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1. 发明专利

JP2005146772A Roof supporting structural body unit, large space roof structure and construction methods of them 审中-公开
标题翻译：屋顶支撑结构体单位，大空间屋顶结构及其施工方法
公开(公告)号：JP2005146772A
公开(公告)日：2005-06-09
申请号：JP2003389364
申请日：2003-11-19
申请人： Kajima Corp , Nippon Steel Corp , 新日本製鐵株式会社 , 鹿島建設株式会社
发明人： SAEKI EIICHIRO , KAMIYAMA KAORU , SUZUKI TATSUTO , OKA KAZUHIKO , IMOO MAKOTO , AOKI KOICHI , YOSHIMURA BIKI
IPC分类号： E04B1/34 , E04B7/14 , E04G21/14 , E04H15/34
摘要： PROBLEM TO BE SOLVED: To provide a large space roof structure with a simple structure, a roof supporting structural body unit used therefor and construction methods of them capable of being applied also to a membrane roof structure on which force blowing up caused by wind acts.
SOLUTION: The end sections of an upper main cable 1 are fixed to the upper parts of struts 5 erected so as to oppose them at an interval, a large number of vertical subsidiary cables 3 supported by the upper main cable 1 are hung down at intervals in the longitudinal direction of the upper main cable 1, a projected and curved lower main cable is opposed to the upper main cable 1 at an interval and, at the same time, the roof supporting structural body unit 6 fixes the projected and curved lower main cable 2 at a lower part of the strut 5 on a place supported by a large number of vertical subsidiary cables 3. The roof supporting structural body units 6 are provided at regular intervals, a plurality of laterally subsidiary cables are arranged and are closely connected so that the laterally subsidiary cables 4 can be crossed over the lower main cable 2 in each roof supporting structural body unit 6 and that a roof finish 10 can be held by the lower main cable 2 and each laterally subsidiary cable 4.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种具有简单结构的大型空间屋顶结构，其使用的屋顶支撑结构体单元及其施工方法也可以应用于膜屋顶结构，在该屋顶结构上由风行为。解决方案：上主电缆1的端部固定到竖立的支柱5的上部，以便间隔地与它们相对，由上主电缆1支撑的大量垂直辅助电缆3被挂起在上主电缆1的长度方向间隔地向下延伸，突出的弯曲的下主电缆以间隔与上主电缆1相对，并且同时，屋顶支撑结构体单元6固定投影和在由大量垂直辅助电缆3支撑的位置处的支柱5的下部处的弯曲的下主电缆2.顶部支撑结构体单元6以规则的间隔设置，多个横向辅助电缆被布置并且紧密连接，使得横向辅助电缆4可以跨过每个屋顶支撑结构体单元6中的下主电缆2，并且顶盖10可以由下主电缆2和每个侧向子日记电缆4.版权所有（C）2005，JPO＆NCIPI

2. 发明专利

JP2007113277A Roof structural body and its construction method 有权
标题翻译：屋顶结构体及其施工方法
公开(公告)号：JP2007113277A
公开(公告)日：2007-05-10
申请号：JP2005306035
申请日：2005-10-20
申请人： Kajima Corp , Nippon Steel Engineering Co Ltd , 新日鉄エンジニアリング株式会社 , 鹿島建設株式会社
发明人： SAEKI EIICHIRO , SUZUKI TATSUTO , OKAGAWA TAKESHI , TOMIMOTO ATSUSHI , OKAMURA KOJI , OKA KAZUHIKO , KUROKAWA YASUTSUGU , TANABE HIROAKI , OMURA TOSHIO , SAKA TOSHIHIDE , HAYASHIDA KOJI
IPC分类号： E04B7/14 , E04B1/34
摘要： PROBLEM TO BE SOLVED: To provide a roof structural body and its construction method for promoting reduction of its weight and reducing time and labor required for construction to reduce cost sufficiently.
SOLUTION: A roof material 20 is lifted and supported by an upper cable material 12 and a vertical cable material 14 provided in a downwardly projecting manner and can resist to upward force when blowing-up force when strong wind blows acting on the roof material 20 exceeds self-weight by a lower cable material 13 and the vertical cable material 14 provided in an upwardly projecting manner, and stability of a roof face is ensured even without providing a beam made of steel frame to promote reduction of weight. Since it is possible to dispense with a horizontal reinforcing rigid beam and a tension cable connected with it, time and labor required for the work related to joining of them can be reduced and construction cost can be sufficiently reduced.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种屋顶结构体及其施工方法，用于减轻重量并减少施工所需的时间和劳动力以充分降低成本。解决方案：屋顶材料20由上电缆材料12和垂直电缆材料14提升和支撑，该电缆材料12和垂直电缆材料14以向下突出的方式设置，并且当强风吹动作用在屋顶上时可以抵抗向上的力材料20通过下部电缆材料13和垂直电缆材料14以向上突出的方式设置超过自重，并且即使不提供由钢框架制成的梁来促进重量的减轻，也确保了屋顶面的稳定性。由于可以省略与其连接的水平加强刚性梁和张力电缆，所以可以减少与其连接相关的工作所需的时间和人力，并且可以充分降低施工成本。版权所有（C）2007，JPO＆INPIT

