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1. 发明专利

JPH0933414A SPECIAL FULCRUM JIG FOR COMPRESSION TEST 失效
公开(公告)号：JPH0933414A
公开(公告)日：1997-02-07
申请号：JP18557895
申请日：1995-07-21
申请人： NIPPON STEEL CORP , TOMOE GIKEN KK
发明人： SUGANO RYOICHI , KANESAWA TOSHIYUKI
IPC分类号： G01N3/04 , G01N3/08
摘要： PROBLEM TO BE SOLVED: To provide various fulcrum conditions by arranging a universal joint to have a means which rotates freely about the axis of an object to be tested or adapted to fix the rotation thereof at a fixed position while having a means which rotates freely about two axes orthogonal to each other within a plane orthogonal to the axis of the object to be tested or adapted to is fixed at an arbitrary angle. SOLUTION: The axis of an object to be tested is on the Z axis and the axes orthogonal to each other within a plane parallel with a plane orthogonal to the Z axis are on the X axis and on the Y axis. A housing 2 on the Z axis having a lock gradient key groove 13 is fixed on a bed 1. A thrust ball bearing 3 is inserted and fitted into the housing 2 and a fulcrum 4 is mounted through a deep groove ball bearing 5. A Z axis base 7 having a U-shaped X axis housing 6 mounted thereon is put on the fulcrum 4. A gradient key groove 14 is provided at the position coinciding with the key groove 13. An X-Y axis support pin 10 is fitted into a housing 6 hole through a roller bearing 8 and a friction type clamp ware 9. A Y axis housing 11 is also fitted into the Y axis side of the pin 10 through bearing 8 and the clamp ware 9 and a test object mounting plate 12 is mounted to make a jig 16.

2. 发明专利

JP2007016435A Deck plate for composite floor slab 有权
标题翻译：复合地板SLD板
公开(公告)号：JP2007016435A
公开(公告)日：2007-01-25
申请号：JP2005197546
申请日：2005-07-06
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： TAKEUCHI ICHIRO , SUGANO RYOICHI , ISHIMARU AKIRA , NAKAGAWA HARUHIKO
IPC分类号： E04B5/40
摘要： PROBLEM TO BE SOLVED: To heighten the effect of combining a deck plate with concrete.
SOLUTION: The deck plate 11 for a composite floor slab has a cross-sectional shape in which a trapezoidal mountain part 20 and a valley part 21 are alternately formed by using upper and lower horizontal flanges 12 and 13, and an obliquely inclined web 14 for connecting both of the flanges together. A step part 16, which has the direction (the direction of a normal) of a step surface 16c directed downward with respect to a horizontal direction, is provided in a midway position along the inclined web 14. A step-surface angle θ
1 of the step surface 16c with respect to a horizontal plane is in the range of -10°C to +23°C. The angle θ
1 heightens the effect of combining the deck plate with the concrete, and enables strength higher than a required load set at 70% of a theoretical value of maximum strength to be realized as maximum strength for test. This invention is applied to the deck plate with a great length, so that the composite floor slab with a long span can be realized.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提高将甲板与混凝土组合的效果。解决方案：复合地板的甲板11具有通过使用上下水平凸缘12和13交替地形成梯形山部20和谷部21的横截面形状，并且倾斜倾斜腹板14用于将两个凸缘连接在一起。具有相对于水平方向向下指向的台阶表面16c的方向（法线方向）的阶梯部16沿着倾斜卷筒纸14设置在中间位置。阶梯面角度θ 1 在-10℃至+ 23℃的范围内。角度θ<1> 提高了甲板与混凝土结合的效果，使得强度高于设定为最大强度理论值的70％的要求载荷，作为试验的最大强度。本发明适用于长度大的甲板，可实现长跨度的复合地板。版权所有（C）2007，JPO＆INPIT

