轻模具钢板，采用相同的热镀锌钢板，热镀锌钢板，高年轻模具钢管，高年轻模具热镀锌钢管，高年轻模具热镀锌钢管，及其生产方法
公开(公告)号：JP2007046146A
公开(公告)日：2007-02-22
申请号：JP2005330429
申请日：2005-11-15
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： SUGIURA NATSUKO , YOSHINAGA NAOKI , TAKAHASHI MANABU , SENUMA TAKEHIDE , MIYASAKA AKIHIRO , SUGANO RYOICHI , HANYA KOJI , UNO NOBUYOSHI , HIWATARI SHUNJI
IPC分类号： C22C38/00 , B21B1/22 , B21B1/26 , B21B3/00 , C21D6/00 , C21D9/46 , C22C38/14 , C22C38/58 , C23C2/06 , C23C2/38 , C23C2/40
摘要： PROBLEM TO BE SOLVED: To provide a high young's modulus steel plate, to provide a hot dip galvanized steel sheet using the same, to provide a hot dip galvannealed steel sheet, to provide a high young's modulus steel pipe, to provide a high young's modulus hot dip galvanized steel pipe, to provide a high young's modulus hot dip galvannealed steel pipe, and to provide a method for production thereof.
SOLUTION: An embodiment of a high Young's modulus steel sheet, wherein it has a chemical composition comprising, by mass, C: 0.0005 to 0.30%, Si: 2.5% or less, Mn: 0.1 to 5.0%, P: 0.15% or less, S: 0.015% or less, Al: 0.15% or less, N: 0.01% or less, and further comprises 0.015 to 1.91% by mass in total of one or more of Mo: 0.005 to 1.5%, Nb: 0.005 to 0.20%, B: 0.0001 to 0.01%, and Ti: 48/14×N (mass%) to 0.2%, and wherein {110} and/or {110} in a layer at 1/8 of the thickness of the sheet have a pole density of 10 or more and a Young's modulus in the rolling direction of more than 230 GPa.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种高年龄模量钢板，提供一种使用该钢板的热浸镀锌钢板，以提供一种热浸镀锌钢板，以提供高年模量钢管，以提供一种高年限模量热镀锌钢管，提供高年限模量热浸镀锌钢管，并提供其生产方法。解决方案：高杨氏模量钢板的一种实施方案，其具有以质量计含有C：0.0005〜0.30％，Si：2.5％以下，Mn：0.1〜5.0％，P：0.15的化学成分％以下，S：0.015％以下，Al：0.15％以下，N：0.01％以下，进一步含有0.015〜1.91质量％的Mo：0.005〜1.5％，Nb： 0.005〜0.20％，B：0.0001〜0.01％，Ti：48/14×N（质量％）〜0.2％，其中ä110} 223和/或ä110} <111> 片材的厚度的极点密度为10以上，并且轧制方向的杨氏模量大于230GPa。版权所有（C）2007，JPO＆INPIT

62. 发明专利

JP2006118319A Columnar member constituted by assembling two channel metal members 有权
标题翻译：通过组装两个通道金属构件组成的柱状构件
公开(公告)号：JP2006118319A
公开(公告)日：2006-05-11
申请号：JP2004309899
申请日：2004-10-25
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： HANYA KOJI , SUGANO RYOICHI
IPC分类号： E04C3/07
摘要： PROBLEM TO BE SOLVED: To provide a lightweight high-strength columnar member which can be easily joined to other members, and which makes manufacturing costs low.
SOLUTION: This columnar member comprises: a first channel metal member 26 which is formed by roll forming, and cold working and hot working, such as press working, and which has web 22, a flange 23 and a rib 24; and a second channel metal member 30 wherein a web 27, a flange 28, an inside rib 29 and a second web 27a are formed. The columnar member constituted by assembling the channel metal members is characterized as follows: the inside rib 29 of the member 30 abuts on the rib 24 of the member 26; a part, where the inside rib 29 of the member 30 abuts on the rib 24 of the member 26, is joined by joint means 31 employing a drill screw, a bolt, a rivet, welding, adhesion, etc.; and a structurally stabilized closed loop including a flat part and a cavity is formed on a side surface along the webs 27 and 27a of the member 30.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种轻质的高强度柱状构件，其可以容易地接合到其它构件，并且使制造成本低。该柱状构件包括：通过辊压成型形成的第一通道金属构件26，以及诸如冲压加工的冷加工和热加工，并且其具有腹板22，凸缘23和肋24; 以及第二通道金属构件30，其中形成有腹板27，凸缘28，内侧肋29和第二腹板27a。通过组装通道金属构件构成的柱状构件的特征如下：构件30的内侧肋29抵靠构件26的肋24; 构件30的内侧肋29邻接构件26的肋24的部分通过采用钻螺丝，螺栓，铆钉，焊接，粘合等的接合装置31接合。并且在沿着构件30的腹板27和27a的侧表面上形成包括平坦部分和空腔的结构稳定的闭环。（C）版权所有（C）2006，JPO＆NCIPI

