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1. 发明专利

JP2001234591A FIXING CONSTRUCTION FOR WOODEN ROD-SHAPED BODY 失效
公开(公告)号：JP2001234591A
公开(公告)日：2001-08-31
申请号：JP2000047199
申请日：2000-02-24
申请人： TAKENAKA KOMUTEN CO , SUENAGA SEISAKUSHO KK
发明人： SAHASHI MUTSUO , MAKINO AKIFUMI , NISHIYAMA MASANAO , NAKANO HIROHISA , KUSUNOKI TOSHIHIRO , ABE YUTAKA , SUENAGA TADAYOSHI
IPC分类号： E04B1/58
摘要： PROBLEM TO BE SOLVED: To save time and labor for drilling work for a wooden rod-shaped body and decrease a drop in coupling strength. SOLUTION: An end portion of a wooden rod-shaped body 1 is constituted as a contacted and attached portion 3A, a screw inserting hole 6 for attaching screw member insertion and a nut arranging hole 7 for nut member embedding are provided at the contacted and attached portion 3A, an attaching nut member 4 and attaching screw member 5 are screwed together, in a wooden rod-shaped body fixing construction in a state where the wooden rod-shaped body 1 is attracted and attached to the wooden rod-shaped body attaching target portion 2, a nut arranging hole 7 is constituted with a round hole with the shaft center directed to a direction crossing with the shaft center direction of the attaching screw member 5, the nut member 4 is constituted with a round column-shaped nut main body 4A freely fittable inside the round hole, and the female screw hole 4a of the nut main body 4A is provided in a state of penetrating in the radius direction of the nut main body 4A.

2. 发明专利

JPH06306940A STEEL FRAMED MULTI-STORY BUILDING 失效
公开(公告)号：JPH06306940A
公开(公告)日：1994-11-01
申请号：JP11908293
申请日：1993-04-22
申请人： TAKENAKA KOMUTEN CO
发明人： MAKINO AKIFUMI
IPC分类号： E04B1/24 , E04C3/04
摘要： PURPOSE:To erect a long span building with less steer frames and increase the workability. CONSTITUTION:Truss beams 12 are arranged between steel framed columns 11A at the periphery of an upper body. The end of respective truss beams 12A are connected to fitting parts of beam of respective steel framed columns 11A and steel framed large beams 13 are arranged between the peripheral steel framed columns 11A and the inside steel framed columns. Respective ends of the steel framed large beams 13 are connected to the steel framed columns 11A. The end of steel framed small beams 15 are connected to the struts 12c of the truss beam 12A. And the middle of truss beam is forced to coincide with the floor face FL of respective floors. Accordingly, a long span can be realized with less steel framed members and the truss beam itself serves as a substrate frame for a spandrel wall of a building or a suspended wall. And hence, it is not required to fit other substrate frame members. And also true assembling workability or construction members like columns and beams of the upper body in the construction site is increased.

3. 发明专利

JP2015014149A 耐震補強構造有权
标题翻译：地震强化结构
公开(公告)号：JP2015014149A
公开(公告)日：2015-01-22
申请号：JP2013141957
申请日：2013-07-05
申请人：株式会社竹中工務店 , Takenaka Komuten Co Ltd
发明人： HISAOKI TOMOMI , MAKINO AKIFUMI , SOGA YUTAKA , IMAMIYA JITSUSABURO , FUKUHARA TAKESHI
IPC分类号： E04G23/02
摘要：【課題】コンクリート床のはつり工事を伴わずに鋼製の柱梁架構を補強する耐震補強構造を提供する。【解決手段】耐震補強構造は、鋼製の柱梁架構16と、梁14D上に設けられたコンクリート床18と、柱梁架構16の構面内へ配置され、下辺がコンクリート床18に載置され、上辺が梁14Uに接合され、両側片が柱12L、12Rに接合された補強壁20と、を有している。【選択図】図1
摘要翻译：要解决的问题：提供一种抗震结构，用于加固钢梁梁架，而不会引起混凝土地板的破碎作业。解决方案：一种抗震结构包括：钢梁梁架16; 在梁14D上构造的混凝土地板18; 以及加强壁20，其安装在柱梁框架16的结构平面中，其下侧放置在混凝土地板18上，其上侧连接到梁14U，并且两个侧面分别连接到柱12L和 12R。

