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    • 4. 发明专利
    • Wide-flange shape steel and part reinforcement structure
    • 宽法兰形状钢和部件加固结构
    • JP2003293451A
    • 2003-10-15
    • JP2002100687
    • 2002-04-03
    • Sumitomo Metal Ind LtdYokogawa Bridge Corp住友金属工業株式会社株式会社横河ブリッジ
    • HAMANO KIMIOIWASAKI MASAKICHO SUSUMUTAKADA KEIICHIHIRANO KOICHIICHINOHE YASUO
    • E04B1/24B23K20/00E04C3/06
    • PROBLEM TO BE SOLVED: To provide an wide-flange shape steel reinforcement structure capable of integrally jointing the whole surface of a mating part of a reinforcement plate to an wide-flange shape steel flange, and preventing angular deformation of the reinforcement plate due to thermal deformation.
      SOLUTION: This wide-flange shape steel 21 of which the cross section in a wide-flange shape is formed out of a pair of flanges 22, 23 facing each other and a web 24 which links between the centers of the pair of the flanges 22, 23 in the width direction is provided. The reinforcement plate 25 is jointed with the flanges 22, 23 with an end face of the flanges 22, 23 and an end face of the reinforcement plate 25 (28) aligned so as to be flash with each other, and the reinforcement plate 25 (28) is jointed with the flanges 22, 23 by means of liquid phase diffusion bonding in this wide-flange shape steel end part reinforcement structure of which the end part of wide-flange shape steel 21 is reinforced.
      COPYRIGHT: (C)2004,JPO
    • 要解决的问题:为了提供一种能够将加强板的配合部分的整个表面整体连接到宽法兰形状的钢法兰的宽法兰形钢加强结构,并且防止加强板的角度变形 由于热变形。 解决方案:这种宽法兰形钢21,其宽形凸缘形状的横截面由彼此面对的一对凸缘22,23形成,并且在该对的两个中心之间连接的腹板24 设置宽度方向的凸缘22,23。 加强板25与凸缘22,23接合,凸缘22,23的端面和加强板25(28)的端面彼此相互对准,加强板25( 在宽法兰形状钢21的端部被加强的宽法兰形状的钢端部加强结构中,通过液相扩散接合与凸缘22,23接合。 版权所有(C)2004,JPO
    • 5. 发明专利
    • Pole/beam joint structure
    • POLE / BEAM JOINT结构
    • JP2007162368A
    • 2007-06-28
    • JP2005361292
    • 2005-12-15
    • Sumitomo Metal Ind Ltd住友金属工業株式会社
    • FUKUDA KOJIICHINOHE YASUOHIRANO KOICHI
    • E04B1/24E04B1/58
    • PROBLEM TO BE SOLVED: To provide a joint structure between a steel pipe pole using a multi-segment diaphragm and a steel beam of stable quality and inexpensive.
      SOLUTION: The diaphragm 2 consists of four multi-segment diaphragms 2a which are formed by dividing the diaphragm 2 into a plurality of diaphragms in the circumference of the steel pipe pole 1. The steel beam 3 is connected by welding to the multi-segment diaphragm 2a, and the multi-segment diaphragms 2a, 2a adjacent to each other are partial penetration welded (B). Thus, since there is no need to consider a cross-section loss in the diaphragm caused by a bolt hole, it does not result in an increase in the width of the diaphragm or the plate thickness of the diaphragm. Thus, a steep rise in material costs of the diaphragm or the like can be controlled, and the inexpensive joint structure of stable quality can be provided.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:提供使用多段隔膜的钢管杆与质量稳定,价格便宜的钢梁之间的接头结构。

      解决方案:隔膜2由四个多段隔膜2a组成,它们通过将隔膜2分成钢管柱1的圆周中的多个隔膜而形成。钢梁3通过焊接连接到多 - 隔膜2a和彼此相邻的多段隔膜2a,2a是部分穿透焊接(B)。 因此,由于不需要考虑由螺栓孔引起的隔膜的横截面损失,所以不会导致隔膜的宽度或隔膜的板厚度增加。 因此,可以控制隔膜等的材料成本的急剧上升,并且可以提供质量稳定的廉价的接头结构。 版权所有(C)2007,JPO&INPIT

    • 6. 发明专利
    • Manufacturing method for steel tube with projection and the same tube
    • 具有投影和相同管的钢管的制造方法
    • JP2005193245A
    • 2005-07-21
    • JP2003435093
    • 2003-12-26
    • Sumikin Daikeikoukan KkSumitomo Metal Ind Ltd住友金属工業株式会社住金大径鋼管株式会社
    • HIRANO KOICHIMASUDA TOSHIAKIKUSAKA HIROTAKAASANO MASASHI
    • B23K9/04B23K101/06B23K103/04
    • PROBLEM TO BE SOLVED: To provide a manufacturing method for a steel tube with projections, by which high projections are easily formed using overlay welding, and to provide the tube manufactured thereby.