3. 发明专利

JP2006291605A Steel-frame member for column and skeleton structure using the same 审中-公开
标题翻译：钢框架和钢筋结构使用它的钢框架
公开(公告)号：JP2006291605A
公开(公告)日：2006-10-26
申请号：JP2005114917
申请日：2005-04-12
申请人： Kankyo Eng Co Ltd , Nippon Steel Corp , 新日本製鐵株式会社 , 環境エンジニアリング株式会社
发明人： TAKEUCHI ICHIRO , SUGANO RYOICHI , OKIMOTO MASAYUKI
IPC分类号： E04B1/24 , E04B1/30 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a steel-frame member for a column realizing cost reduction by reducing an amount of a steel material and a processing cost while sufficiently securing bending strength of the column, and also to provide a skeleton structure using the same.
SOLUTION: A subsidiary steel material 20 is formed shorter than a floor height dimension H1 and is extended to a beam-column joint 28 and in the vertical direction thereof and is joined to a main steel material 10, so that the steel-frame member 4 for the column in a floor height central part is composed only of the main steel material 10 and the amount of the steel material is reduced by disuse of the subsidiary steel material 20 in the floor height central part. Since a bending moment applied in a weak-axis direction of the column 2 is supported by a reinforced concrete section in a central part of the column and is supported by the subsidiary steel material 20 at upper and lower ends of the column, the bending strength of the column 2 is sufficiently secured. Accordingly cost reduction is realized by reducing the amount of the steel material and the processing cost while sufficiently securing the bending strength of the column 2.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：解决的问题：提供一种用于柱子的钢架构件，通过在充分确保柱的弯曲强度的同时充分确保钢材的弯曲强度，减少钢材的量和加工成本，实现成本降低，并且还提供使用一样。辅助钢材20形成为比地板高度尺寸H1短，并且延伸到梁 - 柱接头28并且在其垂直方向上并且连接到主钢材10，地板高度中心部分的列的框架构件4仅由主钢材10构成，并且通过废弃辅助钢材20在地板高度中心部分而减少钢材的量。由于在列2的弱轴方向上施加的弯矩由塔的中心部分的钢筋混凝土部支撑，并且在柱的上端和下端由辅钢材20支撑，所以弯曲强度柱2的充分固定。因此，通过在充分确保柱2的弯曲强度的同时减少钢材的量和加工成本来实现成本降低。（C）2007，JPO和INPIT

4. 发明专利

JP2006188864A Joint structure of column and beam 审中-公开
标题翻译：柱和梁的接合结构
公开(公告)号：JP2006188864A
公开(公告)日：2006-07-20
申请号：JP2005000850
申请日：2005-01-05
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： SAWAIZUMI SHINICHI , SUGANO RYOICHI
IPC分类号： E04B1/30 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a joint structure of a column and a beam, and a column-beam joint hardware rationalizing stress transmission between the column and beam, particularly simplifying joint construction of the column with a concrete filled steel pipe part, and the beam to reduce a burden of a material/machining cost and a construction cost.
SOLUTION: The column-beam joint structure which is a structure of transmitting beam stress to the concrete filled steel pipe part of a building skeleton column, has the concrete filled steel pipe part wherein the projecting part side of steel bar anchored to the beam and projected from the end part of the beam is inserted in a hole of a column side steel pipe part and anchored to concrete filled/solidified in the column side steel pipe part. The column-beam joint hardware used when the beam is an H-shape steel beam or the like in the column-beam joint structure has a plate part having a bolt hole for bolt-joining a beam flange abutting on the plate part, and provides the plate part protrusively with the steel bar inserted in the hole of the concrete filled steel pipe part of the column and anchored to concrete filled/solidified in the steel pipe part.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供柱和梁的接头结构，以及使梁和梁之间的应力传递合理化的柱梁接头硬件，特别简化了具有混凝土填充钢管部分的柱的接头结构和梁，以减轻材料/加工成本的负担和施工成本。
解决方案：作为将梁应力传递到建筑物骨架柱的混凝土填充钢管部分的结构的柱梁接头结构具有混凝土填充钢管部分，其中钢筋的突出部分侧锚固到从梁的端部突出的梁被插入柱侧钢管部分的孔中并锚固在柱侧钢管部分中填充/固化的混凝土。在梁梁接头结构中的梁为H形钢梁等时使用的柱梁接头硬件具有板部，其具有用于将抵接在板部上的梁凸缘螺栓接合的螺栓孔，并且提供板部分突出地插入钢筋混凝土填充钢管部分的孔中，并固定在钢管部分中填充/固化的混凝土。版权所有（C）2006，JPO＆NCIPI