4. 发明专利

JP2007278340A Method for installing damper for seismically isolated structure and damping structure 有权
标题翻译：用于安装阻尼器的地震隔离结构和阻尼结构的方法
公开(公告)号：JP2007278340A
公开(公告)日：2007-10-25
申请号：JP2006102880
申请日：2006-04-04
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MAKINO AKIFUMI , SAHASHI MUTSUO , IMAMIYA JITSUSABURO , YAMAMOTO MASAFUMI
IPC分类号： F16F15/04 , E04B1/36 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a method for installing dampers to be installed for a seismically isolated structure and a damping structure for protecting an upper structure and the like from vibration due to a great earthquake.
SOLUTION: Base seats 6 to be mounted on and below base isolation supports are formed on an uneven basis in a relationship to the base adjacent isolation support so that the upper base seat 6a is taller on one side and the lower base seat 6b' is taller on the other side. The damper 7 is installed in almost horizontal attitude between the neighboring taller base seats 6a, 6b'.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于安装用于地震隔离结构的阻尼器的方法和用于保护上部结构等由于大地震而引起的振动的阻尼结构。解决方案：基座隔离支座6和基座隔离支架之间的基座座6相对于基座相邻的隔离支架形成在不均匀的基础上，使得上基座6a在一侧较高，下基座6b “在另一边较高。阻尼器7以相邻较高的底座6a，6b'之间的几乎水平姿态安装。版权所有（C）2008，JPO＆INPIT

5. 发明专利

JP2014111877A Wall body construction block, wall body, method for constructing wall body 有权
标题翻译：墙体结构块，墙体，构筑墙身体的方法
公开(公告)号：JP2014111877A
公开(公告)日：2014-06-19
申请号：JP2013140914
申请日：2013-07-04
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OUSALEM HASSANE , ISHIKAWA YUJI , YAMADA AI , HARA KEIICHI , ITO HIDEJI , MIYAUCHI YASUMASA , UEDA HIROYUKI , MAKINO AKIFUMI
IPC分类号： E04G23/02 , E04B2/02
摘要： PROBLEM TO BE SOLVED: To obtain wall body construction blocks and the wall body capable of suppressing prolongation of a construction period of a work and reducing an amount of grout to be filled in the blocks by stacking blocks from the front face side in the blocks to be stacked while inserting a reinforcing bar in the blocks.SOLUTION: When a wall body is constructed by using a block 12 so that a reinforcing bar is inserted into a through hole 44 of the block 12, the block 12 is made to approach a space from the front face side so that the reinforcing bar passes through a guideway 42 to reach the through hole 44, the reinforcing bar is inserted into the through hole 44 of the block 12, and the block 12 is arranged at a predetermined position. By repeating this operation, a wall body is constructed by a plurality of blocks 12. Prolongation of a construction period of the work can be suppressed by stacking the blocks 12 from the front face side. In addition, since the guideway 42 is made narrow to the through hole 44, an amount of grout to be filled in the blocks 12 can be reduced.
摘要翻译：要解决的问题：为了获得壁体结构块和壁体，其能够抑制工件的施工周期的延长，并且通过从块中的前表面堆积块来减少要填充在块中的浆料的量在将块钢筋插入块体的同时被堆叠。解决方案：当通过使用块体12构造壁体以便将钢筋插入到块体12的通孔44中时，块体12接近空间从前表面侧使得钢筋穿过导轨42到达通孔44，将钢筋插入块12的通孔44中，将块12布置在预定位置。通过重复该操作，壁体由多个块12构成。通过从正面侧堆叠块12可以抑制作业的施工周期的延长。此外，由于导轨42对通孔44的制作较窄，所以能够减少要填充在块体12中的灌浆量。

6. 发明专利

JP2009280963A Vibration control frame using composite damper 有权
标题翻译：使用复合阻尼器的振动控制框架
公开(公告)号：JP2009280963A
公开(公告)日：2009-12-03
申请号：JP2008130984
申请日：2008-05-19
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MAKINO AKIFUMI , YAMAMOTO MASAFUMI , SONE TAKAYUKI , TAKEUCHI MITSURU
IPC分类号： E04H9/02 , F16F7/12 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide a vibration control frame which enhances buckling strength of a steel-based hysteretic damper.
SOLUTION: This vibration control frame includes the pair of steel-based hysteretic dampers 10 which are arranged in an approximate V-shape in the plane of the frame 1 of a building, a viscoelastic body damper 30 which is connected to a joint material 20 provided in a point of intersection of the pair of steel-based hysteretic dampers 10, and a stiffening plate 40 for restraining a joint material 20 from being deformed in the out-of-plane direction of the frame 1. For example, the stiffening plate 40 is provided outside the steel-based hysteretic dampers 10 or outside the viscoelastic body damper 30. In addition, the stiffening plate 40 is arranged in such a manner as to sandwich the joint material 20 from the out-of-plane direction of the frame 1, and provided in such a manner as to directly or indirectly abut on the joint material 20.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种提高钢基滞回阻尼器的屈曲强度的振动控制框架。解决方案：该振动控制框架包括在建筑物的框架1的平面中以大致V形排列的一对钢基滞回阻尼器10，连接到建筑物的框架1的粘弹性体阻尼器30 设置在一对钢基滞回阻尼器10的交点处的材料20以及用于限制接合材料20在框架1的面外方向变形的加强板40.例如，加强板40设置在钢基滞回阻尼器10的外部或粘弹性体阻尼器30的外部。此外，加强板40以从外部的方向夹着接合材料20的方式配置框架1，并且以直接或间接地抵接在接合材料20上的方式提供。版权所有（C）2010，JPO＆INPIT

