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1. 发明专利

JP2005350758A Inhibitor for foaming in converter 有权
标题翻译：抑制剂在转换器中发泡
公开(公告)号：JP2005350758A
公开(公告)日：2005-12-22
申请号：JP2004175885
申请日：2004-06-14
申请人： Nippon Steel Corp , Nittetsu Plant Designing Corp , Recycle Peer:Kk , 新日本製鐵株式会社 , 日鐵プラント設計株式会社 , 株式会社リサイクル・ピア
发明人： IWAMORI HIROMINE , MORI YASUHIKO , TAKEHIRO TAKAYOSHI , NOMURA SEIITSU
IPC分类号： C21C5/28
CPC分类号： Y02P10/212
摘要： PROBLEM TO BE SOLVED: To provide a slag foaming inhibitor with which waste material selected in a construction waste material treating work can effectively be utilized and also, this inhibitor can easily be produced from the waste materials. SOLUTION: This foaming inhibitor is the one for restraining the bubbling of slag produced at a refining process in a converter and blended with 20-60 wt.% collected dust generated in the treating process in the construction waste material treating work, 5-20 wt.% waste plastics and waste paper and/or wood chip. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够有效地利用在建筑废料处理工作中选择的废料的炉渣发泡抑制剂，并且也可以容易地从废料中制造该抑制剂。
解决方案：该发泡抑制剂是用于抑制在转炉中精炼过程产生的炉渣起泡的混合物，与施工废料处理工艺中处理过程中产生的20-60重量％收集的粉末混合， -20重量％的废塑料和废纸和/或木屑。版权所有（C）2006，JPO＆NCIPI

2. 发明专利

JP2006000789A Separation method of construction mixed waste, and facility therefor 审中-公开
标题翻译：建筑混合废物的分离方法及其设备
公开(公告)号：JP2006000789A
公开(公告)日：2006-01-05
申请号：JP2004181681
申请日：2004-06-18
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： IWAMORI HIROMINE , MORI YASUHIKO
IPC分类号： B07B9/00 , B07B1/22 , B07B4/06 , B07B4/08 , B09B5/00
摘要： PROBLEM TO BE SOLVED: To provide a separation method of construction mixed waste and facility therefor enhancing separation efficiency of regenerated sand with an ignition loss of 5% or less, in construction mixed waste separation.
SOLUTION: This facility is provided with a small article/earth and sand separator 1 separating small articles and earth and sand less than 40 mm from separation residue of a rough separation process separating long and large articles from construction mixed waste; a manual separation line 2 for manual separation of articles causing trouble when entering recyclable articles or residue after manual separation; a crusher 4 crushing residue of the line 2; a small article/earth and sand separator 5 separating small article/earth and sand less than about 40 mm; an incombustible fine separator 6 separating fine particles less than 8 mm, small lumps of about 8-40 mm and lightweight combustibles from the small articles and earth and sand separated in the separator 5; a crusher 7 crushing the separated small lumps into about 8mm or less; and a sand producing apparatus 8 having a sieve and blowing/sucking device, separating the regenerated sand with an ignition loss of 5% or less by removing combustibles, dust, gypsum and wood pieces in the fine particles.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种建筑混合废物的分离方法及其设备，在建筑混合废物分离中提高5％或更低的灼烧损失的再生砂的分离效率。解决方案：该设备配备有一个小型物品/砂土分离器1，将分离长大件物品与建筑混合废物的粗分离工艺的分离残渣分开的小物件和小于40mm的砂土分离; 手动分离线2，手动分离在手动分离后进入可回收物品或残留物时造成麻烦的物品; 破碎机4破碎生产线2的残渣; 小型物品/砂土分离器5分离小型物体/砂土小于约40mm; 分离出小于8mm的小颗粒的不燃性细分离器6，约8-40mm的小块和来自分离器5中分离的小物品和泥沙的轻质可燃物; 破碎机7将分离的小块破碎成约8mm以下; 以及具有筛子和送风/抽吸装置的砂制造装置8，通过除去细颗粒中的可燃物，灰尘，石膏和木片，将再生砂分离5％以下的灼烧损失。版权所有（C）2006，JPO＆NCIPI

