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1. 发明专利

JP2012031651A Partition stud and partition wall structure 有权
标题翻译：分区研究和分区墙结构
公开(公告)号：JP2012031651A
公开(公告)日：2012-02-16
申请号：JP2010172665
申请日：2010-07-30
申请人： Okuchi Kensan Kk , Sekisui House Ltd , Sumitomo Metal Ind Ltd , 住友金属工業株式会社 , 奥地建産株式会社 , 積水ハウス株式会社
发明人： NOGUCHI SATOSHI , NAKANO AYA , KAMIYA HIROSHI , TO MASAAKI , KIMURA MITSUNOBU , SHISHIDO TADAICHI , KOBAYASHI TSUTOMU , OKUCHI MAKOTO , TAKANO WATARU
IPC分类号： E04B2/74
摘要： PROBLEM TO BE SOLVED: To provide a partition stud using a lip channel steel with a C-shape cross section capable of reducing processing costs and material costs while saving weight, which can suppress occurrence of construction error and noise generation due to environmental vibration, and to provide a partition wall structure using the partition stud.SOLUTION: A partition stud 1 is formed of a lip channel steel with a C-shape cross section having a channel shape with an opening in one direction and lips 5 at both sides of the opening respectively. The lip 5 of the partition stud 1 to fix a partition board 15 has cut off corners at an upper end and a lower end.
摘要翻译：要解决的问题：提供一种使用具有C形截面的唇形通道钢的分隔柱，其能够在节省重量的同时降低加工成本和材料成本，这可以抑制由于环境而引起的施工误差和噪声产生的发生振动，并且使用分隔柱提供分隔壁结构。解决方案：分隔柱1由具有在一个方向上具有开口的通道形状的C形横截面的唇形通道钢和分别在开口两侧的唇部5形成。用于固定隔板15的分隔柱1的唇缘5在上端和下端处具有切断的角部。版权所有（C）2012，JPO＆INPIT

2. 发明专利

JP2011017220A Skeleton of rigid-framed structure 有权
标题翻译：刚性框架结构的骨架
公开(公告)号：JP2011017220A
公开(公告)日：2011-01-27
申请号：JP2009163818
申请日：2009-07-10
申请人： Sekisui House Ltd , Sumitomo Metal Ind Ltd , 住友金属工業株式会社 , 積水ハウス株式会社
发明人： KOBAYASHI TSUTOMU , TASAKA MASAHIRA , OKABE JUNJI , HIGASHIDA TOYOHIKO , TOSHIRO YU
IPC分类号： E04H9/02 , E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a skeleton of a rigid-framed structure capable of resisting an external force like an earthquake within an elastic range of a column and a beam, and of securing a wide opening without having a reinforcing member like a brace in the frame.SOLUTION: In the skeleton of the rigid-framed structure including a lower-story beam 2, an upper-story beam 3 and a column 1 arranged between the lower-story beam 2 and the upper-story beam 3, the lower-story beam 2 is joined to the column 1 while the upper-story beam 3 is joined to the column 1 respectively by the intermediary of joint metal pieces 4 arranged at the joints. The joint metal pieces 4 are arranged on both end sides of the column 1 in the longitudinal direction between the lower-story beam 2 and the upper-story beam 3. The joint metal pieces 4 and the column 1 are rigidly joined to each other. The joint metal pieces 4 are joined to the lower-story beam 2 and to the upper-story beam 3, respectively, by means of pin joint. The skeleton resists the external force applied to the same by being plastically deformed while maintaining the elasticity of the column 1, the lower-story beam 2 and the upper-story beam 3.
摘要翻译：要解决的问题：提供能够抵抗柱和梁的弹性范围内的地震等外力的刚性框架结构的骨架，并且固定宽开口而不具有类似支架的加强构件框架。解决方案：在刚构框架的骨架中，包括下层梁2，上层梁3和布置在下层梁2和上层梁3之间的柱1，下层梁3 - 梁2连接到柱1，而上层梁3分别通过布置在接头处的接头金属片4的中间连接到柱1。接头金属片4在下层梁2和上层梁3之间沿长度方向布置在柱1的两端。接合金属片4和柱1彼此刚性地接合。接头金属片4通过销接头分别接合到下层梁2和上层梁3。骨架通过塑性变形而抵抗施加到其上的外力，同时保持柱1，下层梁2和上层梁3的弹性。

