专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

21. 发明专利

JP2005146773A Buckling restraining member for vibration control 审中-公开
标题翻译：用于振动控制的起重限制构件
公开(公告)号：JP2005146773A
公开(公告)日：2005-06-09
申请号：JP2003389366
申请日：2003-11-19
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： SAEKI EIICHIRO , NAKAMURA HIROSHI
IPC分类号： E04B1/24 , E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a lightweight buckling restraining member for vibration control excellent in fire resistance without increasing cross-sectional dimension at a low manufacturing cost.
SOLUTION: In the buckling restraining member 1 for vibration control, a steel-made outer pipe 3 is placed on the outside of a steel-made axis force member 2, a space between the steel-made axis force member and the steel-made outer pipe is filled with a filler 6, and in the buckling restraining member for vibration control having a bond prevention membrane 5 or a predetermined gap between the steel-made axis force member and the filler, the filler is a thermal insulating lightweight mortar or a thermal insulating lightweight concrete.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种轻量化的屈曲抑制构件，用于在低制造成本下不增加横截面尺寸的耐火性优异的振动控制。解决方案：在用于振动控制的屈曲抑制构件1中，钢制外管3被放置在钢制轴向力构件2的外侧，钢制轴力构件和钢之间的空间填充有填料6，在钢制轴向力构件和填料之间具有防粘接膜5或预定间隙的振动抑制用屈曲抑制构件中，填料为隔热轻质砂浆或隔热轻质混凝土。版权所有（C）2005，JPO＆NCIPI

22. 发明专利

JP2005048972A Underground heat utilizing system 审中-公开
标题翻译：地下热利用系统
公开(公告)号：JP2005048972A
公开(公告)日：2005-02-24
申请号：JP2003203182
申请日：2003-07-29
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： SAEKI EIICHIRO , NAKAMURA YASUSHI , MINO JIRO
IPC分类号： F24J3/08 , F25B30/06
CPC分类号： Y02E10/10
摘要： PROBLEM TO BE SOLVED: To provide an efficient underground heat utilizing air conditioning system which can recover the heat collecting and heat releasing capabilities of an underground heat exchanger. SOLUTION: The underground heat utilizing air conditioning system is characterized in that the heat releasing or heat collecting capability of an underground heat exchanger is recovered by coupling the underground heat exchanger installed in the ground and a heat pump so that they can conduct heat exchange therebetween; switchably coupling the heat pump and a space to be air conditioned and a heat exchanger with the atmosphere; at the time of cooling/heating operation, cooling or heating the space to be air conditioned by coupling the underground heat exchanger, the heat pump and the space to be air conditioned; and, when an electricity use fee is inexpensive other than the time of the cooling/heating operation, coupling the underground heat exchanger, the heat pump and the heat exchanger with the atmosphere to subject the heat pump to the operation inverse to that at the time of the cooling/heating operation. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够回收地下热交换器的集热和放热能力的有效的地下热利用空调系统。解决方案：地下热利用空调系统的特征在于，通过将安装在地面上的地下热交换器与热泵联接，使其能够传导热量来回收地下热交换器的放热或集热能力交换; 可切换地联接热泵和待空调的空间和与大气的热交换器; 在冷却/加热操作时，通过联接地下热交换器，热泵和要空调的空间来冷却或加热待空调的空间; 并且当除了制冷/制热操作之外的电力使用费用便宜时，将地下热交换器，热泵和热交换器与大气连接，以使热泵受到与之相反的操作的冷却/加热操作。版权所有（C）2005，JPO＆NCIPI