3. 发明专利

JP2013133662A Suspension type steel-framed roof frame, and method for constructing steel-framed roof 审中-公开
标题翻译：悬挂式钢框架，以及构造钢框架的方法
公开(公告)号：JP2013133662A
公开(公告)日：2013-07-08
申请号：JP2011285367
申请日：2011-12-27
申请人： Nippon Steel & Sumikin Engineering Co Ltd , 新日鉄住金エンジニアリング株式会社 , Kajima Corp , 鹿島建設株式会社
发明人： TOMIMOTO ATSUSHI , KAJI YUSAKU , SAEKI EIICHIRO , HAYASHI KENICHI , OKA KAZUHIKO
IPC分类号： E04B1/34
摘要： PROBLEM TO BE SOLVED: To provide a suspension type steel-framed roof frame that eliminates the need for temporarily installed columns and thereby eliminating assembling and disassembling operations for them, and also does not limit roof area so as to support a roof having desired area, and a method for constructing a steel-framed roof.SOLUTION: A method for constructing a steel-framed roof includes: a first step of standing a pair of steel frame columns 1A and 1A apart in a ridge direction and standing a pair of steel frame columns 1B and 1B while putting them apart in a span direction; a second step of extending upper chord cables 2 and 2 to which two or more vertical cables 3, ..., are assembled between each pair of steel frame columns; and a third step of preparing division roof frames 4A-4E formed by dividing a steel-framed roof frame 4 with plane area sectioned with four steel frame columns in two pairs into two or more in the ridge direction, fixing the division roof frames to the vertical cables 3, ..., drooped from the upper chord cables 2 and 2 in the respective pairs, and connecting the fixed division roof frames mutually with the vertical cables 3, ..., so as to construct the steel-framed roof frame 4.
摘要翻译：要解决的问题：提供一种悬架式钢框架，其不需要临时安装的塔，从而消除了对它们的组装和拆卸操作，并且也不限制屋顶区域，以支撑具有期望面积的屋顶，以及一种用于构造钢框架屋顶的方法。解决方案：一种用于构造钢框屋顶的方法，包括：将一对钢架柱1A和1A沿脊方向分开并站立一对钢框架的第一步骤列1B和1B，同时将它们沿跨度方向分开; 将两条或多条垂直电缆3 ...组装在每对钢框架柱之间的上弦线2和2延伸的第二步骤; 以及第三步骤，通过将钢框架屋顶框架4与四个钢框架柱两侧分开的平面区域划分成两个或更多个在脊方向上而形成的划分屋顶框架4A-4E，将分隔屋顶框架固定到垂直电缆3，...从上弦线缆2和2分别成对地下垂，并将固定分割的车顶框架与垂直电缆3，...相互连接，以便构成钢框架的车顶框架 4。