7. 发明专利

JP2007277817A Two-stage vibration control method and structure 审中-公开
标题翻译：两级振动控制方法与结构
公开(公告)号：JP2007277817A
公开(公告)日：2007-10-25
申请号：JP2006101709
申请日：2006-04-03
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MAKINO AKIFUMI , SAHASHI MUTSUO , IMAMIYA JITSUSABURO
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a two-stage vibration control method and structure for providing the vibration control effect of a wide area range, by exhibiting the vibration control action by operating a vibration control large mass in a big earthquake, and exhibiting the vibration control action to a medium-small earthquake and swinging by wind by always operating a vibration control small mass, by constituting a building body part as the vibration control large mass, and also constituting a heavy facility member as the vibration control small mass.
SOLUTION: A base isolation layer is arranged in a horizontal boundary part between both by isolating the building body part being a part of a multistory building from the multistory building. The vibration control large mass is constituted by supporting the building body part by a base isolation support material arranged in the base isolation layer. A second base isolation material is arranged on the building body part. The vibration control small mass is constituted by supporting the heavy facility member equipped in the multistory building such as a heliport and a facility water tank by the base isolation support material arranged in the second base isolation layer. The vibration control small mass exhibits the vibration control action to the medium-small earthquake and daily swinging by wind by always operating. The vibration control action is exhibited to a big earthquake or a typhoon by operating the vibration control large mass.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种通过在大地震中操作振动控制大质量的振动控制动作来提供广域范围的振动控制效果的两级振动控制方法和结构，以及通过构成作为振动控制大质量的建筑物体部分，通过总是操作振动控制小质量，对中小地震和风摆动进行振动控制动作，并且还构成作为振动控制小质量的重型设备构件。解决方案：通过从多层建筑隔离作为多层建筑的一部分的建筑物体部分，在两者之间的水平边界部分中布置基础隔离层。振动控制大质量是通过将布置在基底隔离层中的基底隔离支撑材料支撑在建筑物体部分上而构成的。第二基础隔离材料布置在建筑物主体部分上。振动控制小质量是通过配置在第二基础隔离层中的基部隔离支撑材料来支撑设置在诸如直升机场和设施水箱的多层建筑物中的重型设备构成的。振动控制小体积表现出对中小地震的振动控制作用，并经常运行时每天摆动风。振动控制动作通过操作振动控制较大的质量而发生在大地震或台风。版权所有（C）2008，JPO＆INPIT