23. 发明专利

JP2005023774A Buckling restraint member for vibration control and its manufacturing method 审中-公开
标题翻译：用于振动控制的挖掘限位构件及其制造方法
公开(公告)号：JP2005023774A
公开(公告)日：2005-01-27
申请号：JP2003389395
申请日：2003-11-19
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： SAEKI EIICHIRO , NAKAMURA HIROSHI
IPC分类号： E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide an easily manufacturable, inexpensive, and compact buckling restraint member for vibration control and to provide its manufacturing method.
SOLUTION: An external pipe 2 in the buckling restraint member 1 for vibration control is divided to form a plurality of semicylindrical divided bodies 4, a steel-made central shaft force member 3 passes through the semicylindrical divided bodies 4, then the plurality of semicylindrical divided bodies 4 are joined to constitute the external pipe 2, and filler 7 which is solidified as time elapses is filled into the external pipe 2. The plurality of semicylindrical divided bodies 4 are arranged and the external pipe 2 constituted by joining them is arranged on an outer side in an intermediate part of the steel-made central shaft force member 3 provided with an adhesion prevention coating 8. Outside diameter d3 in the radial direction of the external pipe 2 is set to be smaller than outside diameter D3 in a mounting part 9 in both end parts of the steel-made central shaft force member 3. The filler 7 which is solidified as time elapses is filled/solidified in the external pipe 2.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于振动控制的易于制造，便宜且紧凑的翘曲约束件，并提供其制造方法。解决方案：用于振动控制的屈曲约束构件1中的外管2被分割成多个半圆柱形分隔体4，钢制中心轴力构件3穿过半圆柱形分隔体4，然后多个半圆柱形分割体4被连接以构成外部管2，并且随着时间流逝而固化的填料7被填充到外部管2中。多个半圆柱形分隔体4被布置，并且通过连接构成的外部管2是布置在设置有防粘涂层8的钢制中心轴力构件3的中间部分的外侧上。外管2的径向外径d3设定为比外径D3小安装部9在钢制中心轴力构件3的两端部。随着时间的流逝而固化的填料7在外管2中被填充/凝固。CO 版权所有（C）2005，JPO＆NCIPI

24. 发明专利

JP2011047274A Foundation structure and construction method of the foundation structure 有权
标题翻译：基础结构基础结构与施工方法
公开(公告)号：JP2011047274A
公开(公告)日：2011-03-10
申请号：JP2010271538
申请日：2010-12-06
申请人： Nippon Steel Corp , Nippon Steel Engineering Co Ltd , 新日本製鐵株式会社 , 新日鉄エンジニアリング株式会社
发明人： SAEKI EIICHIRO , NAGATA MAKOTO , WADA MASATOSHI
IPC分类号： E02D27/34 , E02D27/12
摘要： PROBLEM TO BE SOLVED: To provide a foundation structure and a construction method of the foundation structure, capable of reducing the cost while securing a sufficient bearing capacity, and extending the application range regardless of the hardness of the ground.
SOLUTION: The ground in the vicinity of a pile tip of a steel pipe pile 2 is loosened after confirming that the pile tip reaches a support layer, and the load of an upper structure 4 is subsequently added thereto, whereby the steel pipe pile 2 is settled by the loosened portion to cause the pile tip to develop a bearing capacity RP1, and a bearing capacity SR is also obtained by action of ground reaction on the bottom surface of a pressure resisting slab 3 settling with the steel pipe pile 2. Accordingly, the bearing capacity of the pile tip can be sufficiently secured to enhance the overall bearing capacity (RP1+RP2+RS) of the foundation structure, and the foundation structure can be applied to a large-scaled building 1 while reducing the cost without increase of pile diameter or the number of piles. Further, since the settlement of the steel pipe pile 2 is hardly caused after the tip support force RP1 is exerted, uneven settlement can be prevented even if the surface layer ground is soft.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提供基础结构的基础结构和施工方法，能够在确保足够的承载能力的同时降低成本，并且延长施加范围，而不管地面的硬度如何。解决方案：确认桩顶到达支撑层后，钢管桩2的桩顶附近的地面松动，随后将上部结构体4的载荷加入其中，由此钢管桩2由松动部分沉降，使桩端产生承载力RP1，并且通过在与钢管桩2沉降的耐压板3的底面上的地面反作用来获得承载力SR 因此，可以充分确保桩头的承载力，以提高基础结构的总承载力（RP1 + RP2 + RS），并且可以将基础结构应用于大型建筑1，同时降低成本不增加桩直径或桩数。此外，由于在施加末端支撑力RP1之后难以引起钢管桩2的沉降，因此即使表层地面柔软，也可以防止不均匀的沉降。版权所有（C）2011，JPO＆INPIT