3. 发明专利

JP2006000780A Separation facility of construction mixed waste 审中-公开
标题翻译：建筑混合废物的分离设施
公开(公告)号：JP2006000780A
公开(公告)日：2006-01-05
申请号：JP2004181284
申请日：2004-06-18
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： IWAMORI HIROMINE , MORI YASUHIKO
IPC分类号： B07B9/00 , B07B1/14 , B07B1/28 , B07B13/04
摘要： PROBLEM TO BE SOLVED: To provide a separation facility of construction mixed waste efficiently and continuously separating recycling combustibles from the construction mixed waste.
SOLUTION: This separation facility of construction mixed waste containing long and large article of 500 mm or more, has a developing conveyor 3 developing and carrying the waste, and a long and large article separator 5 receiving the construction mixed waste developed in the developing conveyor 3 and separating long and large articles 6 from the waste. A middle-size article separator 14 separating the construction mixed waste with the long and large articles removed by the separator 5 into middle-size articles 300-500 mm and small articles less than 300 mm, a separating line 21 breaking middle-size bags separated in the middle-size article separator 14, and a small article separating line separating the small articles less than 300 mm separated in the middle-size article separator 14, into earth and sand less than 30 mm and small articles 30-300 mm, are disposed.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供建筑混合废物的分离设施，有效地连续分离回收可燃物与建筑混合废物。解决方案：这种具有500mm以上的长大件的建筑混合废物的分离设备具有显影和携带废物的显影输送机3，以及容纳建筑混合废弃物的长而大的物品分离器5 显影输送机3并将废物长大和分离的物品6分离。将建筑混合废物与由分离器5除去的大型物品分离成中尺寸物品300-500mm的中间物品分离器14和小于300mm的小物品，分离管线21将中等大小的袋分离在中型制品分离器14中，将分离在中间制品分离器14中分开的小于300mm的小物品的小物品分离线分割成小于30mm的砂土和30-300mm的小型物品。处置。版权所有（C）2006，JPO＆NCIPI

4. 发明专利

JP2003020812A Cage-type multistory parking station 审中-公开
标题翻译：笼式多功能停车场
公开(公告)号：JP2003020812A
公开(公告)日：2003-01-24
申请号：JP2001204635
申请日：2001-07-05
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： IWAMORI HIROMINE , MATSUMOTO MASATOSHI
IPC分类号： E04H6/18 , E04H6/22
摘要： PROBLEM TO BE SOLVED: To provide a cage-type multistory parking station which ensures desired smoothness as a function thereof, and can suppress the height of each parking floor, to thereby increase the number of vehicles stored therein.
SOLUTION: Acording to the cage-type multistory parking station, radially spreading parking floors 3 are arranged about a vertical passage 5 in which a vehicle mounting cage 7 is elevated and rotated, in multiple stories in the vertical direction, and vehicle loading/unloading floors 2, 2a are arranged on both sides of the vertically moving passage 5 at a height different from the heights of the parking floors 3. Then, two loading/unloading-side trays 8 for mounting a vehicle 4 thereon and moving between the vehicle mounting cage 7 and the vehicle loading/unloading floors 2, 2a are provided in the cage 7, and parking floor-side trays 16 for mounting the vehicles 4 thereon and moving between the respective parking floors 3 and the vehicle mounting cage 7 are provide on the respective parking floors 3. Therefore, when the loading/unloading- side tray 8 mounted in the vehicle mounting cage 7 is elevated, the vehicle 4 mounted on the parking floor-side tray 16 is moved onto the loading/unloading-side tray 8, and when the loading/unloading-side tray 8 is lowered, the vehicle 4 mounted on the loading/unloading-side tray 8 is moved onto the parking-floor side tray 16.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供一种保持所希望的平滑度的笼式多层停车站，并且可以抑制每个停车场的高度，从而增加其中存储的车辆的数量。解决方案：根据笼式多层停车场，径向铺展的停车场3围绕垂直通道5布置，其中车辆安装架7在垂直方向上以多层故障升高和旋转，车辆装载/卸载地板 2,2a设置在垂直移动通道5的两侧，高度不同于停车地板3的高度。然后，两个用于将车辆4安装在其上并在车辆安装架之间移动的装载/卸载侧托盘8 7和车辆装载/卸载地板2,2a设置在保持架7中，并且用于将车辆4安装在其上并在相应的停车位3和车辆安装架7之间移动的停车场侧托盘16分别设置在相应的因此，当安装在车辆安装架7中的装载/卸载侧托盘8升高时，安装在停车场侧托盘16上的车辆4移动到装载/拆卸装载侧托盘8，并且当装载/卸载侧托盘8下降时，安装在装载/卸载侧托盘8上的车辆4被移动到停车场侧托盘16上。