63. 发明专利

JP2005350860A Aseismatic frame structure 有权
标题翻译： ASEISMATIC FRAME结构
公开(公告)号：JP2005350860A
公开(公告)日：2005-12-22
申请号：JP2004169477
申请日：2004-06-08
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： TAKEUCHI ICHIRO , SUGANO RYOICHI , SHIMURA YASUMI
IPC分类号： E04B1/24 , E04B1/30 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide an aseismatic frame structure low in cost with the considerable reduction of machining and a construction time and labor by arranging a frame for resisting a seismic force, convergently on the peripheral plane of structure, and bearing a vertical load by inner columns and inner beams other than the peripheral plane of structure to share the function of the frame. SOLUTION: In the aseismatic frame structure of at least two layers, columns and beams for bearing seismic forces are formed as joint structures of rigid joint parts 19 of peripheral columns 17a and peripheral beams 18a and arranged convergently on the peripheral plane of the structure 21. One of the inner beams 18b orthogonal to the inner columns 17b other than the peripheral plane of the structure 21 is formed as a beam-through joint part 22. The inner beam 18b and the inner column 17b on upper or lower sides of the beam through joint part 22, or the inner beam 18b and the peripheral column 17a are joined by a pin joint part 20 resisting an axial force and a shearing force so as to bear only self-weight mainly applied to the beam. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供低成本的抗震框架结构，通过在结构的外围平面上设置用于抵抗地震力的框架并且承载一个结构，从而显着减少机械加工和施工时间和劳动力通过内柱和内梁的垂直载荷不同于结构的外围平面，以共享框架的功能。解决方案：在至少两层的抗震框架结构中，用于承载地震力的柱和梁被形成为周向柱17a和外围梁18a的刚性接合部分19的接合结构，并且汇聚在第二层的外围平面上结构21中的与内柱17b正交的一个内梁18b形成为束通接合部22.内梁18b和内柱17b在上下两侧束通过接合部22或内梁18b和周边柱17a通过抵抗轴向力和剪切力的销接头部20接合，以便仅承受主要施加到梁的自重。版权所有（C）2006，JPO＆NCIPI

64. 发明专利

JP2005089984A Style member for residence of steel-structured housing and its fixing device 有权
标题翻译：钢结构住宅及其固定装置住宅的样式会员
公开(公告)号：JP2005089984A
公开(公告)日：2005-04-07
申请号：JP2003321040
申请日：2003-09-12
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： HANYA KOJI , SUGANO RYOICHI
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To effectively use advantages of use of square steel in style members for housing and solve such problems as irrationality in the production field accompanied by the square steels and eccentricity of the mounting position of a hall-down hardware.
SOLUTION: A wide flange channel steel 28 and a narrow flange channel steel 27 manufactured with a thin and lightweight channel steel or a thin and lightweight channel steel with lips are combined together to constitute a style member 2. The web 33 of the narrow flange channel steel 28 housed in the wide flange channel steel 27 are positioned in the middle of the inside of the wide flange channel steel 27 and the both inside and outside channel steels 27, 28 are jointed by drill screws 8.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了有效地利用方形钢构件在房屋中使用的优点，解决了伴随方钢的生产现场的不合理性以及摆放硬件安装位置偏心的问题。解决方案：制造有薄且轻质的通道钢或具有唇缘的薄而轻质的通道钢制成的宽法兰槽钢28和狭窄的法兰槽钢27组合在一起以构成型材构件2。容纳在宽法兰槽钢27中的狭窄法兰槽钢28位于宽法兰槽钢27的内部的中间，并且内部和外部通道钢27,28通过钻螺丝8连接。（C）2005，JPO＆NCIPI