      SOLUTION: To form projections on the inner face of a steel tube 1 in a circumferential direction, first the steel tube 1 is laid on its side and a pair of patches 2, 2 are disposed on the bottom side of the inner face of the steel tube 1. Then, a boom of a welding device, which is positioned outside the steel tube 1, is inserted into the inside of the tube 1, and a welding wire 6 of a welding torch 5, which is mounted on the front end part of the boom, is inserted between the pair of patches 2, 2. Next, while rotating the steel tube 1 in the circumferential direction, an arc is generated in the space formed by the inner face of the tube 1 and the patches 2, 2 to conduct downward overlay welding.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:提供一种具有突起的钢管的制造方法,由此通过重叠焊接容易地形成高突起,并且提供由其制造的管。 解决方案:为了在钢管1的圆周方向的内表面上形成凸起,首先将钢管1放置在其侧面,并且在内表面的底侧设置一对贴片2,2 然后,将位于钢管1外侧的焊接装置的动臂插入管1的内部,将焊炬5的焊丝6安装在管1上。 悬臂的前端部插入在一对贴片2,2之间。接着,在沿着圆周方向旋转钢管1的同时,在由管1的内表面形成的空间中产生电弧, 2,2进行向下覆盖焊接。 版权所有(C)2005,JPO&NCIPI
    • 7. 发明专利
    • Joint structure and joining method of cylinder made of steel
    • JP2004124589A
    • 2004-04-22
    • JP2002292446
    • 2002-10-04
    • Sumitomo Metal Ind Ltd住友金属工業株式会社
    • HIRANO KOICHIKANO YUTAKA
    • E02D5/24
    • PROBLEM TO BE SOLVED: To provide a joint structure and its joining method in which cylinders made of steel such as a steel pipe pile are joined in a short time by non-welding and firm joint strength is obtained.
      SOLUTION: A plurality of flexible bodies 13 with tapered engaging sections 14 are installed at lower ends of the cylinders 11 made of steel on upper sides through annular bodies 12. Annular bodies 22 having steps 23 are mounted at upper ends of the cylinders 21 on lower sides. When the upper/lower cylinders 11 and 21 are made close to each other gradually, the tapered engaging sections 14 are brought into contact with upper/end corners of the annular bodies 22 on the lower sides, drums of the flexible bodies 13 are deformed elastically to internal surface sides of the cylinders 11 and 21, and the engaging sections 14 ride on internal surfaces of the annular bodies 22 on the lower sides. When lower end faces of the annular bodies 12 on the upper sides and upper end faces of the annular bodies 22 on the lower sides are abutted, the arcuate flexible bodies 13 are returned to initial states by their own elastic forces, the engaging sections 14 are engaged at lower ends of the stepped sections 23, and connections of the cylinders 11 and 21 are completed.
