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1. 发明专利

JP2012102541A Vibration control device and vibration control structure of wooden building using the same 有权
标题翻译：振动控制装置及使用其的木建筑物的振动控制结构
公开(公告)号：JP2012102541A
公开(公告)日：2012-05-31
申请号：JP2010252043
申请日：2010-11-10
申请人： Edogawa Lumber Industrial Co Ltd , Hitachi Automotive Systems Ltd , Sumitomo Forestry Co Ltd , Sumitomo Forestry Hometech Co Ltd , 住友林業ホームテック株式会社 , 住友林業株式会社 , 日立オートモティブシステムズ株式会社 , 江戸川木材工業株式会社
发明人： SHIOZAWA NOBUAKI , OSAWA YASUTO , ADACHI RYOJI , HAMADA TOYONARI , HASHIMOTO JUNJI
IPC分类号： E04H9/02 , F16F15/023
摘要： PROBLEM TO BE SOLVED: To converge shakes of a building in a short time and to prevent the entire inner side space of a rectangular frame surrounded by columns and horizontal members from being occupied by a damper and the related members.SOLUTION: A vibration control device 6 related to this invention roughly comprises an oil damper 21 arranged below a beam 3, a swing lever 25 connected to the oil damper, and an arm 26 connected to the swing lever. The distal end of a piston rod 23 constituting the oil damper 21 is connected to the lower end of a bracket 24, one end of the swing lever 25 is connected to the lower surface of the beam 3, the other end is connected to a cylinder 22 of the oil damper 21, one end of the arm 26 is connected to the intermediate position of the swing lever 25, and the other end is connected to the side face of a column 2, respectively. For the arm 26, a joining position with the swing lever 25 and a joining position with the column 2 are set so that relative horizontal displacement upon an earthquake to be inputted to the oil damper 21 is enlarged more than the horizontal displacement of the column 2 at a damper installation height.
摘要翻译：要解决的问题：在短时间内收敛建筑物的振动，并且防止由柱和水平构件包围的矩形框架的整个内侧空间被阻尼器及相关构件占据。解决方案：与本发明相关的振动控制装置6大体上包括设置在梁3下方的油阻尼器21，连接到油阻尼器的摆动杆25和连接到摆动杆的臂26。构成油阻尼器21的活塞杆23的前端与支架24的下端连接，摇杆25的一端与梁3的下面连接，另一端与缸体如图22所示，臂26的一端连接到摆动杆25的中间位置，另一端分别连接到柱2的侧面。对于臂26，设置与摆动杆25的连接位置和与柱2的接合位置，使得要输入到油阻尼器21的地震时的相对水平位移比柱2的水平位移更大在阻尼器安装高度。版权所有（C）2012，JPO＆INPIT