3. 发明专利

JP2008045337A Method for processing pile head of steel pipe pile 审中-公开
标题翻译：钢管桩加工方法
公开(公告)号：JP2008045337A
公开(公告)日：2008-02-28
申请号：JP2006222168
申请日：2006-08-17
申请人： Sekisui House Ltd , Sumitomo Metal Ind Ltd , Univ Of Tokyo , 住友金属工業株式会社 , 国立大学法人東京大学 , 積水ハウス株式会社
发明人： NISHIZAKI MAKOTO , HIRAMATSU TETSUO , KOJIMA TAKASHI , SUMITOMO YOSHINORI , KUWAMURA HITOSHI , SHISHIDO TADAICHI , SENDA HIKARI , KOBAYASHI TSUTOMU
IPC分类号： E02D5/34 , E02D27/12
摘要： PROBLEM TO BE SOLVED: To provide a method for processing the pile head of a steel pipe pile by which method a space formed between the pile head of the steel pipe pile and a pile head cap is filled with a filler to fix the pile head cap to the pile head of the steel pipe pile.
SOLUTION: According to the method for processing the pile head of the steel pipe pile, the pile head 2 of the steel pipe pile 1 buried in the ground is capped with the pile head cap 5 having a pile head plate 3 bearing the load of a construction and a cylindrical portion 4 whose one end is connected to the pile head plate 3, and the space 6 formed between the pile head 2 of the steel pipe pile 1 and the pile head cap 5 is filled with the filler 7. The outer peripheral surface 2a of the pile head 2 and the inner peripheral surface 4a of the cylindrical portion 4 form a gap 8, in which a wedge member 9 having a front end section of an approximate wedge shape is inserted from below the gap 8.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：解决的问题：提供一种处理钢管桩的桩头的方法，通过该方法，在钢管桩的桩头和桩头帽之间形成的空间填充有填料以固定桩头头到钢管桩桩头。解决方案：根据钢管桩的桩头加工方法，埋在地下的钢管桩1的桩头2用桩头板5盖住，桩头盖5具有桩头板3，承载有一个结构的负荷和一个端头连接到桩头板3的圆筒部分4，并且形成在钢管桩1的桩头2和桩头帽5之间的空间6填充有填料7。绒毛头2的外周面2a和圆筒部4的内周面4a形成间隙8，在间隙8的下方插入有具有大致楔形状的前端部的楔形构件9。版权所有（C）2008，JPO＆INPIT

4. 发明专利

JP2012122192A Portal frame structure 有权
标题翻译：门式框架结构
公开(公告)号：JP2012122192A
公开(公告)日：2012-06-28
申请号：JP2010271037
申请日：2010-12-06
申请人： Sekisui House Ltd , Sumitomo Metal Ind Ltd , 住友金属工業株式会社 , 積水ハウス株式会社
发明人： KOBAYASHI TSUTOMU , TASAKA MASAHIRA , OKABE JUNJI , TANIGAWA SEIJI , HIGASHIDA TOYOHIKO , NAKABAYASHI MIKITAKA , AZUMA YOSHIAKI , TOSHIRO YU
IPC分类号： E04B1/24
摘要： PROBLEM TO BE SOLVED: To provide a portal frame structure having sufficient horizontal rigidity and capable of keeping main materials of a column and a beam elastic so that a portal frame can yield stably and capable of controlling the horizontal strength of the frame so as not to apply excessive burdens on an anchor bolt and others.SOLUTION: A portal frame structure 1 using a H-steel as main materials of a column and a beam is provided with a bracket part 2 comprising a horizontal bracket part 3 outside the beam end and a vertical support part 4 connecting the horizontal bracket part 3 and a column head, and the shape and material of the horizontal bracket part 3 is set so that the horizontal bracket part 3 undergoes shearing yield prior to yield of the column and the beam. When a horizontal force is applied to the portal frame, the horizontal bracket part 3 installed between the beam end and the column head is set to undergo shearing yield prior to the column and the beam, so as to maintain the elasticity of the column and the beam and to secure the deformation capacity in the entire portal frame. If the bracket part 2 is configured to be removable, only the bracket part 2 can be exchanged when the horizontal bracket part 3 undergoes shearing yield.
摘要翻译：要解决的问题：为了提供具有足够的水平刚度并且能够保持柱和梁的主要材料的门架结构弹性，使得门架可以稳定地产生并且能够控制框架的水平强度，因此不要对锚栓等施加过重的负担。解决方案：使用H-钢作为柱和梁的主要材料的入口框架结构1设置有托架部分2，其包括在梁端部外侧的水平托架部分3和连接水平的垂直支撑部分4 支架部分3和柱头，并且水平托架部分3的形状和材料被设定为使得水平支架部分3在产生塔和梁之前经历剪切产量。当将水平力施加到门架上时，安装在梁端和柱头之间的水平支架部分3被设定为在柱和梁之前经历剪切产量，以便保持柱的弹性和并确保整个门框的变形能力。如果支架部件2被构造为可拆卸的，则当水平支架部件3承受剪切产量时，仅可以更换托架部件2。版权所有（C）2012，JPO＆INPIT

