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1. 发明专利

JP2004293171A Structure of box-shaped basement 有权
公开(公告)号：JP2004293171A
公开(公告)日：2004-10-21
申请号：JP2003087444
申请日：2003-03-27
申请人： B & L:Kk , Sekisui House Ltd , 株式会社ビィアンドエル , 積水ハウス株式会社
发明人： KIRIYAMA SOICHI , MURAKAMI AKINORI , OKABE JUNJI , HIGASHIDA TOYOHIKO , KOTANI MUNEO
IPC分类号： E02D29/00
摘要： PROBLEM TO BE SOLVED: To provide a structure of a box-shaped basement capable of enhancing the increase of proof stress and waterproofing/moisture prevention/condensation prevention properties and buoyancy countermeasure while intending reduction in unit production cost by decreasing an amount of metal materials to be used as well as standardization of most of specifications and while minimizing a review of design strength against variations in eccentric load.
SOLUTION: A box-shaped underground unit 1 produced at a plant so as to enable it to assemble in a rectangular rigid structure in the direction of a short side and in an earthquake resisting wall structure in the direction of a long side is divided into a lower part unit 1D formed so that both right and left wall structural bodies 6 and 6 and a floor structural body 8 are integrally assembled at a plant manufacturing stage to constitute a U-shaped rigid structure having a sectional angle and an upper part unit 1U consisting of a single body of the ceiling structural body 7 formed so as to enable it to separately connect and fix to the lower part unit 1D and, at the same time, a reinforced concrete foundation 2 and a reinforced concrete wall 17 are coated in a state to integrally connect to the unit 1 on the bottom of the underground unit 1 and the outside thereof.
COPYRIGHT: (C)2005,JPO&NCIPI

2. 发明专利

JP2004293170A Metal-made box type basement 有权
公开(公告)号：JP2004293170A
公开(公告)日：2004-10-21
申请号：JP2003087443
申请日：2003-03-27
申请人： B & L:Kk , Sekisui House Ltd , 株式会社ビィアンドエル , 積水ハウス株式会社
发明人： KIRIYAMA SOICHI , MURAKAMI AKINORI , OKABE JUNJI , HIGASHIDA TOYOHIKO , KOTANI MUNEO
IPC分类号： E02D29/00
摘要： PROBLEM TO BE SOLVED: To provide a metal-made box type basement capable of increasing reduction in construction cost of the whole basement by minimizing a review of design strength against variations in eccentric load while intending the decrease of a manufacturing cost by standardizing most of specifications of an underground unit structural body without incurring any excessive quality and excessive strength. SOLUTION: A box type underground unit 1 having a rectangular rigid structure in the direction of a short side and constructed by a plant so as to enable it to assemble in an earthquake resisting wall structure in the direction of a long side is constituted by dividing it into a lower part unit 1D constituted so that both right and left wall structural bodies 6 and 6 and a floor structural body 8 can be integrally assembled at a plant manufacturing stage to form a U-shaped rigid structure with a sectional angle and an upper part unit 1U consisting of a single body of the ceiling structural body 7 and constituted so as to enable it to separately connect and fix to the lower part unit 1D. COPYRIGHT: (C)2005,JPO&NCIPI