5. 发明专利

JP2003020647A Rotary pile penetrating device 审中-公开
标题翻译：旋转桩穿刺装置
公开(公告)号：JP2003020647A
公开(公告)日：2003-01-24
申请号：JP2001204821
申请日：2001-07-05
申请人： Nippon Steel Corp , Nittetsu Plant Designing Corp , 新日本製鐵株式会社 , 日鐵プラント設計株式会社
发明人： IWAMORI HIROMINE , AKASHI TETSUSHI , ANAMI TETSUJI
IPC分类号： E02D7/22 , E02D13/00
摘要： PROBLEM TO BE SOLVED: To provide a rotary pile penetrating device capable of maintaining a constant clamping force by means of a simple structure for smooth penetrating work without any replacement of a clamping member even when a steel pipe pile to be penetrated is varied or a size of a configuration of the steel pipe pile having an excavation blade at the tip is varied.
SOLUTION: This rotary pile penetrating device is provided with a lower ring frame 2 having a lower inner ring 6 arranged on the inner circumference of a lower outer ring 5 via a lower rotary bearing 13, an upper ring frame 1 having an upper inner ring 4 arranged on the inner circumference of an upper outer ring 3 via an upper rotary bearing 12, and a plurality of elevation means 9 between the lower outer ring and the upper outer ring. By means of the elevation means, the upper outer ring in the upper ring frame 1 is journalled freely movably upward/downward, and one end part of each of a plurality of links 14 is arranged freely oscillationally, while in the other end of each of the links 14, the clamping member 16 is arranged freely oscillationally. When the upper inner ring is lifted/lowered, the clamping member is freely slid on the upper face of the lower inner ring in the radial direction of the steel pipe pile 20.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供一种能够通过简单的结构保持恒定的夹紧力的旋转桩穿刺装置，即使在要穿透的钢管桩是变化的情况下，也不会更换夹紧构件而进行平滑的穿透，具有尖端处的挖掘刀片的钢管桩的构造变化。解决方案：该旋转桩穿刺装置设置有下环形框架2，下环形框架2具有通过下旋转轴承13布置在下外环5的内圆周上的下内环6，上环形框架1具有上内环4 经由上旋转轴承12布置在上外圈3的内圆周上，以及在下外环和上外环之间的多个提升装置9。通过升降装置，上环形框架1中的上外环可自由上下运动地自由移动，并且多个连杆14中的每一个的一个端部自由摆动地布置，而在每个的另一端连杆14，夹紧构件16自由摆动地布置。当上内圈升降时，夹紧构件在钢管桩20的径向上在下内圈的上表面上自由滑动。

6. 发明专利

JP2003082664A Penetration equipment for steel pipe pile and penetration method 审中-公开
标题翻译：钢管和渗透方法的渗透设备
公开(公告)号：JP2003082664A
公开(公告)日：2003-03-19
申请号：JP2001277207
申请日：2001-09-12
申请人： Nippon Steel Corp , Nittetsu Plant Designing Corp , 新日本製鐵株式会社 , 日鐵プラント設計株式会社
发明人： AKASHI TETSUSHI , IWAMORI HIROMINE
IPC分类号： E21B3/02 , E02D7/22
摘要： PROBLEM TO BE SOLVED: To provide penetration equipment for steel pipe pile and penetration method capable of improving the efficiency of penetration work for steel pipe pile and a vertical accuracy without increasing the cost of the equipment.
SOLUTION: In a steel pipe pile penetration equipment and penetration method by using the equipment comprising a rotating body provided with a chuck for grasping the outer periphery of the steel pipe pile, a lifting frame supporting the rotating body in a rotatable manner, a rotating and driving equipment for turning the rotating body installed on the lifting frame, a base frame erecting a lifting cylinder for lifting the lifting frame and a horizontal cylinder lifting the base frame, the lifting frame is equipped with a frame tilt detector for detecting the angle of tilt of the steel pipe pile and a pile tilt detector for detecting the tilt of the pile and a pile verticalness control means for adjusting the tilt of the pipe pile by controlling the horizontal cylinder based on the angle of tilt detected by the frame tilt detector and the pile tilt detector.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供钢管桩的穿透设备和能够提高钢管桩穿透效率的穿透方法和垂直精度，而不增加设备的成本。解决方案：在钢管桩穿透装置和穿透方法中，使用包括设置有用于抓住钢管桩的外周的卡盘的旋转体的设备，可旋转地支撑旋转体的提升框架，旋转和用于转动安装在提升架上的旋转体的驱动设备，架设用于提升提升架的提升缸的底架和提升底架的水平缸，提升架配备有用于检测倾斜角的框架倾斜检测器以及用于检测桩的倾斜的桩倾斜检测器和用于通过基于由框架倾斜检测器检测到的倾斜角度控制水平圆柱体来调节管桩的倾斜的桩垂直度控制装置，桩倾斜检测器。