2. 发明专利

JP2012102539A Vibration control device and vibration control structure of wooden building using the same 有权
标题翻译：振动控制装置及使用其的木建筑物的振动控制结构
公开(公告)号：JP2012102539A
公开(公告)日：2012-05-31
申请号：JP2010251943
申请日：2010-11-10
申请人： Edogawa Lumber Industrial Co Ltd , Hitachi Automotive Systems Ltd , Sumitomo Forestry Co Ltd , Sumitomo Forestry Hometech Co Ltd , 住友林業ホームテック株式会社 , 住友林業株式会社 , 日立オートモティブシステムズ株式会社 , 江戸川木材工業株式会社
发明人： SHIOZAWA NOBUAKI , OSAWA YASUTO , ADACHI RYOJI , HAMADA TOYONARI , HASHIMOTO JUNJI
IPC分类号： E04H9/02 , F16F15/023
摘要： PROBLEM TO BE SOLVED: To converge shakes of a building due to earthquake motions in a short time without occupying the entire inner side space of a rectangular frame surrounded by columns and beams by a damper.SOLUTION: A vibration control device 6 related to this invention roughly comprises an oil damper 21, a cylinder side connection part 32 in which a cylinder 22 constituting the oil damper is pin-joined, a piston side connection part 33 in which a piston rod 23 constituting the oil damper 21 is pin-joined, a cylinder side displacement transmission plate 26, and a piston side displacement transmission plate 30. The cylinder side displacement transmission plate 26 and the piston side displacement transmission plate 30 are respectively fixed to the opposite side faces of a pair of columns 2,2 so that, for the vibration control device 6, an attic space in the inner side space of a rectangular frame 5 is an installation area, and a rectangular opening 9 held between a ceiling 7 and a floor board 8 provided below it in an area excluding the installation area becomes an opening for allowing coming and going between adjacent habitable rooms.
摘要翻译：要解决的问题：由于地震运动而在短时间内收敛建筑物的震动，而不占用由阻尼器由柱和梁包围的矩形框架的整个内侧空间。解决方案：本发明的振动控制装置6大体上包括一个油阻尼器21，一个气缸侧连接部分32，一个气缸侧连接部分32，其中构成油阻尼器的气缸22被连接在一起，一个活塞侧连接部分33，构成油阻尼器21的活塞杆23被连接，气缸侧位移传递板26和活塞侧位移传递板30.气缸侧位移传递板26和活塞侧位移传递板30分别固定在一对柱2,2的相对侧面，使得对于振动控制装置6，在矩形框架5的内侧空间中的阁楼空间是安装区域，并且矩形开口9保持在天花板7和设置在除了安装区域之外的区域下方的地板8成为允许相邻居住房间之间进出的开口。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2011064024A Vibration control device and vibration control structure of wooden building using the device 审中-公开
标题翻译：振动控制装置和使用设备的木建筑物的振动控制结构
公开(公告)号：JP2011064024A
公开(公告)日：2011-03-31
申请号：JP2009216461
申请日：2009-09-18
申请人： Edogawa Lumber Industrial Co Ltd , Hitachi Automotive Systems Ltd , Sumitomo Forestry Co Ltd , Sumitomo Ringyo Home Tec Kk , 住友林業ホームテック株式会社 , 住友林業株式会社 , 日立オートモティブシステムズ株式会社 , 江戸川木材工業株式会社
发明人： SHIOZAWA NOBUAKI , ADACHI RYOJI , HAYASE NORIYUKI , MAEDA TOSHIHARU
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To improve quake-resisting performance while maintaining characteristics of a flexible structure of a traditional building construction.
SOLUTION: A vibration control device 6 used in a vibration control structure 1 of a wooden building includes a vibration control mechanism 7a mounted on a column 3a, a vibration control mechanism 7b mounted on a column 3b, and a joint member 8 extending between the vibration control mechanisms 7a and 7b. The vibration control mechanism 7a comprises a column-side fitting member 11a fitted to a side face of the column 3a, a joint-member-side fitting member 12a, and a vibration control member 13a connecting the column-side fitting member 11a and the joint-member-side fitting member 12a to each other. The vibration control member is sandwiched between the column-side fitting member 11a and the joint-member-side fitting member 12a in the state that faces of the vibration control member are respectively bonded to the column-side fitting member 11a and the joint-member-side fitting member 12a, and is formed of a viscoelastic body so that the joint-member-side fitting member 12a and the column-side fitting member 11a can be relatively rotatable around a horizontal axis. Vibration energy of the building 5 is absorbed by torsional deformation caused by the relative rotation.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提高抗震性能，同时保持传统建筑结构的柔性结构的特性。解决方案：在木制建筑物的振动控制结构1中使用的振动控制装置6包括安装在柱体3a上的振动控制机构7a，安装在柱体3b上的振动控制机构7b以及延伸在振动控制机构7a和7b之间。振动控制机构7a包括：配合于柱体3a的侧面的柱侧嵌合部件11a，接合部件侧嵌合部件12a以及连接柱侧嵌合部件11a和接头的振动控制部件13a - 构件侧嵌合构件12a。振动控制部件在振动控制部件的面分别与柱侧嵌合部件11a接合的状态下被夹在柱侧嵌合部件11a和接合部件侧嵌合部件12a之间，并且由粘弹性体形成，使得接头构件侧配件构件12a和柱侧配件构件11a能够围绕水平轴线相对旋转。建筑物5的振动能量由相对旋转引起的扭转变形吸收。版权所有（C）2011，JPO＆INPIT