3. 发明专利

JP2008248691A Separation structure for piloti section of base-isolated house 审中-公开
标题翻译：基础隔离室的分段结构分离结构
公开(公告)号：JP2008248691A
公开(公告)日：2008-10-16
申请号：JP2008182075
申请日：2008-07-11
申请人： Sekisui House Ltd , 積水ハウス株式会社
发明人： HIRAI DAISUKE , ISHII MASAYOSHI , KOSHIMUNE ATSUSHI , OKABE JUNJI , HIGASHIDA TOYOHIKO
IPC分类号： E04B1/62 , E04H1/02
摘要： PROBLEM TO BE SOLVED: To provide a base-isolated house with a piloti section suitable for a detached house, which gives consideration to the prevention of a deterioration in designability suited to the detached house.
SOLUTION: In this separation structure for a piloti 60 of the base-isolated house, a separation section 31 of the piloti 60 is formed between a piloti deck 53 and a foundation 3; the piloti deck 53 is formed by providing a concrete layer 53a and a mortar layer 53b on a deck plate 54 and applying tiling 53c onto its surface. A base side of the deck 53 is supported on the sill beam of a house body and its outside section is supported by a supporting beam 52. A piloti column 50 is arranged at the corner of the deck 53, and fastened to a top surface of the supporting beam 52. The separation section 31 is constituted between an undersurface of the supporting beam 52 and a water sealing plate 5 which is protruded on the top surface of the foundation 3 arranged in a position below the supporting beam 52. The water sealing plate 5 prevents a lower section of the piloti 60 from being inundated with water.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了提供一个适用于独立式房屋的底座部分的隔离房屋，其考虑到防止适合于独立式房屋的可设计性的劣化。解决方案：在用于基础隔离房屋的导轨60的分离结构中，导轨60的分离段31形成在导向台53和基座3之间; 通过在台板54上设置混凝土层53a和砂浆层53b并在其表面上施加平铺53c来形成导向板53。甲板53的底侧支撑在房体的门槛梁上，其外侧部分由支撑梁52支撑。导柱50设置在甲板53的拐角处，并固定在支撑梁52.分离部31由支撑梁52的下表面和水平板5构成，该水封板5突出在基座3的上表面上，布置在支撑梁52的下方。水封板 5防止导流板60的下部被水淹没。版权所有（C）2009，JPO＆INPIT

4. 发明专利

JP2008095294A Vibration damper for brace 有权
标题翻译：振动阻尼器
公开(公告)号：JP2008095294A
公开(公告)日：2008-04-24
申请号：JP2006275127
申请日：2006-10-06
申请人： Sekisui House Ltd , Tokai Rubber Ind Ltd , 東海ゴム工業株式会社 , 積水ハウス株式会社
发明人： HASEGAWA TAKERO , KAIDA YUJI , IKAGA SHUJI , OKABE JUNJI , HIGASHIDA TOYOHIKO
IPC分类号： E04B5/43
摘要： PROBLEM TO BE SOLVED: To provide a vibration damper for a brace capable of well reducing the vibration of the brace having a large number of vibration peaks in a wide frequency range.
SOLUTION: A vibration damper having a long rubber plate 1 with a width of 2.5 times the thickness is installed on a brace 7 having both ends fixedly connected to the diagonal parts of a beam 5 assembled in a rectangular shape for supporting the floor and roof of a dwelling house. The rubber plate 1 is so supported that the longitudinal center part is brought into contact with the longitudinal center part of the brace 7 and extended laterally and so mounted that the longitudinal both ends of the rubber plate 1 freely swing when the brace 7 vertically and laterally vibrated vibrates.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于能够在宽的频率范围内具有大量振动峰值的支架振动的减震器。解决方案：具有宽度为2.5倍宽度的长橡胶板1的减震器安装在支架7上，支架7的两端固定连接到组装成矩形的梁5的对角部分，用于支撑地板和房屋的屋顶。橡胶板1被支撑成使得纵向中心部分与支架7的纵向中心部分接触并且横向延伸并且被安装成使得当支架7垂直和横向时橡胶板1的纵向两端自由摆动震动振动。版权所有（C）2008，JPO＆INPIT