4. 发明专利

JP2010196391A Roof structure 有权
标题翻译：屋顶结构
公开(公告)号：JP2010196391A
公开(公告)日：2010-09-09
申请号：JP2009043639
申请日：2009-02-26
申请人： Kajima Corp , Nippon Steel Engineering Co Ltd , 新日鉄エンジニアリング株式会社 , 鹿島建設株式会社
发明人： OKAMURA KOJI , SAEKI EIICHIRO , HIGUCHI KOHEI , HAYASHI KENICHI , TOMIMOTO ATSUSHI
IPC分类号： E04B7/14 , E04B1/34
摘要： PROBLEM TO BE SOLVED: To provide a roof structure lightweight, low in cost with durability and reducing roof structural members to attain simplification, not to mention facilitating construction and allowing the construction of a large roof even in a complicated site shape of a mountain area or the like regardless of the geographical features of a place to be covered with a roof.
SOLUTION: The roof structure is composed of pairs of posts 2 erected at predetermined spaces, upper cables 3 laid in downward convex shape between the posts 2; lower cables 4 laid in arch shape between the pairs of posts 2 under the upper cables 3; a plurality of vertical cables 5 laid between the upper and lower cables 3, 4; and a roof material 6 installed on the upper faces of the lower cables 4 along the upper faces.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种重量轻，成本低，耐用性高的屋顶结构，并且减少屋顶结构构件以实现简化，更不用说方便施工并且即使在复杂的位置形状山区等，不管被屋顶覆盖的地方的地理特征如何。解决方案：屋顶结构由竖立在预定空间处的一对立柱2组成，上部电缆3在柱2之间呈向下凸出的形状; 在上部电缆3下面的成对的柱子2之间成拱形的下部电缆4; 布置在上部和下部电缆3,4之间的多个垂直电缆5; 以及沿着上表面安装在下电缆4的上表面上的屋顶材料6。版权所有（C）2010，JPO＆INPIT

5. 发明专利

JP2005105812A Pile head reinforcing member, and pile head reinforcing structure using the same 审中-公开
标题翻译：桩头加固构件和使用其的桩头加固结构
公开(公告)号：JP2005105812A
公开(公告)日：2005-04-21
申请号：JP2004260943
申请日：2004-09-08
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： SAEKI EIICHIRO , NAGATA MAKOTO , TOMIMOTO ATSUSHI
IPC分类号： E02D27/12
摘要： PROBLEM TO BE SOLVED: To provide a pile head reinforcing member and a pile head reinforcing structure of simple structure for bonding a pile head of a foundation pile to a foundation structure and capable of reducing the work in a construction field to restrict the construction cost low. SOLUTION: In the pile head reinforcing structure, the pile head reinforcing member 1 provided with a plurality of reinforcing bars 4 by welding to extend upward to be connected to an upper structure is bonded to the periphery of a cylindrical steel ring 2 having an inner diameter a little larger than the outer diameter of the pile head 3a of the foundation pile 3 by fitting the cylindrical steel ring 2 on the pile head 3a of the foundation pile 3, filling a space between outside the pile head of the foundation pile 3 and inside the pile head reinforcing member 1 with a filling and solidifying material 6 selected from mortar and cement paste for solidification. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于将基桩的桩头结合到基础结构上的简单结构的桩头加强构件和桩头加强结构，并且能够减少施工现场的作业以限制施工成本低。解决方案：在桩头加强结构中，通过焊接设置有多个钢筋4以向上延伸以连接到上部结构的桩头加强构件1接合到圆柱形钢环2的周边，圆柱形钢环2具有通过将圆柱形钢环2装配在基础桩3的桩头3a上，填充基础桩3的桩头外部之间的空间，从而使基础桩3的桩头3a的外径稍大的内径 3和桩头加强件1内部具有选自用于凝固的砂浆和水泥浆料的填充和固化材料6。版权所有（C）2005，JPO＆NCIPI

6. 发明专利

JP2004316421A Rotary press-in steel pipe pile 审中-公开
公开(公告)号：JP2004316421A
公开(公告)日：2004-11-11
申请号：JP2004198494
申请日：2004-07-05
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： SAEKI EIICHIRO , NAGATA MAKOTO , OKI HITOSHI , HATTA YOSHIMICHI
IPC分类号： E02D5/56 , E02D7/22
摘要： PROBLEM TO BE SOLVED: To provide a rotary press-in steel pipe pile with a blade of a large diameter which attains a smooth workability and an inexpensive manufacturing cost.
SOLUTION: The steel pipe pile with a blade to be rotationally pressed into the ground has its spiral blade affixed firmly on the tip end of the steel pipe pile which is spirally cut. The uneven part between the start end and the terminal end of the tip part of the steel pipe pile spirally cut is formed into an arcuate shape.
COPYRIGHT: (C)2005,JPO&NCIPI