25. 发明专利

JP2006022499A Energy absorbing mechanism for beam-column connection section 审中-公开
标题翻译：能量吸收机构用于光束连接部分
公开(公告)号：JP2006022499A
公开(公告)日：2006-01-26
申请号：JP2004199532
申请日：2004-07-06
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： SAEKI EIICHIRO , SUZUKI TATSUTO
IPC分类号： E04H9/02 , E04B1/21 , E04B1/26 , F16F7/12 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide an energy absorbing mechanism for a beam-column connection section of a wooden or reinforced concrete structure, which functions to prevent brittle fracture of the connection section by embedding steel rods in the connection section, and using the properties of plasticization of the steel rods, that occurs by application of a tensile force to the steel rods at the time of an earthquake or the like, thereby improving the energy absorbing capacity at the connection section.
SOLUTION: At the beam-column connection section of the wooden or reinforced concrete structure, the steel rods 6 are arranged in beams in a beam lengthwise direction from the location of a column 2 over a predetermined length by using holes 5 formed in respective beam ends 4. Each steel rod 6 has plasticizing sections 8 formed of narrow sections 7 for absorbing energy at locations spaced away from column surfaces, and an unbonded member 10 is arranged on the periphery of each narrow section 7 while the other sections of the steel rod is anchored to the beam 1 by an adhesive 11.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于木或钢筋混凝土结构的梁柱连接部分的能量吸收机构，其功能是通过将钢棒嵌入连接部分中来防止连接部分的脆性断裂，并且使用通过在地震等时对钢棒施加张力而发生的钢棒的增塑性，从而提高连接部的能量吸收能力。解决方案：在木制或钢筋混凝土结构的梁 - 柱连接部分处，钢杆6通过使用形成于孔中的孔5，从柱2的位置预定长度上沿梁长度方向布置成梁每个钢杆6具有由狭窄部分7形成的增塑部分8，用于在与柱表面间隔开的位置处吸收能量，并且在每个窄部分7的周边上设置有未连接部件10，而其它部分钢棒通过粘合剂11锚固在梁1上。版权所有（C）2006，JPO＆NCIPI

26. 发明专利

JP2005336815A Underground snow melting tank by hollow pipe body buried by rotary press-in construction method, snow melting facility having this tank and operation method of snow melting facility 有权
标题翻译：通过旋转式压入式施工方法，由本实施方式的滑雪装置和滑雪装置的操作方法由中空管体组成的地下雪融化罐
公开(公告)号：JP2005336815A
公开(公告)日：2005-12-08
申请号：JP2004156125
申请日：2004-05-26
申请人： Hokkaido Univ , Nippon Steel Corp , 国立大学法人北海道大学 , 新日本製鐵株式会社
发明人： NAGANO KATSUNORI , NAKAMURA YASUSHI , SAEKI EIICHIRO
IPC分类号： E01H5/10 , E01C11/26 , E02D5/56 , E02D27/12 , F24F3/00 , F24F5/00 , F24J3/08 , F25B30/06
CPC分类号： Y02B10/40 , Y02E10/10
摘要： PROBLEM TO BE SOLVED: To provide an underground snow melting tank capable of largely restraining construction cost, a snow melting facility having the underground snow melting tank, and an operation method of this snow melting facility.
SOLUTION: This underground snow melting tank is constructed by using an inside space of a buried hollow pipe body 1 as a snow melting chamber by being rotatably penetrated into the ground by adding torque to the hollow pipe body 1 for installing a rotary blade 2 composed of a spiral blade in a lower end part, or the underground snow melting tank 26 is constructed by using the inside space of the buried hollow pipe body 1 as the snow melting chamber by being rotatably pressed in the ground by adding the torque and downward force to the hollow pipe body 1 for installing the rotary blade in the lower end part. The snow melting facility has the underground snow melting tank 26.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够大大限制建筑成本的地下雪熔化罐，具有地下积雪融化槽的融雪设施以及该雪融化设施的操作方法。解决方案：该地下雪熔池是通过将埋入中空管体1的内部空间作为雪熔化室而构成的，其通过向中空管体1施加扭矩而旋转地穿透到地面中，用于安装旋转叶片 2由下端部的螺旋叶片构成，或者地下雪熔化槽26通过将埋入的中空管体1的内部空间作为雪熔化室，通过添加扭矩而被旋转地压入地面而构成，向下压到中空管体1，用于将旋转刀片安装在下端部。雪融化设施具有地下积雪融化罐26.版权所有（C）2006，JPO＆NCIPI

