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1. 发明专利

JP2007063955A Connection structure 审中-公开
标题翻译：连接结构
公开(公告)号：JP2007063955A
公开(公告)日：2007-03-15
申请号：JP2005255066
申请日：2005-09-02
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SHIMONO NAOTO , NOZAWA HIROKAZU
IPC分类号： E04B1/21 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To further exhibit the economical merits of a precast concrete column.
SOLUTION: This connection structure is formed by installing an end part of a brace 4 in a connection metallic material 3 by connecting the precast concrete column 2 and a beam 1 by the connection metallic material 3. The precast concrete column 2 is installed on a column connecting pedestal plate 3b formed in the connection metallic material 3 in a state of abutting on its end surface part 2a.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：进一步展示预制混凝土柱的经济价值。解决方案：通过将预制混凝土柱2和梁1连接通过连接金属材料3将支架4的端部安装在连接金属材料3中来形成该连接结构。预制混凝土柱2安装在连接金属材料3上形成的基座板3b的端部处于与其端面部2a抵接的状态的列上。版权所有（C）2007，JPO＆INPIT

2. 发明专利

JP2006124987A Structure for connection 审中-公开
标题翻译：连接结构
公开(公告)号：JP2006124987A
公开(公告)日：2006-05-18
申请号：JP2004312431
申请日：2004-10-27
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SHIMONO NAOTO , NOZAWA HIROKAZU
IPC分类号： E04B1/58 , E04B1/18 , E04B1/30
摘要： PROBLEM TO BE SOLVED: To simply install a beam member and a column member so as to prevent their relative displacement.
SOLUTION: This structure A for connection is installed between a lower end face of a beam and an upper end face of a column to connect the metallic beam member 1 provided with the lower end face 1a of the beam being substantially flat in an installation condition with the column member 2 provided with the upper end face 2a of the column being substantially flat in an installation condition so as to transmit load from the beam member to the column member. A metallic upper part plate member 9 and a metallic lower part plate member 10 are fixed to both end parts of a metallic cylindrical body 8, respectively, and this structure for connection is provided so as to install between the lower end face of the beam and the upper end face of the column at the attitude where the upper part plate member and the lower part plate member are positioned up and down. The upper part plate member is provided to fix it to the beam member in an installation condition in which a cylindrical shaft axis X of a cylindrical body is along a shaft axis of the column member while its upward facing face 12 comes into face-contact with the lower end face of the beam. The lower part plate member is provided to fix it to the column member while its downward facing face 14 comes into face-contact with the upper end face of the column.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：简单地安装梁构件和柱构件以防止它们的相对位移。解决方案：用于连接的该结构A安装在梁的下端面和柱的上端面之间，以将设置有梁的下端面1a的金属梁构件1连接在基本上平坦的梁设置有柱体的上端面2a的柱构件2的安装状态在安装状态下基本上平坦，从而将负载从梁构件传递到柱构件。分别将金属制的上板部件9和金属制的下部板部件10固定在金属制圆筒体8的两端部，该连接结构体设置在梁的下端面和在上部板状部件和下部板状部件的上下方向的状态下的列的上端面。上部板构件被设置成在圆柱体的圆柱形轴线X沿着柱构件的轴线沿其面向上的面12接触的安装状态下将其固定到梁构件梁的下端面。下部板构件设置成将其固定到柱构件，同时其向下的面14与柱的上端面面接触。版权所有（C）2006，JPO＆NCIPI

3. 发明专利

JP2005105742A Beam joint structure 有权
标题翻译：梁结构
公开(公告)号：JP2005105742A
公开(公告)日：2005-04-21
申请号：JP2003343543
申请日：2003-10-01
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： NAKAHIRA KAZUTO , NOZAWA HIROKAZU , MUKAI HISAO , SUGATA MASAHIRO
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To make an end part of a beam for receiving a load hardly buckled even when the large load acts onto a beam joint. SOLUTION: In the beam joint structure, a supporting part 3 is mounted on the side of a girder 1 to receive and support the beam 2, and the end part of the beam 2 arranged in a direction crossing the girder 1 is placed on and supported by the supporting part 3. In the structure, an upper flange part 2a of the beam 2 is placed on the supporting part 3 to be supported. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：即使当大负载作用在梁接头上时，使接收负载的梁的端部几乎不弯曲。解决方案：在梁接头结构中，支撑部分3安装在梁1的侧面以接收和支撑梁2，并且将梁2的沿与横梁1相交的方向布置的端部放置在该结构中，梁2的上凸缘部2a被放置在支撑部3上。版权所有（C）2005，JPO＆NCIPI

