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31. 发明专利

JP2006037649A Frame structure of apartment house 有权
标题翻译：公寓房框架结构
公开(公告)号：JP2006037649A
公开(公告)日：2006-02-09
申请号：JP2004222506
申请日：2004-07-29
申请人： Sekisui House Ltd , Takenaka Komuten Co Ltd , 株式会社竹中工務店 , 積水ハウス株式会社
发明人： TOYODA YUKIO , KONISHI KOJI , HARA MASATERU , TANIGUCHI HAJIME , IDE YOSHITO , HIRAIDE TORU , UEDA HIROYUKI
IPC分类号： E04B1/18
摘要： PROBLEM TO BE SOLVED: To provide a frame structure of an apartment house, which prevents the length of a party wall from being limited, while being equipped with the advantage of preventing the protrusion of a column and a beam into a living space.
SOLUTION: In the apartment house 10 wherein a plurality of dwelling units are juxtaposed on each floor, a frame 30, which comprises the column 13 and the beam 12, composed of a steel-frame concrete structural member, is erected in the state of facing both outer peripheral surfaces, in a longitudinal direction in a plan view, of the apartment house 10; a plurality of studs 15, 15... are erected between the columns 13 and 13, arranged in an opposed state, along the party wall between the dwelling units 11 and 11; binders 14, 14... are continuously provided between the studs 15 and 15 and between the stud 15 and the column 13; and a slab floor 40 is formed on an almost horizontal plane which is formed of the beam 12 and the binder 14 on each floor. On different boundaries in the direction of a main reinforcement of the slab floor 40, a binder 16 is laid between the studs 15 and 15 almost in parallel with the beam 12. The studs 15 are arranged inside the party wall, and the binders 14 and 16 are embedded in the slab floor 40.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种能够防止聚会墙的长度被限制的公寓的框架结构，同时具有防止柱和梁突出到生活空间中的优点。解决方案：在其中多个住宅单元并列在每个楼层的公寓10中，包括由钢框架混凝土结构构件构成的立柱13和梁12的框架30竖立在在公寓10的平面图的纵向方向上面对两个外周面的状态; 沿着居住单元11和11之间的侧壁竖立在列13和13之间的多个柱15,15被布置成相对的状态; 粘合剂14,14 ...连续地设置在螺柱15和15之间以及螺柱15和柱13之间; 并且板状地板40形成在由梁12和每个楼层上的活页夹14形成的几乎水平的平面上。在板坯地板40的主加强方向上的不同边界上，将粘合剂16放置在与梁12几乎平行的螺柱15和15之间。螺柱15布置在侧墙内，并且粘合剂14和 16嵌入在板楼40中。版权所有（C）2006，JPO＆NCIPI

32. 发明专利

JP2002081134A STRENGTH ESTIMATING METHOD FOR STEEL PIPE COLUMN AND BEAM JOINT 失效
公开(公告)号：JP2002081134A
公开(公告)日：2002-03-22
申请号：JP2000271631
申请日：2000-09-07
申请人： TAKENAKA KOMUTEN CO , KUBOTA KK
发明人： SHIMONO NAOTO , SEGAWA TERUO , OKAMOTO TATSUO , UEDA HIROYUKI , KANEKO HIROFUMI , HIRAIDE TORU , HIGUCHI MITSURU , EITO OSAMU , TAGANO KIMISUKE , MORIZAKI MITSURU , HARADA KOICHI
IPC分类号： E04B1/30
摘要： PROBLEM TO BE SOLVED: To make it possible to determine the yield strength of a joint between a steel pipe column and a beam more accurately and easily with less labor. SOLUTION: The yield strength cPy of the joint between the steel pipe column and the beam can be calculated from an outer diameter Dp of a thickened steel pipe portion K2, a pipe thickness Tp of a thickened steel pipe portion K2, a joint width Bf' including an excess metal of weld of the thickened steel pipe portion K2 and a beam flange BF of the steel pipe column and beam joint, a joint height Tf' including an excess metal of weld of the thickened steel pipe portion K2 and a beam flange BF, an axial tension ratio (np) which is a ratio between the axial tension at the thickened steel pipe portion and the yield strength in axial direction of the thickened steel pipe portion, an yield unit stress fσy of a beam member, and an yield unit stress cσy of the column member based on the following estimation equation (1): cPy=C 1.DpC2.TpC3.Bf'C4.Tf'C5.(1-np)C6.fσyC7.cσyC8... (1).

33. 发明专利

JP2000220210A BASE ISOLATION BUILDING STRUCTURE 失效
公开(公告)号：JP2000220210A
公开(公告)日：2000-08-08
申请号：JP2473999
申请日：1999-02-02
申请人： TAKENAKA KOMUTEN CO , KUROSAWA KENSETSU KK
发明人： UEDA HIROYUKI , FUKUYAMA KUNIO , IKEDA HIDEMI , KUROSAWA RYOHEI
IPC分类号： E04B1/16 , E04B1/22 , E04B1/36 , E04H9/02 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To exhibit base isolation performance of a base isolation device by connecting a column part and a beam part by tension of a pre-stress introducing long body to heighten the rigidity of an upper building frame. SOLUTION: A building structure B is formed on an independent footing B1 through a base isolation device 1. At this time, the end of a beam part 5 is placed on a stepped part 8a formed on a connecting block of the base isolation device 1, PC steel wire (pre-stress introducing long body 4a) is inserted in mutual sheaths, and with the PC steel wire tensed, the base isolation device 1 and the beam part 5 are connected. The end of the beam part 5 is placed on the stepped part 4b of the column part 4, PC steel wire is inserted in mutual sheaths, and with the PC steel wire tensed, the column part 4 and the beam part 4 are connected to each other. Thus, building structures B2 are just sequentially built up on the base isolation device 1 to form a base isolation building in a short term, and the rigidity of the building structure B2 can be heightened to efficiently exhibit base isolation performance of the base isolation device 1.