4. 发明专利

JP2014055471A Aseismatic reinforcement structure for mortar external wall 有权
标题翻译：用于MORTAR外墙的ASEISMATIC加固结构
公开(公告)号：JP2014055471A
公开(公告)日：2014-03-27
申请号：JP2012201650
申请日：2012-09-13
申请人： Sumitomo Forestry Co Ltd , 住友林業株式会社 , Sumitomo Forestry Hometech Co Ltd , 住友林業ホームテック株式会社 , Kikusui Chemical Industries Co Ltd , 菊水化学工業株式会社
发明人： SHIOZAWA NOBUAKI , NAGASHIMA TAISUKE , OSAWA YASUTO , OGUMA MASARU , SEKI MASAAKI , SATO TAKUMA
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide an aseismatic reinforcement structure for a mortar external wall, capable of being easily and inexpensively constructed while minimizing occurrence of demolition/removal work and capable of being constructed even when a resident dwells in a residential building with the mortar external wall.SOLUTION: An aseismatic reinforcement structure 10 for a mortar external wall improves earthquake resistance of an existing mortar external wall 11 provided in a residential building. A plurality of fixing nails 15 are driven into exterior wall structure materials 14 such as columns, beams, and a foundation via lower holes 13 formed in a solidification mortar layer 12 configuring the existing mortar external wall 11, and the solidification mortar layer 12 is fastened to the exterior wall materials 14 by fixing heads 15a of the fixing nails 15 to the surface of the solidification mortar layer 12 while a washer member 16 and a primer layer 17 are interposed therebetween, thereby, making the solidification mortar layer 12 function as a strength element and improving the earthquake resistance.
摘要翻译：要解决的问题：提供一种用于砂浆外墙的抗震加固结构，能够容易且廉价地构造，同时最大限度地减少拆除工作的发生，即使当居民住在住宅建筑中时，使用砂浆外部墙体。解决方案：用于迫击炮外墙的抗震钢筋结构10提高住宅建筑中提供的现有砂浆外壁11的抗震性能。多个固定钉15通过形成在构成现有砂浆外壁11的凝固砂浆层12中的下孔13被驱动到诸如柱，梁和基座的外壁结构材料14中，并且固化砂浆层12被紧固通过将固定钉15的头15a固定到固化砂浆层12的表面，同时垫圈构件16和底漆层17插入到外壁材料14中，从而使凝固砂浆层12作为强度元素，提高抗震能力。

5. 发明专利

JP2011111861A Support calculator of taper pile 审中-公开
标题翻译：支撑桩的计算器
公开(公告)号：JP2011111861A
公开(公告)日：2011-06-09
申请号：JP2009271817
申请日：2009-11-30
申请人： Sumitomo Forestry Co Ltd , 住友林業株式会社
发明人： SATO TAKASHI , SHIOZAWA NOBUAKI
IPC分类号： E02D5/48
摘要： PROBLEM TO BE SOLVED: To develop a device for determining ultimate vertical support of a taper pile by calculation.
SOLUTION: The entire length of the pile is divided in accordance with the kind of the ground 12 which is in contact with the side of the taper pile 14, and what is combined between the vertical component of the support of the ground 12 with respect to the side and the vertical component of the frictional force between the side and the ground is made to serve as partial support for each division. Then a load exceeding support bearing force is imposed on the pile 14 to measure the distortion amount in the vertical direction for each division, so that partial support imposed on the division is determined. The unit support for each ground which is determined by dividing the partial support by the surface area of the division is determined, and the value obtained by dividing it by the converted value which is in accordance with the kind of the ground concerned is made to serve as a support coefficient for each ground which corresponds with the kind of the ground concerned of the pile. By using this, the ultimate vertical support of the taper pile of the arbitrary ground is automatically calculated.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：开发一种通过计算确定锥形桩的最终垂直支撑的装置。解决方案：桩的整个长度根据与锥形桩14的侧面接触的地面12的种类分开，并且在地面12的支撑件的垂直分量之间组合什么相对于侧面和地面之间的摩擦力的侧面和垂直分量被制成用于每个部分的部分支撑。然后，对桩14施加超过支撑力的载荷，以测量每个分割的垂直方向的扭曲量，从而确定施加在分割上的部分支撑。确定通过将部分支持除以该部门的表面积来确定的每个地面的单位支持，并且将通过将其除以根据有关地面的种类的转换值获得的值被设置为服务作为与桩相关的地面类型对应的每个地面的支撑系数。通过使用它，自动计算任意地面的锥形桩的最终垂直支撑。版权所有（C）2011，JPO＆INPIT