4. 发明专利

JP2015042820A 基礎構造审中-公开
标题翻译：基金会结构
公开(公告)号：JP2015042820A
公开(公告)日：2015-03-05
申请号：JP2013174553
申请日：2013-08-26
申请人：株式会社竹中工務店 , Takenaka Komuten Co Ltd
发明人： HAMADA JUNJI , TANIGAWA TOMOHIRO , OKUDE HISATO , NOZAWA HIROKAZU , ONO MASATO , KIHARA TAKASHI
IPC分类号： E02D27/34 , E02D3/12 , E02D5/80
摘要：【課題】構造物に引抜き力やロッキングが生じても、水平荷重を地盤改良体に流すことができる基礎構造を提供する。【解決手段】基礎構造は、地盤14を改良した地盤改良体10と、地盤改良体10の上に構築された構造物の基礎部12と、地盤改良体10の下方の支持地盤16に定着され、基礎部12に緊張して固定されたアンカー部材18と、を有している。【選択図】図1
摘要翻译：要解决的问题：即使在结构中产生拉拔力和摇摆的情况下，也能够提供能够将水平载荷转移到土体改良体的基础结构。解决方案：基础结构包括：土壤改良体10，其中土壤14改善; 在土壤改良体10上构造的结构的基础部分12; 以及锚定构件18，锚固构件18锚固到土壤改良体10下方的承载地面16，并且以张紧状态固定到基础部分12。

5. 发明专利

JP2013002032A Earthquake-resisting wall of corrugated steel plate and calculation method of initial elastic shear stiffness thereof 有权
标题翻译：腐蚀钢板的地震电磁墙及其初始弹性剪切强度的计算方法
公开(公告)号：JP2013002032A
公开(公告)日：2013-01-07
申请号：JP2011130587
申请日：2011-06-10
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OTA YOSHIHIRO , KANEKO HIROFUMI , YAMADA AI , TAKEUCHI MITSURU , TANAKA HIDETO , SUZUKI NAOMIKI , NOZAWA HIROKAZU
IPC分类号： E04H9/02 , E04B2/56
摘要： PROBLEM TO BE SOLVED: To provide an earthquake-resisting wall of corrugated steel plate which allows a plurality of openings to be formed with improved workability, and a calculation method of the initial elastic shear stiffness thereof.SOLUTION: A corrugated steel plate 30 is provided with a plurality of openings 40. The openings 40 are holes in a circular form having the same radius, and arranged in a staggered form in each flat plate part 30P of the corrugated steel plate 30, such that stress transmitting parts 42A and 42B tilted in the opposite directions relative to the vertical direction are formed between the neighboring openings 40.
摘要翻译：要解决的问题：提供波纹钢板的耐震墙，其允许形成具有改进的可加工性的多个开口，以及其初始弹性剪切刚度的计算方法。波纹钢板30设置有多个开口40.开口40是具有相同半径的圆形孔，并且在波纹钢板的每个平板部分30P中以交错的形式布置 30，使得在相邻的开口40之间形成相对于垂直方向在相反方向倾斜的应力传递部42A和42B。（C）2013，JPO＆INPIT

6. 发明专利

JP2008088632A Steel-plate earthquake-resisting wall 有权
标题翻译：钢板接地墙
公开(公告)号：JP2008088632A
公开(公告)日：2008-04-17
申请号：JP2006267038
申请日：2006-09-29
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MINE TAKATOSHI , NOZAWA HIROKAZU , KUSHIMA SOICHIRO
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To facilitate the addition of design performance to a wall while exerting a function of an earthquake-resisting wall, and to secure daylighting through the wall.
SOLUTION: A plurality of cross ribs 3 are juxtaposed at vertical intervals throughout both right and left columns 1A in a space S between the column 1A and beam 1B of a main frame 1, a plurality of longitudinal ribs 4 are juxtaposed at horizontal intervals throughout both upper and lower beams 1B, some Ss of respective small spaces Ss obtained by subdividing the space S by both the ribs 3 and 4 are constituted as closed portions 5 in which an earthquake-resisting steel plate 2 is provided in a state of closing the small spaces Ss; the small spaces Ss except them are constituted as an opening 6 which passes through the front side and the backside of the wall; and the closed portions 5 and the openings 6 coexist in all of respective small space rows G and respective small space columns R, and are regularly arranged in each of the small space rows G and each of the small space columns R.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了方便在墙上施加防震设计性能，同时发挥抗震墙的功能，并且通过墙壁保持采光。解决方案：多个横肋3在主框架1的柱1A和梁1B之间的空间S中的左右列1A的垂直间隔处并置，多个纵向肋4以水平方式并置在上梁和下梁1B的间隔中，通过将两个肋3和4细分空间S而获得的各个小空间Ss的一些Ss构成为在其中设置有抗震钢板2的状态的封闭部分5 关闭小空间Ss; 除了它们之外的小空间Ss构成通过壁的前侧和后侧的开口6; 并且闭合部分5和开口6共享在所有相应的小空间行G和各个小空间列R中，并且规则地布置在每个小空间列G和每个小空间列R中。 COPYRIGHT （C）2008，JPO＆INPIT