5. 发明专利

JP2005248623A High tension bolt joint structure of column and beam having h-shaped cross section 审中-公开
标题翻译：具有H形横截面的柱和梁的高张力螺栓接头结构
公开(公告)号：JP2005248623A
公开(公告)日：2005-09-15
申请号：JP2004062811
申请日：2004-03-05
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： SAWAIZUMI SHINICHI , SUGANO RYOICHI
IPC分类号： E04B1/24 , E04B1/30 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a joint structure of a concrete filled steel pipe column and an H steel beam capable of easily joining the beam having H-shaped cross section at an optional position of the concrete filled steel pipe column after construction to ensure joint part performance stably and dispensing with machining, assembly, and joining by welding for a diaphragm and a bracket to reduce burden of manufacturing cost and construction cost.
SOLUTION: This high tension bolt joint structure of the concrete filled steel pipe column and the beam having H-shaped cross section is constituted in such a way that a steel pipe socket having larger inside diameter than outside diameter of the steel pipe column is inserted into the steel pipe column to join the beam having H-shaped cross section with the steel pipe socket and filler is filled into a clearance between the concrete filled steel pipe column and the steel pipe socket and is solidified. The beam having H-shaped cross section is joined with the steel pipe socket through joint hardware or an end plate by a tension bolt.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种混凝土填充钢管柱和H钢梁的接合结构，其能够在施工后在混凝土填充钢管柱的任选位置容易地接合具有H形截面的梁确保联轴器部件性能稳定，并通过焊接隔膜和支架进行加工，组装和接合，以减少制造成本和施工成本的负担。
解决方案：混凝土填充钢管柱和具有H形横截面的梁的这种高张力螺栓接头结构以这样的方式构成：具有比钢管柱外径更大的内径的钢管座插入钢管柱中，将具有H形截面的梁与钢管插座接合，将填料填充到混凝土填充钢管柱和钢管插座之间的间隙中，并固化。具有H形横截面的梁通过接头五金件或端板通过张紧螺栓与钢管插座接合。版权所有（C）2005，JPO＆NCIPI

6. 发明专利

JP2005097914A Square steel box column 有权
标题翻译：方形钢箱柱
公开(公告)号：JP2005097914A
公开(公告)日：2005-04-14
申请号：JP2003331443
申请日：2003-09-24
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： SUGANO RYOICHI
IPC分类号： E04B1/24 , E04B1/30 , E04C3/32
摘要： PROBLEM TO BE SOLVED: To inexpensively provide a square steel box column capable of strengthening joining force with concrete when forming a composite column by filling the concrete inside, by restraining buckling and deformation of a beam joining part when used as a column material.
SOLUTION: This square steel box column is formed by welding and joining four unequal-sided channel steels composed of a long side flange, a short side flange, and a web in the longitudinal direction. An end part of the long side flange of the adjacent one unequal-sided channel steel, is butted against a corner part becoming an intersection between the short side flange and the web of the other unequal-sided channel steel, and is welded and joined with a space formed in this butting part as a groove. The four sides are formed of the long side flange and the web of the respective unequal-sided channel steels, and a reinforcing rib is formed by projecting the short side flange inside.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了廉价地提供一种能够通过在混凝土内部填充混凝土而形成复合柱时与混凝土强化结合力的方钢箱柱，通过当用作柱材料时抑制梁接合部的弯曲和变形。解决方案：这种方形钢箱柱是通过在纵向方向上焊接和连接由长边法兰，短边法兰和腹板组成的四个不等边通道钢而形成的。相邻的一个不等边通道钢的长边法兰的端部与对角部分抵接，成为短边法兰和另一个不等边通道钢的腹板之间的交点，并与在该对接部中形成为槽的空间。四边由长边法兰和相应的不等边通道钢的腹板形成，并且通过将短边凸缘向内突出而形成加强肋。版权所有（C）2005，JPO＆NCIPI

7. 发明专利

JP2004162485A Composite panel structure 审中-公开
标题翻译：复合面板结构
公开(公告)号：JP2004162485A
公开(公告)日：2004-06-10
申请号：JP2002332441
申请日：2002-11-15
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： SUGANO RYOICHI , EZAKI TATSUO , MURAHASHI YOSHIMITSU
IPC分类号： E04B2/56 , E04C2/26 , E04C2/292 , E04C2/38
CPC分类号： E04C2/292
摘要： PROBLEM TO BE SOLVED: To provide a composite panel structure combining particularly a load bearing element, a heat insulating element and a design element in wall panel structure applied to a low-rise small-scale building.
SOLUTION: In this composite panel structure 1, a rectangular frame body 3 with vertical frame members 7 and lateral frame members 8 built up to almost coincide with the shape of a metal sandwich panel 2 constituted by clamping a core material 6 from both sides by an exterior wall side steel sheet 4 and a joint side steel sheet 5 and bonding each steel sheet and the core material respectively, is jointed to the joint side steel sheet 5 of the metal sandwich panel 2. The metal sandwich panel 2 and the rectangular frame body 3 are jointed by a fastener 12 passing through the joint side steel sheet 5 from the rectangular frame body 3 side, and the exterior wall side steel sheet 4 is not deformed by the fastener 12.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种组合面板结构，特别结合应用于低层小型建筑物的墙面结构中的承载元件，隔热元件和设计元件。解决方案：在该复合面板结构1中，具有垂直框架构件7和侧框架构件8的矩形框体3构成为与金属夹芯板2的形状几乎一致，金属夹层板2通过从两者夹紧芯材6而构成由金属夹芯板2的接合侧钢板5接合由外墙侧钢板4和接合侧钢板5分别连接各钢板和芯材的两侧。金属夹层板2和矩形框体3由矩形框体3侧通过接合侧钢板5的紧固件12接合，外壁侧钢板4不被紧固件12变形。（C） 2004年，日本特许厅