6. 发明专利

JP2011052408A Guide device for tapered pile 审中-公开
标题翻译：皮带导向装置
公开(公告)号：JP2011052408A
公开(公告)日：2011-03-17
申请号：JP2009200718
申请日：2009-08-31
申请人： H G Service Kk , Sumitomo Forestry Co Ltd , エイチ・ジー・サービス株式会社 , 住友林業株式会社
发明人： SATO TAKASHI , SHIOZAWA NOBUAKI , FUJITA MASAKAZU
IPC分类号： E02D13/04 , E02D5/28 , E02D5/48 , E02D7/20 , E02D7/22
摘要： PROBLEM TO BE SOLVED: To provide a guide device capable of vertically guiding a tapered pile in a stable state from the start of driving to a final stage of the driving, when the tapered pile is jacked and driven into ground.
SOLUTION: This guide device 10 guides the tapered pile 12 so that the tapered pile 12 can be vertically driven, when the tapered pile 12 is installed in the ground by being jacked in the state of directing the side of the other end 11b with a small outside diameter downward. The guide device 10 includes a cylindrical guide member 16 through which the tapered pile 12 can be inserted, and a strip-shaped leaf spring member 15 which has at least three arc-shaped portions 15a arranged inside the cylindrical guide member 16. The strip-shaped leaf spring members 15 are arranged at spacings in the circumferential direction of the cylindrical guide member 16; the arc-shaped portions 15a are arranged in such a manner as to be elongated in the vertical direction in the state of protruding inward; an upper end portion 15b is fixed to the cylindrical guide member 16; and a lower end member 15c is arranged as a movable end slidable in the vertical direction along an inner peripheral surface of the cylindrical guide member 16.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种导向装置，其能够将锥形桩从驱动开始到起动阶段的稳定状态垂直地引导，当锥形桩被夹紧并被驱动到地面中时。解决方案：该引导装置10引导锥形桩12，使得锥形桩12可以垂直驱动，当锥形桩12通过在将另一端11b的侧面引导的状态下被夹紧而安装在地面中时外径小。引导装置10包括可以插入锥形桩12的圆柱形引导构件16和设置在圆柱形引导构件16内的至少三个弧形部15a的条形板簧构件15。圆板状弹簧构件15沿圆筒状引导构件16的圆周方向间隔设置; 弧形部分15a以向内突出的状态沿垂直方向伸长的方式布置; 上端部15b固定在圆筒状的引导构件16上; 并且下端构件15c被布置为沿圆柱形引导构件16的内周面在垂直方向上滑动的可动端。（C）2011年，JPO和INPIT