7. 发明专利

JP2015055093A 柱梁接合機構审中-公开
标题翻译：柱梁加工机械
公开(公告)号：JP2015055093A
公开(公告)日：2015-03-23
申请号：JP2013188657
申请日：2013-09-11
申请人：株式会社竹中工務店 , Takenaka Komuten Co Ltd
发明人： YAMAZAKI KENJI , MURAKAMI RIKUTA , NAKAHIRA KAZUTO , NOZAWA HIROKAZU , SUZUKI NAOMIKI , UEDA HIROYUKI , USAMI TORU , KANEKO HIROFUMI
IPC分类号： E04B1/24 , E04B1/58
摘要：【課題】地震時の揺れに対する塑性変形によるエネルギー吸収が、柱端部及び梁端部に先行して柱梁接合部で生ずるようにした柱梁接合機構を提供する。【解決手段】下側柱端部E1と上側柱端部E2と梁端部E3と柱梁接合部2とからなり、柱梁接合部は、下側柱端部に接合した水平な第1ダイアフラム4と、上側柱端部に接合した水平な第2ダイアフラム6と、これら第1ダイアフラムと第2ダイアフラムとを連結する、少なくとも一枚の塑性変形可能な垂直壁で形成され、この垂直壁の側面に上記梁端部を接合した主連結部10と、第1ダイアフラムと第2ダイアフラムとを連結する少なくとも一本の塑性変形可能な支柱を含み、各支柱の横断面積を上記垂直壁の横断面積よりも小とした副連結部20とを具備し、支柱のせん断降伏変形量が垂直壁のせん断降伏変形量よりも大となるように形成した。【選択図】図1
摘要翻译：要解决的问题：提供一种柱梁接合机构，用于通过在柱端部和梁端部之前通过塑性变形在地震中，在柱梁接合部中摆动的能量吸收。解决方案：柱梁接合机构由下侧柱端部E，上侧柱端部E构成。梁端部E和柱梁接合部2以及柱梁接合部分设置有水平的第一连接到下侧柱端部的隔膜4，与上侧柱端部接合的水平的第二隔膜6，用于连接这些第一隔膜和第二隔膜的主连接部10，其由至少一个可塑性变形的垂直壁形成，并且接合梁端部到该垂直壁的侧表面，以及子连接部分20，其包括至少一个塑性变形柱，用于连接第一隔膜和第二隔膜，并形成横截面积o 相应的柱比垂直壁的横截面积小，并且形成为使得柱的剪切屈服变形体积变得大于垂直壁的剪切屈服变形体积。

8. 发明专利

JP2014077339A Equipment material construction structure and beam joint structure 审中-公开
标题翻译：设备材料结构和梁结构
公开(公告)号：JP2014077339A
公开(公告)日：2014-05-01
申请号：JP2013163474
申请日：2013-08-06
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KONO TAKASHI , TANAKA KENJI , OHORI FUTOSHI , SASAKI JUNICHI , SAKURAGAWA NORIO , NOZAWA HIROKAZU , NAKAHIRA KAZUTO , OKUNO YUICHIRO , TAKEUCHI MITSURU
IPC分类号： E04B1/18 , E04B1/24 , E04C3/06 , E04C3/294
摘要： PROBLEM TO BE SOLVED: To reduce labor of a construction work of a construction material.SOLUTION: Equipment material construction structure 10 comprises a haunch steel frame large beam 30, a steel frame small beam 40 and equipment piping 18. In the haunch steel frame large beam 30, beam height Sat a middle part 30M in its material axis direction becomes smaller than beam height Sat ends 30E on both sides in its axial direction. The steel frame small beam 40 is rigidly joined to the haunch steel frame large beam 30. The steel frame small beam 40 is rigidly joined to the haunch steel frame large beam 30 so that a lower flange part 40B constituting its lower end is not located at a lower side than a lower flange part 32B at the middle part 30M of the haunch steel frame large beam 30. The equipment piping 18 is constructed at the middle part 30M of the haunch steel frame large beam 30 and a lower side of the steel frame small beam 40.
摘要翻译：要解决的问题：减少建筑材料施工工作的劳动力。解决方案：设备材料施工结构10包括葫芦钢框架大梁30，钢框架小梁40和设备管道18.在桁架钢框架大光束30，光束高度Sat在其材料轴方向上的中间部分30M变得小于其轴向两侧的光束高度Sat端部30E。钢框架小梁40刚性地连接到葫芦钢框架大梁30.钢框架小梁40刚性地连接到葫芦钢框架大梁30，使得构成其下端的下凸缘部分40B不位于在葫芦钢框架大梁30的中间部分30M处的下部凸缘部32B的下侧。设备管道18构造在葫芦钢框架大梁30的中间部分30M处，并且钢框架的下侧小梁40。