      COPYRIGHT: (C)2004,JPO
    • 9. 发明专利
    • Method for manufacturing steel tube for steel tower
    • 钢塔制钢方法
    • JP2011052307A
    • 2011-03-17
    • JP2009204452
    • 2009-09-04
    • Sumitomo Metal Ind Ltd住友金属工業株式会社
    • OKUBO TAKESHIHIRANO KOICHISASAKI MASAMICHINISHIO MASARU
    • C21D8/02B21C37/08C22C38/00C22C38/06C22C38/58
    • PROBLEM TO BE SOLVED: To provide a method for manufacturing steel tubes for a steel tower with less change in the mechanical properties when manufacturing a steel tube having the diameter/thickness ratio of ≤20 and the tensile strength of ≥780 MPa by press-bending a steel plate. SOLUTION: In the method for manufacturing steel tubes for the steel tower having the diameter/thickness ratio of ≤20 and the tensile strength of ≥780 MPa, a slab having a composition containing, by mass, 0.05-0.20% C, 0.03-0.40% Si, 0.5-2.0% Mn, ≤0.02% P, ≤0.005% S, 0.03-0.10% Al, ≤0.005% N, and the balance Fe with inevitable impurities is heated to ≥1,100°C, hot-rolled, and cooled down to ≤100°C, and then, re-heated and hardened, tempered at 500-650°C to manufacture a thick steel plate, which is re-heated at ≥500°C to the temperature equal to or lower than [the tempering temperature when manufacturing the thick steel plate -30°C], and then, subjected to the press-bending, and welded. One or two or more kinds of Cu, Cr, Mo, V, Nb, Ni, B and Ti may be contained in place of a part of Fe. COPYRIGHT: (C)2011,JPO&INPIT
    • 解决的问题:提供一种钢制塔的制造方法,其制造直径/厚度比≤20,拉伸强度≥780MPa的钢管的机械特性变化小的方法, 压弯钢板。 解决方案:在直径/厚度比≤20,拉伸强度≥780MPa的钢塔用钢管的制造方法中,具有质量0.05〜0.20%的组成的板坯, 0.03-0.40%Si,0.5-2.0%Mn,≤0.02%P,≤0.005%S,0.03-0.10%Al,≤0.005%N,余量为不可避免的杂质Fe被加热到≥1,100℃, 轧制并冷却至≤100℃,然后再次加热硬化,回火温度为500-650℃,制成厚钢板,将其在≥500℃下再加热至等于或等于 低于[制造厚钢板-30℃时的回火温度],然后进行加压弯曲和焊接。 可以包含一种或两种以上的Cu,Cr,Mo,V,Nb,Ni,B和Ti来代替部分Fe。 版权所有(C)2011,JPO&INPIT
    • 10. 发明专利
    • Steel tube for low yield ratio column for building and steel plate used for this, and manufacturing method therefor
    • 用于这种建筑和钢板的低屈服比例的钢管及其制造方法
    • JP2008303465A
    • 2008-12-18
    • JP2008179966
    • 2008-07-10
    • Sumitomo Metal Ind Ltd住友金属工業株式会社
    • HASEGAWA KAZUHIKOHIRANO KOICHISHIMOMOTO TOSHIKI
    • C21D8/02B21C37/08C21D8/10C21D9/08C22C38/00C22C38/58
    • PROBLEM TO BE SOLVED: To obtain a steel tube excellent in economy and shocking characteristics, in the case of making the steel tube for low yield ratio column for building by cold-forming an extremely thick steel plate having ≥40 mm plate thickness.
      SOLUTION: The manufacturing method includes: heating a rolling stock; hot-rolling it; then subjecting the hot-rolled steel plate to any one of heat treatments shown in the followings (1) to (3); manufacturing a steel plate without performing subsequent heat treatment; subsequently cold-forming it into the steel pipe; then holding it at 400 to 650°C which are lower than the Ac
      1 transformation temperature, for at least five minutes; and then cooling it at a cooling rate of 10°C/second or less. The heat treatments includes: (1) after rolling, directly quenching the rolled plate from an Ar
      3 temperature or lower to ≤400°C; (2) after the rolling, directly quenching the rolled plate from a temperature of Ar
      3 +50°C or lower to ≤400°C, further reheating it, and quenching it at a temperature between Ac
      1 to Ac
      3 ; and (3) after the rolling, air-cooling the rolled plate, further reheating it, then quenching it at a temperature of Ar
      3 or higher, further reheating it, and then quenching it at a temperature between Ac
      1 and Ac
      3 .
      COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题为了获得经济性和冲击特性优异的钢管,在制造具有≥40mm板厚的极厚钢板的制造用于建筑物的低屈服比率钢管的情况下 。 解决方案:制造方法包括:加热车辆; 热轧 然后对热轧钢板进行如下(1)〜(3)所示的任一种热处理。 制造钢板,不进行后续热处理; 随后将其冷成型为钢管; 然后将其保持在低于Ac 1 转变温度的400至650℃下至少5分钟; 然后以10℃/秒以下的冷却速度进行冷却。 热处理包括:(1)轧制后,将轧制板从Ar 3 温度直接淬火至≤400℃; (2)轧制后,从Ar 3℃+ 50℃以上至≤400℃的温度直接淬火,进一步再加热,并在Ac < SB> 1 至Ac 3 ; 和(3)轧制后,对轧制板进行空气冷却,进一步再加热,然后在Ar 3 或更高的温度下淬火,进一步再加热,然后在 Ac 1 和Ac 3 。 版权所有(C)2009,JPO&INPIT