7. 发明专利

JP2007231552A Construction method of foundation pile using recycled electric pole 审中-公开
标题翻译：使用回收电池的基础桩施工方法
公开(公告)号：JP2007231552A
公开(公告)日：2007-09-13
申请号：JP2006052309
申请日：2006-02-28
申请人： Sumitomo Forestry Co Ltd , 住友林業株式会社
发明人： SATO TAKASHI , SHIOZAWA NOBUAKI
IPC分类号： E02D7/20 , E02D5/30 , E02D7/00 , E02D13/10
摘要： PROBLEM TO BE SOLVED: To form a foundation pile, by arranging a recycled electric pole in the ground, without disturbing the surrounding ground to the foundation ground including the ground of an N value of 3 or less, by using a characteristic of the recycled electric pole having a taper-off shape toward the tip.
SOLUTION: This construction method of the foundation pile by the recycled electric pole includes a process of pressing the recycled electric pole 10 put in an inverted state in the ground 12 of the N value or 3 or less of the foundation ground 11 including the ground 12 of the N value of 3 or less, by using press-in heavy machinery 13 without excavating and forming a guide hole in advance. The recycled electric pole is a precast reinforced concrete electric pole. When there is the ground 22 harder than this ground 12 above the ground 12 of the N value or 3 or less, after precedently excavating the guide hole of an inner diameter smaller than a minimum outer diameter of the recycled electric pole 10 in the harder ground 22, the recycled electric pole 10 is pressed in toward the ground 12 of the N value of 3 or less.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了形成基础桩，通过在地面上布置再循环的电杆，不会使包围地面的N值为3以下的地面的周围地面干扰周围的地面，通过使用回收的电极朝向尖端具有渐缩形状。解决方案：通过再生电杆对该基础桩的施工方法，包括将倒置状态的再生电极10压入N值的地面12或基础地面11的3以下的过程，包括地面12的N值为3以下，通过使用压入式重型机械13，不进行挖掘并形成导向孔。再生电杆是预制钢筋混凝土电杆。当地面22的地面22比N值的地面12上方还要高3或者3以下时，在比较硬的地面中再循环电极10的最小外径小于内径的导向孔之后，如图22所示，再生电极10被压入N值3以下的地面12。版权所有（C）2007，JPO＆INPIT

8. 发明专利

JP2011214342A Connecting structure of tapered steel pipe pile 有权
标题翻译：钢管连接管连接结构
公开(公告)号：JP2011214342A
公开(公告)日：2011-10-27
申请号：JP2010084941
申请日：2010-04-01
申请人： Sumitomo Forestry Co Ltd , 住友林業株式会社
发明人： SATO TAKASHI , SHIOZAWA NOBUAKI
IPC分类号： E02D5/48
摘要： PROBLEM TO BE SOLVED: To provide a connecting structure of a tapered steel pipe pile that can firmly and stably connect a pair of tapered steel pipe piles reduced in outer diameter from the upper end toward the lower end.SOLUTION: The outer diameter of the lower end 13b of the upper tapered steel pipe pile 13 is made to coincide with the outer diameter of the upper end 14a of the lower tapered steel pipe pile 14. An upper straight joint pipe part 15 is formed continuously with the lower end 13b of the upper tapered steel pipe pile 13, and a lower straight joint pipe part 16 is formed continuously with the upper end 14a of the lower tapered steel pipe pile 14. Using a joint hardware 22 with a ring-shaped upper insertion anchor groove 19 and lower insertion anchor groove 20 formed on the upper and lower sides of a partition part 21 between an inner ring 17 and an outer ring 18, the upper straight joint pipe part 15 is anchored to the upper insertion anchor groove 19 of the joint hardware 22, and the lower straight joint pipe part 16 is anchored to the lower insertion anchor groove 20.
摘要翻译：要解决的问题：提供一种锥形钢管桩的连接结构，其可以将从外端减小的一对锥形钢管桩牢固且稳定地连接到上端。下部的外径使上锥形钢管桩13的端部13b与下锥形钢管桩14的上端14a的外径重合。上直管接头管部分15与上段锥形钢管桩13和下直管接合部16与下锥形钢管桩14的上端14a连续地形成。使用具有环形上插入锚定槽19和下插入锚的接头硬件22 形成在内环17和外环18之间的分隔部21的上侧和下侧的槽20，上直线接合管部15锚固到接头五金件的上插入锚定槽19 22，下直线接合管部16固定在下插入锚定槽20上。