65. 发明专利

JP2004232395A Panel for bearing wall, and bearing wall 有权
标题翻译：轴承座和轴承座面板
公开(公告)号：JP2004232395A
公开(公告)日：2004-08-19
申请号：JP2003024416
申请日：2003-01-31
申请人： Nippon Steel Corp , Nittetsu Steel Sheet Corp , 新日本製鐵株式会社 , 日鉄鋼板株式会社
发明人： MAEDA KATSUMI , FUJITA MASANORI , GOTO MASASHI , SUGANO RYOICHI , UNO NOBUYOSHI
IPC分类号： E04B2/56 , E04C2/30
摘要： PROBLEM TO BE SOLVED: To provide a panel for a bearing wall capable of reducing labor for installation and a material cost.
SOLUTION: A support plate 5 formed of a metal plate is provided on a rear face plate 2 of a panel 4 formed by filling a core material 3 between a surface plate 1 and the rear face plate 2. Fixing work fixing only the support plate 5 to a structure member of a building is made unnecessary by providing the support plate 5 on the panel 4. The support plate 5 can be fixed to the structural member 9 of the building simultaneously with implementation of the work to fix the panel A for the bearing wall to the structural member. When installing the support plate 5 on the panel 4, special hardware such as Valvetite is no more required.
COPYRIGHT: (C)2004,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够减少安装人力和材料成本的轴承壁面板。解决方案：由金属板形成的支撑板5设置在通过在表面板1和后面板2之间填充芯材3形成的面板4的后面板2上。固定工作仅固定通过将支撑板5设置在面板4上，支撑板5不需要建筑物的结构构件。支撑板5可以与执行用于固定面板A的工作同时固定到建筑物的结构构件9 用于支撑结构构件的壁。当将支撑板5安装在面板4上时，不再需要诸如Valvetite的特殊硬件。版权所有（C）2004，JPO＆NCIPI

66. 发明专利

JP2004150116A End reinforcing structure of section steel 有权
公开(公告)号：JP2004150116A
公开(公告)日：2004-05-27
申请号：JP2002316220
申请日：2002-10-30
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： HANYA KOJI , SUGANO RYOICHI
IPC分类号： E04B1/24 , B23K37/06 , E04B1/58 , E04C3/04
摘要： PROBLEM TO BE SOLVED: To provide an end reinforcing structure of section steel, which prevents a jointed end surface of the section steel from being locally deformed and destroyed by an axial force, by decentralizing a force which acts on the jointed end surface in a concentrated manner.
SOLUTION: In the end reinforcing structure of the section steel which is constituted by welding an end plate to an end by a backing strip, the length of the backing strip in the axial direction of a section steel material is increased, and an outside surface of the backing strip and an inside surface of the section steel are fixed together. The backing strip and the section steel are integrally formed in such a shape that a cross-sectional shape of the backing strip corresponds to that of the section steel. The end plate and the end of the backing strip are prefixed together so as to be integrated with each other.
COPYRIGHT: (C)2004,JPO

67. 发明专利

JP2004138401A Flexural yield strength evaluation method for thin plate steel member 审中-公开
标题翻译：薄板钢构件的弯曲强度评估方法
公开(公告)号：JP2004138401A
公开(公告)日：2004-05-13
申请号：JP2002300883
申请日：2002-10-15
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： SUGANO RYOICHI , HANYA KOJI
IPC分类号： G01N3/20 , G06F17/50
摘要： PROBLEM TO BE SOLVED: To provide a method for easily determining the flexural yield strength of a thin plate steel member without considering the effective width of every plate element.
SOLUTION: In this flexural yield strength evaluation method for the thin plate steel member having a plate thickness of 0.4 mm to 2.3 mm, the yield strength My in a fully effective section is given by the product of the strength F of the material and the section modulus Z in the fully effective section. The elastic buckling yield strength Mcr of the member is given by a numerical analysis such as finite-element analysis, and the design flexural yield strength Mu of the member is calculated according to the equation Mu/My=(Mcr/My)
α [a-b(Mcr/My)
β ] by use of My and Mcr. In the expression, a and b are optional integers, and α and β are integers of 0.6 or less.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种容易地确定薄板钢构件的弯曲屈服强度的方法，而不考虑每个板元件的有效宽度。解决方案：在板厚为0.4mm至2.3mm的薄板钢构件的弯曲屈服强度评估方法中，通过材料的强度F的乘积给出完全有效截面中的屈服强度My 和完全有效部分的截面模数Z。通过诸如有限元分析等数值分析给出构件的弹性屈曲屈服强度Mcr，并根据方程式计算构件的设计弯曲屈服强度Mu Mu / My =（Mcr / My）通过使用My和Mcr，α [ab（Mcr / My）β]。在表达式中，a和b是可选的整数，α和β是0.6以下的整数。版权所有（C）2004，JPO