7. 发明专利

JP2003003468A Rotating pile penetrating equipment 审中-公开
标题翻译：旋转钻头设备
公开(公告)号：JP2003003468A
公开(公告)日：2003-01-08
申请号：JP2001188475
申请日：2001-06-21
申请人： Nippon Steel Corp , Nittetsu Plant Designing Corp , 新日本製鐵株式会社 , 日鐵プラント設計株式会社
发明人： IWAMORI HIROMINE , AKASHI TETSUSHI , ANAMI TETSUJI
IPC分类号： E02D7/22
摘要： PROBLEM TO BE SOLVED: To provide a rotating pile penetrating equipment capable of holding a constant clamping force and of performing penetration work smoothly even though the sizes of steel pipe piles to be penetrated are varied.
SOLUTION: This rotating pile penetrating equipment has a bottom ring frame 2 provided with a bottom inner ring 6 at the inner periphery of a liftable bottom outer ring 5, a top ring frame 1 provided with a top inner ring 4 on the inner periphery of the top outer ring 3; a lever 14 is provided by journaling the top outer ring 3 in a freely liftable manner by a lifting means 9 and journaling a roller 15 at the top end on the inner surface of the bottom inner ring 6 and a clamp member 16 at the middle; the lever is freely oscillated by the rolling of a roller 15 on a sloped surface 15 of a taper guide 19; a slewing means for slewing the bottom inner ring 6 is provided at the bottom outer ring 5; when clamping a steel pipe pile 20 having a plurality of outer diameters, the angle of the sloped surface 17 at the taper guide 19 is formed with many variations where the roller 15 turns so as to make the clamping force to the pile 20 constant in response to the outer diameter of the steel pile 20 with the clamp as target.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供能够保持恒定的夹紧力并且即使要穿透的钢管桩的尺寸变化，也能平滑地进行穿透作业的旋转桩穿透装置。解决方案：该旋转桩穿刺装置具有在可升降底部外圈5的内周设置有底部内环6的底环框架2，顶环形框架1在其内周设置有顶部内环4 顶部外圈3; 通过提升装置9以可自由提升的方式对顶部外圈3进行预压，并且在底部内圈6的内表面上的顶端和在中间的夹紧构件16上对辊15进行定位来提供杆14。杠杆通过滚轮15在锥形引导件19的倾斜表面15上的滚动而自由摆动; 用于回转底部内环6的回转装置设置在底部外圈5处; 当夹紧具有多个外径的钢管桩20时，倾斜表面17在锥形引导件19处的角度形成有许多变化，其中辊15转动以使得对桩20的夹紧力响应而保持恒定以夹具为目标的钢桩20的外径。