5. 发明专利

JP2007198014A Gap blocking member 有权
标题翻译： GAP阻塞会员
公开(公告)号：JP2007198014A
公开(公告)日：2007-08-09
申请号：JP2006018002
申请日：2006-01-26
申请人： Sekisui House Ltd , 積水ハウス株式会社
发明人： HIGASHIDA TOYOHIKO , NISHIZAKI MAKOTO
IPC分类号： E04B1/62
摘要： PROBLEM TO BE SOLVED: To provide a gap blocking member which blocks a gap between both structures according to displacement of a base-isolated building, and can limit a displacement amount of the base-isolated building in case of an earthquake etc.
SOLUTION: The gap blocking member 1 is arranged between the base-isolated building 10 supported by a vibration isolation device 20 and a protective wall 4 formed on a foundation 2 on which the vibration isolation device 20 is arranged. The gap blocking member 1 is formed of a flexible sheet body 5, and has one end thereof connected to a periphery of a lower portion 11 of the base-isolated building 10 and the other end thereof connected to a periphery of the protective wall 4.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种根据基底隔离建筑物的位移阻挡两个结构之间的间隙的间隙阻挡构件，并且可以限制在地震等的基础隔离建筑物的位移量。解决方案：间隙阻挡构件1布置在由隔振装置20支撑的基座隔离建筑物10和形成在其上布置有隔振装置20的基座2上的保护壁4之间。间隙阻挡构件1由柔性片体5形成，并且其一端连接到基底隔离建筑物10的下部11的周边，并且其另一端连接到保护壁4的周边。版权所有（C）2007，JPO＆INPIT

6. 发明专利

JP2003343645A Vibration control device for small-scale building 有权
标题翻译：用于小型建筑的振动控制装置
公开(公告)号：JP2003343645A
公开(公告)日：2003-12-03
申请号：JP2002159499
申请日：2002-05-31
申请人： Sekisui House Ltd , Tokai Rubber Ind Ltd , 東海ゴム工業株式会社 , 積水ハウス株式会社
发明人： IKAGA SHUJI , UCHIYAMA TAKASHI , NODA HIROYUKI , HIGASHIDA TOYOHIKO
IPC分类号： E04B1/35 , E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To realize a stopper mechanism for, in an operation of a vibration device for a small-scale building such as a residence, restricting the amount of excessive displacement in the horizontal direction of a mass member during charging excessive exciting force by an earthquake, for example, and to realize a mechanism for jacking up the mass member from a base member in changing a spring member in a simple and compact structure without requiring a special member.
SOLUTION: The stopper mechanism restricts a relative displacement amount in the horizontal direction of a mass fitting 20 with respect to the base member 16 by abutting of a stopper bolt 32 on an engaging part 36, by projecting the stopper bolt 32 from the mass fitting 20 toward the base member 16 and inserting the stopper bolt 32 into a through hole 38 in the engaging part 36 disposed in the base member 16. An abutting force of an abutting nut 46 on the engaging part 36 is exerted as a jack up force to the mass fitting 20 via the stopper bolt 32 by fastening the abutting nut 46 screwed with the stopper bolt 32 while butting the abutting nut 46 on the engaging part 36.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：为了实现用于诸如住宅的小型建筑物的振动装置的操作中的限制机构，限制在充电过量时质量构件的水平方向上的过度位移量例如通过地震引起的激励力，并且实现用于在简单且紧凑的结构中改变弹簧构件而从基座构件顶起质量构件的机构，而不需要特殊构件。解决方案：止动器机构通过将止动螺栓32抵接在接合部36上，通过将止动螺栓32从接头部36突出而限制质量接头20在水平方向上相对于基部构件16的相对位移量向基座部件16配合20，并将止动螺栓32插入到设置在基座部件16上的卡合部36内的贯通孔38中。卡合部36上的抵接螺母46的抵接力作为上升通过紧固止动螺栓32的抵接螺母46，同时将接合螺母46对接在接合部分36上，通过止动螺栓32向组合件20施力。（C）2004，JPO