8. 发明专利

JP2010236197A Vibration control frame by composite damper, construction method for the vibration control frame by the composite damper, and interval adjusting method for the vibration control frame by the composite damper 有权
标题翻译：复合阻尼器的振动控制框架，复合阻尼器的振动控制框架结构方法及复合阻尼器对振动控制框架的间隔调整方法
公开(公告)号：JP2010236197A
公开(公告)日：2010-10-21
申请号：JP2009082710
申请日：2009-03-30
申请人： Swcc Showa Device Technology Co Ltd , Takenaka Komuten Co Ltd , 昭和電線デバイステクノロジー株式会社 , 株式会社竹中工務店
发明人： SONE TAKAYUKI , YAMAMOTO MASAFUMI , MAKINO AKIFUMI , MISU MOTOKI , WAKAO KAZUO
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To ensure a clearance between a stopper pin and a pin hole constituting a damper for small amplitude after constructing a vibration control frame by a composite damper.
SOLUTION: This composite damper includes the damper 7 for small amplitude connected with a damper for large amplitude made of steel in series through an extension part 6. The damper 7 for small amplitude includes a pair of external plates 71, a plurality of internal plates 72, a viscous elastic body 73 mounted and nipped between the internal plates 72, and the stopper pin 75 mounted in the pin hole 76 passing through them in the direction for stacking them to be freely inserted and pulled in/out of the pin hole 76. The extension part 6 includes a pair of extension external plates 61 arranged at positions corresponding to the pair of external plates 71, a plurality of extension internal plates 62, a plurality of spacers 63 mounted and nipped between the extension internal plates 62 detachably, a lock mechanism R for regulating amplitude between the damper 7 for small amplitude and the extension part 6, and a lock release mechanism RK allowing amplitude between the damper 7 for small amplitude and the extension part 6.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了确保在通过复合阻尼器构造振动控制框架之后，构成用于小振幅的阻尼器的止动销和销孔之间的间隙。解决方案：该复合阻尼器包括用于小振幅的阻尼器7，其与通过延伸部分6串联的钢制大振幅阻尼器相连。用于小振幅的阻尼器7包括一对外部板71，多个内板72，安装并夹在内板72之间的粘性弹性体73和安装在销孔76中的止动销75，该止动销75沿着穿过它们的方向穿过它们，以便将它们自由地插入和拉出销延伸部分6包括一对延伸外板61，该对延伸外板61布置在与一对外板71对应的位置处，多个延伸内板62，多个间隔件63，可拆卸地安装和夹在延伸内板62之间用于调节用于小振幅的阻尼器7与延伸部分6之间的振幅的锁定机构R和允许减震器7之间的小幅度的锁定解除机构RK 幅度和扩展部分6.版权所有（C）2011，JPO＆INPIT

9. 发明专利

JPH09291600A TEMPORARY STRUCTURAL BASE DIVERSION CONSTRUCTION METHOD IN FIELD ASSEMBLING ERECTION OF SINGLE LAYER LATTICE LARGE DOME STRUCTURE 失效
公开(公告)号：JPH09291600A
公开(公告)日：1997-11-11
申请号：JP10756596
申请日：1996-04-26
申请人： TAKENAKA KOMUTEN CO
发明人： SAHASHI MUTSUO , SOGA YUTAKA , MAKINO AKIFUMI , URYU KUNIMITSU , IINUMA SHIGEO , ICHIKAWA ATSUSHI
IPC分类号： E04B1/32
摘要： PROBLEM TO BE SOLVED: To divert a temporary structural base in the field assembling erection of a single layer lattice large dome structure. SOLUTION: After a central part is constructed in advance and an outer peripheral part is completed, the central part which connects and crosslinks the central part and the outer peripheral part diagonally and partially and an intermediate part and the outer peripheral part in a circular arc shape of 60 angle in symmetry on both sides of it are completed to realize self-standing and stability. Consequently, according to the construction method by which the above procedures are expanded sequentially, an adjacent body of a triangle 1 formed by collecting four basic grids of isosceles triangle which is close to equilateral triangle is used to construct a dome roof structure. A fixing structural base for supporting a dome until it is lifted up is arranged at each joint 2 of the triangle 1, and a diversion structural base which can be diverted when a partial shell structure is completed is arranged at a joint 3 of the basic grids other than the above joint. Structural bases which can be removed every time the partial shell structure 4 is completed in the construction method are thinned out one by one to reduce its number and divert them in the next construction division.

10. 发明专利

JPH06193292A LARGE-SIZED BUILDING WITH PACE DIVIDING MEANS 失效
公开(公告)号：JPH06193292A
公开(公告)日：1994-07-12
申请号：JP35838692
申请日：1992-12-27
申请人： TAKENAKA KOMUTEN CO
发明人： MAKINO AKIFUMI , MATAKI YOSHIHIRO
IPC分类号： E04B1/99 , E04B9/00 , E04H3/10 , E04H3/14
摘要： PURPOSE:To divide a high and large space into desired spaces to prevent diffusion of sound and light, etc. CONSTITUTION:A roof 16 is formed with many roof units 16A, 16B, and 16C, the roof units 16A, 16B, and 16C are suspended movably in vertical direction by extending and retracting multiple suspending members 17b, and the roof units 16A are lowered by extending the suspending members to suspend them approximately in horizontal position. Many roof units 16B are suspended approximately in vertical position by extending the suspending members so that their edges are made in contact or with or near the ground 12 to form a large space A1 divided by many roof units 16A and 16B over the ground 12. Then, the roof units 16A and 16B are moved to a specified roof position by retracting the suspending members. Thus, any special partition must not be installed to be extremely economical.

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