7. 发明专利

JP2004233031A Underground heat exchanger by hollow tubular body embedded by rotating press-fitting method, and highly efficient energy system using the same 审中-公开
公开(公告)号：JP2004233031A
公开(公告)日：2004-08-19
申请号：JP2003129223
申请日：2003-05-07
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： NAKAMURA YASUSHI , SAEKI EIICHIRO , ISHIBASHI YOICHI
IPC分类号： E02D5/56 , F24J3/08 , F28D21/00 , F28F9/00
CPC分类号： F24J3/084 , F24J3/086 , Y02E10/125 , Y02E10/16
摘要： PROBLEM TO BE SOLVED: To provide an underground heat exchanger capable of considerably shortening the step compared with that of a known underground heat exchanger, and considerably suppressing the construction cost, and a highly efficient energy system using the underground heat exchanger. SOLUTION: A hollow tubular body 1 is embedded by rotating and press-fitting the hollow tubular body 1 with a rotary blade 2 fitted to a lower end portion thereof by applying the rotational force and the downward force to the hollow tubular body. A bottom lid 3 is provided on a lower end portion or an intermediate portion in the hollow tubular body 1 to close the inside of the hollow tubular body 1, and the underground heat exchanger is constituted by utilizing an internal space of the hollow tubular body 1. The highly efficient energy system utilizes the underground heat exchanger. COPYRIGHT: (C)2004,JPO&NCIPI

8. 发明专利

JP2003343116A Axial yield type elasto-plastic hysteretic brace and damping steel farmed structure 审中-公开
标题翻译：轴向类型弹塑性休闲鞋和阻燃钢制结构
公开(公告)号：JP2003343116A
公开(公告)日：2003-12-03
申请号：JP2003163678
申请日：2003-06-09
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： NAKAMURA HIROSHI , TAKEUCHI TORU , KIMURA ISAO , HASEGAWA HISAMI , SAEKI EIICHIRO , WATANABE ATSUSHI
IPC分类号： E04H9/02 , E04H9/14 , F16F7/12
摘要： PROBLEM TO BE SOLVED: To provide an axial yield type elasto-plastic hysteretic brace absorbing vibration energy such as an earthquake, wind force, or the like to a building or a steel farmed structure and a damping steel framed structure using the same.
SOLUTION: In an axial yield type elasto-plastic hysteretic brace 1 in which a steel central axial force member 3 is inserted in a concrete member 2 for preventing buckling reinforced with a steel member 6 and an unbonded film 4 is formed at the interface between the steel central axial force member and the concrete 5 for preventing buckling. The cleavage line rigidity in the film thickness direction of the unbonding film is 0.1 N/mm
2 or higher in between 0-50% in compression strain, 21,000 N/mm
2 or lower in between 50-75% in compression strain and the film thickness d
t , d
w of the unbonded film is ≥0.5% as thick as the plate thickness (t) of the steel central axial force member and ≤10% as thin as the plate thickness (w) respectively to achieve the above property, moreover, it is achieved by use of the axial yield type elasto-plastic hysteretic brace to a damping steel framed structure.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：向建筑物或钢结构的建筑物和使用其的阻尼钢框架结构提供诸如地震，风力等振动能量的轴向屈服型弹性塑性滞后支架。解决方案：在轴向屈服型弹塑性滞回支架1中，其中钢中心轴向力构件3插入到用于防止由钢构件6和未粘合膜4增强的弯曲的混凝土构件2中，形成在钢中央轴向力构件与混凝土5之间的界面，用于防止弯曲。非粘合膜的膜厚方向的切割线刚性在压缩应变为0-50％之间为0.1N / mm 2 / SP以上，21,000N / mm×SP> 2 或更低的压缩应变在50-75％之间，并且未粘结膜的膜厚度d t ，d SB SB = w S / SSB≥0.5％厚度（t ），钢板中心轴向力构件分别为薄板厚度（w）≤10％，达到上述性能，此外，采用轴向屈服型弹塑性滞后支撑将阻尼钢框架结构体。版权所有（C）2004，JPO