9. 发明专利

JP2011012394A Steadying guide method in driving tapered pile 有权
标题翻译：驱动桩的稳定性指导方法
公开(公告)号：JP2011012394A
公开(公告)日：2011-01-20
申请号：JP2009154813
申请日：2009-06-30
申请人： Sumitomo Forestry Co Ltd , 住友林業株式会社
发明人： FUJINO HAJIME , TASHIRO IKUO , SATO TAKASHI , SHIOZAWA NOBUAKI
IPC分类号： E02D13/04 , E02D5/48 , E02D7/20 , E02D7/22
摘要： PROBLEM TO BE SOLVED: To guide a tapered pile while steadying it in a stable state from the start of driving until the final stage of driving when driving the tapered pile into the ground under press-fitting using a press-fitting heavy machine.SOLUTION: A guide method in driving the tapered pile is provided for guiding the tapered pile 12 so as to be driven vertically. A steadying guide device 10 includes an annular guide 16 and a radial regulating member 17 retractably projected radially inward from the inner peripheral surface of the annular guide 16. The advancing/retreating amount of the radial regulating member 17 is controlled such that, as the tapered pile 12 is press-fitted or rotationally press-fitted downward, a virtual inscribed circle C abutting on the tip of the radial regulating member 17 describes a circle with a diameter slightly larger than the gradually enlarged outer diameter of the tapered pile 12 at the portion inserted through the annular guide 16.
摘要翻译：要解决的问题：引导锥形桩，在使用压配重机在压配合下将锥形桩驱动到地面中时，从稳定状态开始直到驱动的最后阶段稳定。解决方案：提供驱动锥形桩的引导方法，用于引导锥形桩12以便垂直驱动。稳定引导装置10包括环形引导件16和从环形引导件16的内周表面径向向内伸缩的径向调节构件17.径向调节构件17的前进/后退量被控制为使得作为锥形桩12被压配或向下旋转地压配合，与径向调节构件17的前端邻接的虚拟内接圆C描述了直径稍大于锥形桩12的部分的逐渐扩大的外径的圆插入通过环形引导件16。

10. 发明专利

JP2008190116A Liquefaction countermeasure structure of foundation ground of building 审中-公开
标题翻译：基建地基液化学计量测量结构
公开(公告)号：JP2008190116A
公开(公告)日：2008-08-21
申请号：JP2007022106
申请日：2007-01-31
申请人： Sumitomo Forestry Co Ltd , 住友林業株式会社
发明人： SATO TAKASHI , SHIOZAWA NOBUAKI
IPC分类号： E02D27/34 , E02D27/12 , E02D27/28
摘要： PROBLEM TO BE SOLVED: To provide a liquefaction countermeasure structure of foundation ground of a building, which can be easily constructed by a simple and inexpensive method, and which can maintain the state of stably supporting the building, without causing the destruction and breakage of a pile head portion, even on the occurrence of the liquefaction of a liquefaction layer.
SOLUTION: This liquefaction countermeasure structure is constituted through the following steps: a plurality of tapered piles 10 with a tapered portion 16, the outside diameter of which is reduced from the side of one end 10a toward the side of the other end 10b, are pressed into or rotatively pressed into the ground by means of heavy equipment 18 for press-in in such a manner that the side of the other end 10b with an small outside diameter is directed downward, so as to be installed in a grid pattern at a predetermined pitch in such a manner as to form a pile group, in the surface layer section 15 of the foundation ground 11 of the building 17, the upper layer section 13 of which includes the liquefaction layer 14; and the surface layer section 15 of the foundation ground 11 is compacted.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种建筑物地基的液化对策结构，其可以通过简单且便宜的方法容易地构造，并且可以保持稳定地支撑建筑物的状态，而不会造成破坏和即使在液化层的液化的情况下，桩头部分也会破裂。解决方案：这种液化对策结构通过以下步骤构成：具有锥形部分16的多个锥形桩10，其外径从一端10a侧朝向另一端10b的侧面减小通过用于压入的重型设备18被压入或旋转地压入地面，使得具有小外径的另一端10b的侧面朝向下方，以便安装成格栅图案在建筑物17的基础地面11的表层部分15中以预定的间距以形成桩组的方式，其上层部分13包括液化层14; 并且基础地面11的表层部15被压实。版权所有（C）2008，JPO＆INPIT

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