27. 发明专利

JP2004225473A Barrier-freeing modification structure of stairs room type multiple dwelling house 有权
标题翻译：房间类型多功能房屋的无障碍修改结构
公开(公告)号：JP2004225473A
公开(公告)日：2004-08-12
申请号：JP2003017541
申请日：2003-01-27
申请人： Ichiura Toshi Kaihatsu Consultants:Kk , Nippon Steel Corp , 新日本製鐵株式会社 , 株式会社市浦都市開発コンサルタンツ
发明人： SAEKI EIICHIRO , WATANABE ATSUSHI , YOSHIMURA HITOSHI , SATO SHUNJI , KOBAYASHI AKIRA
IPC分类号： E04H1/04 , E04F11/00 , E04G23/02 , E04G23/08
CPC分类号： E04G23/0266
摘要： PROBLEM TO BE SOLVED: To provide an inexpensive barrier-freeing modification structure of a stairs room type multiple dwelling house short in a construction period, superior in an aesthetic appearance, and enabling a resident to dwell during a work period. SOLUTION: In this barrier-freeing modification structure of the stairs room type multiple dwelling house, a horizontal external corridor of a suspending structure is arranged on the stairs side of an existing stairs room type multiple dwelling house, and a horizontal corridor is arranged between the horizontal external corridor and respective floor porches, and an external elevator is also arranged so as to connect with the horizontal external corridor. COPYRIGHT: (C)2004,JPO&NCIPI
摘要翻译：要解决的问题：为了提供在施工期间短暂的楼梯式多重住宅的廉价的隔离改造结构，在外观上优越，并使居民在工作期间停留。解决方案：在楼梯间多重住宅的这种无障碍改造结构中，在现有的楼梯房型多层住宅的楼梯侧设有一个悬挂结构的水平外部走廊，水平走廊为布置在水平外部走廊和相应的楼层门廊之间，并且外部电梯也被布置成与水平外部走廊连接。版权所有（C）2004，JPO＆NCIPI

28. 发明专利

JP2004150266A Base isolation device 有权
标题翻译：基座隔离装置
公开(公告)号：JP2004150266A
公开(公告)日：2004-05-27
申请号：JP2003384501
申请日：2003-11-14
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： SAEKI EIICHIRO , WATANABE ATSUSHI , SUZUKI KAZUSADA
IPC分类号： E04B1/36 , E02D27/34 , E04H9/02 , F16F7/00 , F16F7/12 , F16F15/02 , F16F15/04 , F16F15/06
摘要： PROBLEM TO BE SOLVED: To provide a base isolation device for dispersing a part for receiving stress of a member over the whole member, and absorbing energy by an earthquake by effectively using the whole member by expanding a plasticization range.
SOLUTION: This plastic history type base isolation device has a damping mechanism for respectively fixing both end parts of a plurality of U-shaped curved members composed of an elastic plastic material to an upper structure and a lower structure, and has an U-shaped curved member having the ratio of a tip width to an end part width of the curved members falling within a range larger than 1 and smaller than 2, having the straight line part length of the U-shaped curved member of 10 cm to 70 cm, and having the ratio of the curved part length of the U-shaped curved member to the plate thickness of the member larger than 2.5.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种基体隔离装置，用于分散用于在整个构件上接收构件的应力的部件，并且通过扩大塑化范围有效地使用整个构件，通过地震来吸收能量。解决方案：该塑料历史型基体隔离装置具有用于将由弹性塑料材料构成的多个U形弯曲构件的两个端部分别固定到上部结构和下部结构的阻尼机构，并且具有U 形弯曲构件，其顶端宽度与弯曲构件的端部部分宽度的比率落入大于1且小于2的范围内，其中U形弯曲构件的直线部分长度为10cm至70 并且具有U形弯曲构件的弯曲部分长度与构件的板厚度的比率大于2.5。版权所有（C）2004，JPO