8. 发明专利

JP2003055967A Penetration method of steel pipe pile 审中-公开
标题翻译：钢管桩的渗透方法
公开(公告)号：JP2003055967A
公开(公告)日：2003-02-26
申请号：JP2001249572
申请日：2001-08-20
申请人： Nippon Steel Corp , Nittetsu Plant Designing Corp , 新日本製鐵株式会社 , 日鐵プラント設計株式会社
发明人： IWAMORI HIROMINE , AKASHI TETSUSHI , ANAMI TETSUJI
IPC分类号： E02D7/22
摘要： PROBLEM TO BE SOLVED: To provide a smooth penetration method capable of properly and easily controlling the pushing force and pushing rate of a steel pipe pile, and surely preventing the falling or breakage of the steel pipe pile generated in penetration.
SOLUTION: Required pushing force F and pushing rate V by a pushing and returning cylinder to be worked on the steel pipe pile in penetration are preliminarily calculated from the geology, penetration depth, diameter of steel pipe pile and the like every penetration scheduled position of steel pipe piles. The pressure of oil acting on the rod side of the pushing and returning cylinder is adjusted to work the pushing force F onto the steel pipe pile, and the oil flow rate on the head side of the pushing and returning cylinder is adjusted to set the pushing rate of the steel pipe pile to the above pushing rate V.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供能够适当且容易地控制钢管桩的推力和推压速率的平滑的穿透方法，并且可靠地防止渗透时产生的钢管桩的下落或破裂。解决方案：钢管桩的渗透时间由地质学，渗透深度，钢管桩直径等预先计算得出，所需的推力F和推压速度V由钢管桩加工而成。管桩。调整作用在推回缸的杆侧的油的压力，将推力F施加到钢管桩上，调整推回缸的头部侧的油流量，使推压钢管桩速率按上述推压率V

9. 发明专利

JP2002105910A ASSEMBLING AND SENDING OUT DEVICE FOR PARALLEL WIRE STRAND 失效
公开(公告)号：JP2002105910A
公开(公告)日：2002-04-10
申请号：JP2000302359
申请日：2000-10-02
申请人： NIPPON STEEL CORP , NITTETSU PLANT DESIGNING CORP
发明人： HOSOKAWA KIYOSHI , KONNO SHINICHI , EGUCHI TATSUYA , IWAMORI HIROMINE , AKASHI TETSUSHI
IPC分类号： E01D11/00 , E01D11/02 , E01D11/04 , E01D19/16 , E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide an assembling and sending out device which is easy to maintain the assembling and sending out device of parallel wire stranding(PWS) device formed so as to make a hexagonal sectional crossing shape, which brings about no partial wear in the pressing member and can be easily maintained to securely hold the PWS for a long period so as not to cause slips between wire strands. SOLUTION: In the assembling and sending out apparatus of PWS, installed between a forming equipment of the PWS for forming wire strands of a hexagonal sectional shape and an erection of a suspension bridge for drawing and erecting the formed PWS1 and assembling the PWS1 from the forming equipment and sending it to the erection equipment, a plurality of grasping means 3 holding three sides of the PWS1 holding equipment are provided at the periphery of the upper and under endless belt-shaped means 4 and further, the assembling and sending equipment for the PWS installed in the position where the grasping means 3 are positioned oppositely at the upper and lower positions when the PWS works to grasp.

10. 发明专利

JP2001090209A CROSS LINKING METHOD OF FIBER-REINFORCED COMPOSITE MATERIAL BEAM 失效
公开(公告)号：JP2001090209A
公开(公告)日：2001-04-03
申请号：JP26593099
申请日：1999-09-20
申请人： NIPPON STEEL CORP , TOKAI RYOKAKU TETSUDO KK , NIPPON SHARYO SEIZO KK
发明人： SHIMADA MASAKI , IWAMORI HIROMINE , TAKEDA TOSHIKAZU , USUI SHUNICHI , KOBAYASHI MASAKIMI
IPC分类号： E04B1/30 , B29C70/06 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a cross linking method aiming at the prevention of the lowering of the strength and rigidity of beam itself, the transmission of the force of large bending and torsion and light weight in the cross linking section of two or more of fiber-reinforced composite material beams. SOLUTION: In the cross linking method of the fiber-reinforced composite material beam, a box-shaped structural material with a hole, into which a fiber-reinforced composite material crossbeam is thrust, is joined with the side section of a fiber-reinforced composite material side beam and the fiber- reinforced composite material crossbeam is installed into the hole of the box- shaped structural material, the box-shaped structural material is connected to the fiber-reinforced composite material side beam and a substance in which fibers are impregnated with a resin is wound and unified to the structural material and the side beam, and the box-shaped structural material and the fiber- reinforced composite material cross beam are connected by adhesion in the hole and bonding by a flange.

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