9. 发明专利

JP2002371552A Rotary press-in steel pipe pile, rotary press-in reinforced concrete pile, and method of manufacturing rotary press-in steel pipe pile and rotary pres-in reinforced concrete pile 审中-公开
标题翻译：旋转压力钢管，旋转式加压混凝土桩，以及制造旋转压力钢管和旋转预加强混凝土桩的方法
公开(公告)号：JP2002371552A
公开(公告)日：2002-12-26
申请号：JP2001183588
申请日：2001-06-18
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： YAMAZAKI TAKESHI , SAEKI EIICHIRO , NAGATA MAKOTO
IPC分类号： E02D5/72 , E02D5/28 , E02D5/30
摘要： PROBLEM TO BE SOLVED: To provide a rotary press-in pile and a method of manufacturing the rotary press-in pile reducing the manufacturing cost of the rotary press-in pile and improving productivity to shorten a construction period for construction work.
SOLUTION: Three blade-like excavating edges 4, 5, 6 formed by slits 16 at appropriate spaces from the lower part of a steel pipe member 9 are pressed outward and raised to form the blade-like excavating edges 4, 5, 6. A drill-like excavating edge 3 is formed among the blade-like excavating edges 4, 5, 6. Drill-like excavating edge forming pieces 21, 22, 23 left below the blade-like excavating edges 4, 5, 6 in the outward pressed-out and raised state are drawn inward from the tips, and the tip parts are welded to a drill-like tip part 12 so as to be formed in approximately inverted conical shape.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供一种旋转压入桩和旋转压入桩的制造方法，降低了旋转压入桩的制造成本，提高了生产率，缩短了施工工期。解决方案：在与钢管构件9的下部适当的空间处由狭缝16形成的三个叶片状挖掘边缘4,56向外压出并形成叶片状挖掘边缘4,5,6。在叶片状挖掘边缘4,5,6之间形成有钻头状的挖掘边缘3，钻出的挖掘边缘形成片21,22,23在向外按压的叶片状的挖掘边缘4,5,6的下面顶部和凸起状态从尖端向内拉，并且尖端部分被焊接到钻头状尖端部分12，以便形成为大致倒圆锥形。

10. 发明专利

JP2006275100A Metallic hollow pipe damper 审中-公开
标题翻译：金属中空管阻尼器
公开(公告)号：JP2006275100A
公开(公告)日：2006-10-12
申请号：JP2005092228
申请日：2005-03-28
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： KATO TSUTOMU , NAKAMURA HIROSHI , SAEKI EIICHIRO , SHIMURA YASUMI
IPC分类号： F16F7/12 , E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a vibration damping device, easily replaceable, by being preferentially damaged instead of a main structural member, when receiving external force such as an earthquake and wind, by easily constructing the vibration damping device by using a metallic hollow pipe. SOLUTION: A circular steel pipe damper 1 has the circular steel pipe damper 1 and a circular flange 3 fixed by welding to both end parts of the circular steel pipe damper 1 so as to be orthogonal to the shaft direction of this circular steel pipe damper 1. For detachably arranging the circular steel pipe damper 1 between relatively moving two structural members 2, bolt inserting holes 5 are arranged in a plurality in an outer peripheral part of the flange 3. The circular steel pipe damper 1 is detachably installed by a bolt 6 so that the shaft direction of the circular steel pipe damper 1 is orthogonal to the structural members 2. The circular steel pipe damper 1 having the length of 364 mm, a diameter of 210 mm, the plate thickness of 14 mm and the ratio of the length to the diameter of √3 is used. The length and the diameter are not limited to this value, and the circular steel pipe damper 1 having the ratio of the length to the diameter of 1.7 to 3.0 is preferable. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种减振装置，通过在受到诸如地震和风之类的外力的作用下，通过优先地被损坏而不是主要结构构件来容易地更换，通过使用金属中空管。解决方案：圆钢管阻尼器1具有圆钢管阻尼器1和圆形凸缘3，该圆形凸缘3通过焊接固定在圆钢管阻尼器1的两个端部上，以与该圆钢的轴向正交管状阻尼器1.为了将圆形钢管阻尼器1可拆卸地布置在相对移动的两个结构构件2之间，螺栓插入孔5多个布置在凸缘3的外周部分中。圆形钢管阻尼器1可拆卸地安装在螺栓6，使得圆钢管阻尼器1的轴方向与结构构件2正交。将圆钢管阻尼器1的长度为364mm，直径为210mm，板厚为14mm，使用长度与直径的比3。长度和直径不限于此，优选长径比为1.7〜3.0的圆钢管阻尼器1。版权所有（C）2007，JPO＆INPIT

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