8. 发明专利

JP2004137687A Fireproof composite member 审中-公开
公开(公告)号：JP2004137687A
公开(公告)日：2004-05-13
申请号：JP2002300884
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
IPC分类号： E04B1/94 , E04C3/293
摘要： PROBLEM TO BE SOLVED: To provide a fireproof composite member which is a steel product coated with a fire-resistant coating at a low cost by a simple structure. SOLUTION: This fireproof composite member is constituted by integrating the steel product 2 having an almost H-shaped cross-section with a plurality of through-holes 4, with concrete 7, preferably, fiber-mixed-and-reinforced concrete 7. In the almost H-shaped cross-section steel product 2, the through-holes 4 are formed only in a web 3; and the concrete 7 or the fiber-mixed-and-reinforced concrete 7, which is provided on both sides of the web 3 so that the web 3 can be embedded, is integrated by the concrete 7 or the fiber-mixed-and-reinforced concrete 7, which is infilled into the through-holes 4. The concrete 7 or the fiber-mixed-and-reinforced concrete 7 on both the sides of the web part 3, which is placed into a groove 6 formed of the web 3 and flanges 5 (5a and 5b), is integrated in such a shape as to be contained in the steel product 2. COPYRIGHT: (C)2004,JPO

9. 发明专利

JP2004116036A Wall, floor and roof panel having high strength 审中-公开
公开(公告)号：JP2004116036A
公开(公告)日：2004-04-15
申请号：JP2002277522
申请日：2002-09-24
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： E04B2/56 , E04C2/38
摘要： PROBLEM TO BE SOLVED: To provide a high-strength wall in which buckling stiffening by a brace material can be expected in a vertical frame material arranged at the intermediate section of a wall construction and which has ideal earthquake-resistant performance.
SOLUTION: In the high-strength wall panel for a building, braces 11 made of shape steel are arranged along planes constituting the wall panel, and openings 12a of both-side vertical frame materials 12 composed of approximately Ω-shaped sectional shape steel along both side edges of the wall panel are inserted and arranged at both ends of the braces 11 while the intermediate vertical frame materials 13 composed of approximately hat-shaped sectional shape steel are arranged on both side faces of the braces 11 as recesses 13g are opposed to each other. In the high-strength wall panel, abutted sections are joined with fasteners 15, wall surface plates are abutted against external flat surfaces 12b and 13b of both-side vertical frame materials 12 and the intermediate vertical frame materials 13 and the abutted sections are joined with the fasteners 15.
COPYRIGHT: (C)2004,JPO

10. 发明专利

JP2002004419A CONNECTING STRUCTURE FOR COLUMN AND BEAM USING SPLIT RING DIAPHRAGM AND METHOD OF CONNECTING SPLIT RING DIAPHRAGM FOR USE WITH CONNECTING STRUCTURE 失效
公开(公告)号：JP2002004419A
公开(公告)日：2002-01-09
申请号：JP2000190508
申请日：2000-06-26
申请人： NIPPON STEEL CORP
发明人： SHIMIZU NOBUTAKA , SUGANO RYOICHI , SUZUKI TAKAHIKO , SUDA NORIYUKI
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a connecting structure for a column and a beam using a split ring diaphragm inhibiting welding errors at a weld between the diaphragm and a beam member and destruction which may occur there, and a method for joining the ring diaphragm for use in the connecting structure. SOLUTION: The split ring diaphragm 1 is joined to the outer peripheral side face 2a of a column member 2 formed of a circular steel pipe. The mating end face 31a of the flange 31 of a beam member 3 made of H-shaped steel is performed a welding w2 to the outer peripheral mating end face 1a of the diaphragm 1. The split part of the diaphragm 1 produced by welding w1 of full penetration is provided in a position away from a joint part along the direction X of the beam axis where the beam member 3 is joined.

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