9. 发明专利

JP2008133660A Building 有权
标题翻译：建造
公开(公告)号：JP2008133660A
公开(公告)日：2008-06-12
申请号：JP2006320553
申请日：2006-11-28
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SAKURAGAWA NORIO , KONO TAKASHI , NAKAHIRA KAZUTO , NOZAWA HIROKAZU , KATASE TOSHIYUKI , ISHITOBI HIROSHI , YUMIZAWA KIMIMICHI
IPC分类号： E04B1/24 , E04B1/58 , E04B1/682
摘要： PROBLEM TO BE SOLVED: To provide a long and massive building which is constructed such that simple expansion joints are arranged only in upper-layer slabs at least inclusive of a roof slab, out of slabs in a plurality of layers, to alleviate an influence of temperature change on the upper-layer slabs, and that floor planning in lower layers has high flexibility and double provision of columns and beams is dispensed with due to absence of the expansion joints in the lower-layer slabs, to thereby contribute to cost reduction.
SOLUTION: In the building having a plurality of stories, which is so long and massive that an influence of building expansion/contraction due to the temperature change on a skeleton becomes a considerable problem, the expansion joints are arranged only in the upper-layer slabs at least inclusive of the roof slab 1, and an end of the beam located on each side of the expansion joint is made movable in a width direction of the expansion joint, and therefore the beam can follow the behavior of the slab due to the temperature change.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种长而巨大的建筑物，其构造使得简单的膨胀接头仅布置在至少包括屋顶板的上层板中，从多层的板坯中排出，以减轻温度变化对上层板坯的影响，下层楼板规划具有较高的灵活性，由于下层板坯中不存在膨胀节，省去了柱梁的双重设置，从而有助于降低成本。解决方案：在具有多个故事的建筑物中，由于温度变化造成的建筑物对骨架造成的建筑膨胀/收缩的影响是相当大的问题，因此膨胀接头仅布置在上部至少包括屋顶板1的板坯，并且位于膨胀节的每一侧的梁的端部在膨胀节的宽度方向上可移动，因此梁可以跟随板坯的行为到温度变化。版权所有（C）2008，JPO＆INPIT

10. 发明专利

JP2005188204A Floor forming method 有权
标题翻译：地板成型方法
公开(公告)号：JP2005188204A
公开(公告)日：2005-07-14
申请号：JP2003433069
申请日：2003-12-26
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： NAKAHIRA KAZUTO , NOZAWA HIROKAZU , HIRAYAMA TAKAYUKI , MURAKAMI RIKUTA
IPC分类号： E04B5/43
摘要： PROBLEM TO BE SOLVED: To provide a method of easily forming a floor with a high vibration damping effect at a low cost.
SOLUTION: This method of forming a floor F uses a floor body F1 provided with a floor frame composed of a slab 1, a large beam 2 and a small beam 3, and also a vibration damping system F2 damping the vibration of the floor body F1 by means of tension resisting members 4 connected among the floor frame members in a tension resistible way. The tension resisting members 4 are installed among the floor frame members after concrete placement to the floor body F1 is completed. When each tension resisting member 4 is installed, its one end 4a is fixed at least at the small beam 3 and its other end 4b is fixed at a floor frame material other than the small beam 3 or a column. The tension resisting member 4 is installed so that a position for fixing the end 4a is higher than that for fixing the other end 4b, and the slackening of the members 4 is avoided.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种以低成本容易地形成具有高振动阻尼效果的地板的方法。解决方案：这种形成地板F的方法使用具有由板坯1，大梁2和小梁3构成的地板框架的地板本体F1，以及减震装置的振动通过可张紧的方式连接在地板框架构件之间的抗张力构件4构成地板体F1。在地板本体F1的混凝土配置完成之后，抗拉构件4安装在地板框架构件中。当每个抗张力构件4安装时，其一端4a至少固定在小梁3上，另一端4b固定在小梁3或立柱以外的地板框架材料上。抗张力构件4被安装成使得固定端部4a的位置高于用于固定另一端4b的位置，并且避免了构件4的松弛。版权所有（C）2005，JPO＆NCIPI

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