5. 发明专利

JP2012255298A H-shaped steel member 审中-公开
标题翻译： H型钢构件
公开(公告)号：JP2012255298A
公开(公告)日：2012-12-27
申请号：JP2011129002
申请日：2011-06-09
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： KOBAYASHI TSUTOMU
IPC分类号： E04C3/06
摘要： PROBLEM TO BE SOLVED: To provide an H-shaped steel member which can be prefabricated in a factory and is light in weight without a problem of transportation.SOLUTION: In the H-shaped steel member, on one side of a web 3 connecting both flanges 2 and 2 of H-shaped steel 1, C-shaped steel (lip channel steel) 4 as a reinforcing member is arranged. The web 3 of the H-shaped steel 1 and both lips 5 and 5 of the C-shaped steel are abutted and fixed by a screw 6 screwed from the side of the web 3. By joining the C-shaped steel 4 to the web 3 of the H-shaped steel 1 in such a manner, strength and rigidity of a weak axis are enhanced.
摘要翻译：要解决的问题：提供一种可在工厂中预制并且重量轻且没有运输问题的H形钢构件。解决方案：在H形钢构件中，在连接H形钢1的两个凸缘2和2的腹板3的一侧上布置有作为加强构件的C形钢（唇形通道钢）4。 H型钢1的纤维网3和C形钢的两个唇5和5通过从腹板3的侧面螺纹拧入的螺钉6抵接并固定。通过将C形钢4连接到腹板 3的这种H型钢1，弱轴的强度和刚度提高。版权所有（C）2013，JPO＆INPIT

6. 发明专利

JP2006037341A Vibration control device of structure 审中-公开
标题翻译：振动控制装置结构
公开(公告)号：JP2006037341A
公开(公告)日：2006-02-09
申请号：JP2004213871
申请日：2004-07-22
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： KOBAYASHI TSUTOMU
IPC分类号： E04H9/02 , F16F7/12 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide the structure of a vibration control device capable of securing daylighting property, preventing landscape from the inside of a building from being impaired, facilitating the installation of a door, and connecting with the intermediate parts of columns and beams receiving small stress loads. SOLUTION: This vibration control device A comprises an energy absorbing element 3, a pair of first mounting elements 1A and 1B extending to both sides of the energy absorbing element 3 and is provided with a pair of first mounting elements 1A and 1B pin-connected, at the support points 11A, 11B to the structure B to form the object of vibration control at its end a pair of second mounting elements 2A, 2B to be pin-connected at respective intermediate positions of the first mounting elements 1A, 1B at the other end. Since the columns 21 and beams 22 can be installed while avoiding the window 26 of the structure, the structure can develop sufficient vibration control function. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供能够确保采光特性的振动控制装置的结构，防止建筑物内部的景观被损坏，便于安装门，并且与柱的中间部分连接并且梁受到小的应力负载。解决方案：该振动控制装置A包括能量吸收元件3，延伸到能量吸收元件3的两侧的一对第一安装元件1A和1B，并且设置有一对第一安装元件1A和1B引脚在支撑点11A，11B处连接到结构B，以在其端部形成一对第二安装元件2A，2B，以在第一安装元件1A，1B的各个中间位置处被引脚连接在另一端由于可以在避开结构的窗26的同时安装列21和梁22，所以结构可以形成足够的振动控制功能。版权所有（C）2006，JPO＆NCIPI

7. 发明专利

JP2012225058A Level difference beam, and structure of habitable room floor and balcony floor using the level difference beam 有权
标题翻译：水平差别梁，以及使用水平差光束的可居住的房间和平台的结构
公开(公告)号：JP2012225058A
公开(公告)日：2012-11-15
申请号：JP2011093907
申请日：2011-04-20
申请人： Panasonic Corp , Sumitomo Metal Ind Ltd , パナソニック株式会社 , 住友金属工業株式会社
发明人： OSHITANI KUNIO , MASUTANI ATSUSHI , MITA YU , KOBAYASHI TSUTOMU
IPC分类号： E04B1/00
摘要： PROBLEM TO BE SOLVED: To lower the level of a waterproof floor portion of a balcony and, while securing a rising dimension required for waterproofing, enable lowering or eliminating a rising portion.SOLUTION: A level difference beam comprises a floor beam portion 1 for a habitable room on the upper floor, and a balcony beam portion 2 integrally projecting, through a level difference portion, from the outdoor side end of the floor beam portion 1 so that the balcony beam portion 2 is positioned below the floor beam portion 1.

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