68. 发明专利

JP2003013547A Building member 审中-公开
标题翻译：建筑会员
公开(公告)号：JP2003013547A
公开(公告)日：2003-01-15
申请号：JP2001196775
申请日：2001-06-28
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： SUGANO RYOICHI , SHIMIZU JUN
IPC分类号： E04C3/07
摘要： PROBLEM TO BE SOLVED: To provide a building member excellent in rigidity and yield stress capable of enhancing the assembling property by the same member and surely preventing a local deformation.
SOLUTION: A beam member 1 comprises a vertical pair of flange parts 2 and 3 and a web part 4, which hare continuously formed by bending a thin steel product 11, both the upper and lower flange parts 2 and 3 has a closed sectional shape, the web part 4 has a sectional shape substantially linearly continuously located between one-side end parts 2a and 3a of both the flanges 2 and 3. Both the flange parts 2 and 3 have a sectional shape symmetric in relation to the horizontal central axis of the web part 4, and the mutually opposed surfaces of both the flanges 2 and 3 have inclinations as extending to the outside stepwise.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供一种具有优异的刚性和屈服应力的建筑构件，能够通过同一构件提高组装性能，并且可靠地防止局部变形。解决方案：梁构件1包括一对凸缘部分2和3以及通过弯曲薄钢制品11连续形成的腹板部分4，上凸缘部分2和下凸缘部分3都具有闭合截面形状，腹板部分4具有基本上线性连续地位于两个凸缘2和3的一侧端部2a和3a之间的截面形状。两个凸缘部分2和3都具有相对于水平中心轴线对称的截面形状腹板部分4和两个凸缘2和3的彼此相对的表面具有逐渐向外延伸的倾斜。

69. 发明专利

JP2002242302A BEAM-COLUMN CONNECTION STRUCTURE OF BUILDING STEEL FRAME AND ITS CONNECTING METHOD 失效
公开(公告)号：JP2002242302A
公开(公告)日：2002-08-28
申请号：JP2001039519
申请日：2001-02-16
申请人： NIPPON STEEL CORP
发明人： SUGANO RYOICHI
IPC分类号： E02D29/045 , E04B1/24 , E04B1/58 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide the beam-column connection structure of a building steel frame, in which workability is improved and welding quality and performance can be ensured sufficiently, and to provide its connecting method. SOLUTION: In the building steel frame, projecting sections 6 having a width larger than the width of a beam flange are formed to a lower diaphragm 4, and projecting sections 5 having width smaller than the width of the beam flange are formed to an upper diaphragm 3, when a circular steel column 1 and an H-sectional steel beam 2 are connected by using both ring-shaped upper- lower diaphragms 3 and 4. The beam 2 is inserted between both these upper- lower diaphragms 3 and 4, while a flange 2B under the beam is installed on the projecting sections 6 of the lower diaphragm 4, and the projecting sections 5 of the upper diaphragm 3 onto a flange 2A on the beam and fillet weld (w) are enabled.

70. 发明专利

JP2002146905A EARTHQUAKE-RESISTANT CONSTRUCTION 失效
公开(公告)号：JP2002146905A
公开(公告)日：2002-05-22
申请号：JP2000341630
申请日：2000-11-09
申请人： NIPPON STEEL CORP
发明人： TAKEUCHI TORU , SUGANO RYOICHI , WATANABE ATSUSHI , OKADA TADAYOSHI , NAKAMURA HIROSHI , TAKEUCHI ICHIRO
IPC分类号： E04B1/24 , E04B1/30 , E04B1/58 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide an earthquake-resistant construction, the working cost of which is reduced and which can display a vibration control function even against a big earthquake and a small one. SOLUTION: In the construction composed of columns made of steel and beams made of steel and braces, vertical-force transmission mechanisms 21 capable of transmitting vertical forces from brace materials 20 to the columns 1 and horizontal-force transmission mechanisms 22 capable of transmitting horizontal forces from the braces to the beams are installed to column side faces 1a and beam top faces or undersides at sites, where the brace materials 20 are joined with the columns 1 and the beams 2, and diaphragms for the columns 1 are dispensed with by mounting horizontal-force transmission mechanisms 24 capable of transmitting horizontal force from the beams 2 to floor structures 23 on the beams 2.

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