7. 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

8. 发明专利

JP2008248689A Separation structure for service entrance porch of base-isolated house 有权
标题翻译：基础隔离房服务入口隔离结构
公开(公告)号：JP2008248689A
公开(公告)日：2008-10-16
申请号：JP2008182073
申请日：2008-07-11
申请人： Sekisui House Ltd , 積水ハウス株式会社
发明人： HIRAI DAISUKE , ISHII MASAYOSHI , KOSHIMUNE ATSUSHI , OKABE JUNJI , HIGASHIDA TOYOHIKO
IPC分类号： E04B1/64
摘要： PROBLEM TO BE SOLVED: To provide a base-isolated house with a service entrance porch suitable for a detached house, which gives consideration to the prevention of a deterioration in designability suited to the detached house.
SOLUTION: In this separation structure for the service entrance porch of the base-isolated house, a separation portion 11 for the service entrance porch is formed between a step 22 which is formed on a foundation 3, and a porch section which is provided in the front of a service entrance 25 in such a manner as to protrude to an outdoor side from a sill beam 4 of a house section 2; the porch section comprises a projecting plate 23, and a decorative cover 30 which is fixed to the outside portion of the projecting plate 23; the projecting plate 23 forms a staircase section 23a along the house section; the step 22 is arranged below the staircase section 23a; the decorative cover 30 is provided in such a manner as to cover a side portion of the projecting plate 23, and formed in a shape longer than the vertical length of the projecting plate 23; and a gap portion, which is constituted between the bottom of the decorative cover 30 and the step 22, serves as the separation portion 11 of the service entrance porch section.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一个基地隔离的房屋，其中有一个适用于独立式房屋的入口门廊，其考虑到防止适合于独立式房屋的可设计性的恶化。解决方案：在用于基底隔离室的服务入口的这种隔离结构中，在形成在基座3上的台阶22和形成在基座3上的门廊部分之间形成用于入口门廊的分离部分11，设置在服务入口25的前方，从房屋部分2的门槛梁4突出到室外侧; 门廊部分包括突出板23和固定到突出板23的外侧的装饰盖30; 突出板23沿着房屋部分形成阶梯部分23a; 步骤22布置在楼梯部分23a的下方; 装饰盖30设置成覆盖突出板23的侧部并且形成为比突出板23的垂直长度更长的形状; 并且在装饰盖30的底部和台阶22之间构成的间隙部分用作服务入口门廊部分的分离部分11。版权所有（C）2009，JPO＆INPIT

9. 发明专利

JP2007255087A Gap blocking member 有权
标题翻译： GAP阻塞会员
公开(公告)号：JP2007255087A
公开(公告)日：2007-10-04
申请号：JP2006081842
申请日：2006-03-24
申请人： Sekisui House Ltd , 積水ハウス株式会社
发明人： HIGASHIDA TOYOHIKO
IPC分类号： E04H9/02 , E04B1/36
摘要： PROBLEM TO BE SOLVED: To provide a gap blocking member which blocks a gap formed between a foundation and a building main body borne by the foundation via base isolation devices, and is free from collision against the base isolation devices on the occasion of an earthquake.
SOLUTION: The gap blocking members 11, 21 are arranged in the gap between the building main body 10 borne on the foundation 3 via the base isolation devices 20, and the foundation 3, and each formed of a single or a plurality of box bodies 11, 22, 22 each having an open side surface facing to the base isolation devices 20 shown in Fig.1. Further, each box body 11 is detachably secured to an upper surface of the foundation 3. Alternatively the gap blocking member is formed of a single or a plurality of box bodies 31, 42 each having an open side surface facing to the base isolation devices 20, and an open lower surface, and the box bodies 31, 42 are detachably secured to a lower surface 7 of the building main body 10.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种间隙阻挡构件，其通过基座隔离装置阻挡由基座承载的基座与建筑物主体之间形成的间隙，并且在与基座隔离装置之间没有碰撞的情况下地震解决方案：间隙阻挡构件11,21经由基部隔离装置20布置在承载在基座3上的建筑物主体10和基座3之间的间隙中，并且每个由单个或多个盒主体11,22,22各自具有面向图1所示的基座隔离装置20的敞开侧表面。此外，每个箱体11可拆卸地固定到基座3的上表面。或者，间隙阻挡构件由单个或多个具有面向底部隔离装置20的开放侧面的箱体31,42形成和敞开的下表面，并且箱体31,42可拆卸地固定到建筑物主体10的下表面7.版权所有（C）2008，JPO＆INPIT

10. 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。

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