29. 发明专利

JP2003074045A Ground examining method and device 有权
标题翻译：地面检查方法和装置
公开(公告)号：JP2003074045A
公开(公告)日：2003-03-12
申请号：JP2001295334
申请日：2001-09-27
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： SAEKI EIICHIRO , NAGATA MAKOTO
IPC分类号： E02D1/02 , G01L3/00 , G01L5/00
摘要： PROBLEM TO BE SOLVED: To provide a ground examining method and device capable of obtaining the accurate data of the ground.
SOLUTION: This ground examining device 1 is formed to continuously measure a rotary load and a tip depth when pressing a rod provided with excavating blades at a tip thereof into the ground with rotation, and the rotary load can be continuously and accurately measured. This ground examining method can accurately detect a thin soft layer to realize the excellent design of steel pipe piles and execution that boring is stopped at the upper part of a thick support layer under the soft layer.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供能够获得地面准确数据的地面检查方法和装置。解决方案：该地面检查装置1形成为在旋转时将设置有挖掘刀片的杆的杆压入地面时连续地测量旋转载荷和尖端深度，并且可以连续且精确地测量旋转载荷。这种地面检查方法可以精确检测薄软层，实现钢管桩的优良设计，并在软层下方的厚支撑层的上部停止钻孔。

30. 发明专利

JP2003027455A Construction method for creating pile using granulated blast furnace slag 有权
标题翻译：使用造粒BLAST FURNACE SLAG创建桩的施工方法
公开(公告)号：JP2003027455A
公开(公告)日：2003-01-29
申请号：JP2001247438
申请日：2001-07-13
申请人： Fudo Constr Co Ltd , Nippon Steel Corp , 不動建設株式会社 , 新日本製鐵株式会社
发明人： SAEKI EIICHIRO , NAKAGAWA MASAO , HIRASHIMA YUTAKA , YAMAMOTO MINORU , KUWABARA SHIGEKI , NAKANO KENJI
IPC分类号： E02D5/46 , E02D3/08
摘要： PROBLEM TO BE SOLVED: To create a pile using a granulated blast furnace slag. SOLUTION: When the pile equipped with prescribed strength and permeability is created in soft ground under a compaction method by using an admixture in which cement, an alkaline irritant such as lime, and water are added to the granulated blast furnace slag, a diagram of a relationship between the density and uniaxial compressive strength of the admixture in which alkaline- irritant loading is made constant, a diagram of a relationship between the density and permeability coefficient of the admixture, and a diagram of a relationship between the density and pressing force of the admixture are utilized. When only the strength of the pile is set to be at a prescribed level, the first and third diagrams are utilized.
摘要翻译：要解决的问题：使用造粒高炉炉渣生产桩。解决方案：当采用压实方法的软土地下，通过使用水泥，碱性刺激物如石灰和水等添加到颗粒状高炉矿渣中的混合物，在堆肥中加入预定强度和渗透性的桩，使碱性刺激负荷恒定的混合物的密度和单轴抗压强度之间的关系，混合物的密度和渗透系数之间的关系图以及密度与挤压力之间的关系的图使用混合物。当仅将桩的强度设定在规定水平时，利用第一和第三图。

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式