34. 发明专利

JPH10183751A BALCONY PANEL MOUNTING STRUCTURE 失效
公开(公告)号：JPH10183751A
公开(公告)日：1998-07-14
申请号：JP34988796
申请日：1996-12-27
申请人： TAKENAKA KOMUTEN CO
发明人： INO TATSUO , KITA YASUYUKI , MAEDA TOSHIO , IDE KOJI , UEDA HIROYUKI , MORIKAWA TSUTOMU
IPC分类号： E04B1/00
摘要： PROBLEM TO BE SOLVED: To efficiently perform the fixing work by using a fixing tool having a simple structure while obtaining changeable outward appearance. SOLUTION: A balcony panel mounting structure is constituted by arranging a plurality of wall panels 3 in parallel through wall joint parts 5 and by attaching a plurality of balcony panels 4 arranged in parallel through balcony joint parts 12 to the front side of the plurality of wall panels 3. In this case, a first dimension L1 which is the dimension in the direction of parallel arrangement of the balcony panels 4 is set to be longer than a second dimension L2 which is the dimension in the direction of parallel arrangement of the wall panels 3, and the balcony panel 4 is attached to only one of the plurality of wall panels 3 to which the balcony panels 4 face.

35. 发明专利

JP2010242362A Demolition method for tower-like building 有权
标题翻译：塔式建筑物的拆卸方法
公开(公告)号：JP2010242362A
公开(公告)日：2010-10-28
申请号：JP2009091765
申请日：2009-04-06
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MASUI TETSUYA , UEDA HIROYUKI
IPC分类号： E04G23/08 , E04H12/10
摘要： PROBLEM TO BE SOLVED: To provide an economical demolition method for a tower-like building which dispenses with the work for constructing a new foundation for demolition work, when demolishing the tower-like building from its lower part and the work for removing the foundation for the demolition work after demolishing the tower-like building.
SOLUTION: In this demolition method for the tower-like building, this tower-like building 1 is separated into an upper part skeleton 2 of the building and a lower part skeleton 3 of the building, the upper part skeleton 2 of the building is pulled down with a jack by making use of the lower part skeleton 3 of the building as a support pedestal, the upper part skeleton 2 of the building is sequentially demolished from a lower layer using an upper face of the lower part skeleton 2 of the building as a work floor 16, and then the lower part skeleton 3 of the building is demolished by the work on the ground.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为塔式建筑物提供经济的拆除方法，不需要拆除新建的拆除基础的工作，拆除塔式建筑物的下部拆除工作拆除塔楼后拆迁工作的基础。解决方案：在塔式建筑物的这种拆除方法中，该塔式建筑物1被分为建筑物的上部骨架2和建筑物的下部骨架3，建筑物通过利用建筑物的下部骨架3作为支撑基座用千斤顶下拉，建筑物的上部骨架2使用下部骨架2的上表面从下层顺序地拆下建筑物作为工作台16，然后建筑物的下部骨架3被地面上的工作拆除。版权所有（C）2011，JPO＆INPIT

36. 发明专利

JP2010101014A Building method 审中-公开
标题翻译：建筑方法
公开(公告)号：JP2010101014A
公开(公告)日：2010-05-06
申请号：JP2008271138
申请日：2008-10-21
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMAMOTO SHUNJI , UEDA HIROYUKI , MOCHINAGA TAKAHIRO
IPC分类号： E04G23/02 , E02D27/00 , E02D27/12 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To efficiently and accurately construct a pile even in a slope.
SOLUTION: In this building method, a new building B1 is formed above an existing slab 2, which is installed leaving a space from the slope n, above the slope n. The new pile 4 is installed in the ground G of the slope n from the top of the existing slab 2. A newly-constructed column 5 of the building B1 is connected to an upper end of the pile 4 above the existing slab 2, and the building B1 is formed so that a load of the building acts onto the pile 4 from the column 5.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：即使在斜坡中也能有效且准确地构造桩。解决方案：在这种建筑方法中，在现有的平板2的上方形成一个新的建筑物B1，它安装在斜坡n上方从斜面n留下一个空间。新桩4从现有板坯2的顶部安装在斜面n的地面G.建筑物B1的新建立的柱5连接到现有板坯2上方的桩4的上端，并且建筑物B1形成为使得建筑物的载荷从塔5作用在桩4上。版权所有（C）2010，JPO＆INPIT

37. 发明专利

JP2010007395A Vibration control wall using corrugated steel plate 有权
标题翻译：振动控制墙使用腐蚀钢板
公开(公告)号：JP2010007395A
公开(公告)日：2010-01-14
申请号：JP2008169610
申请日：2008-06-27
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMAMOTO SHUNJI , UEDA HIROYUKI , YAMAMOTO MASAFUMI , SONE TAKAYUKI , OTA YOSHIHIRO , TAKEUCHI MITSURU
IPC分类号： E04H9/02 , F16F7/12 , F16F15/02 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide a vibration control wall using a corrugated steel plate that can reduce the vibration of wide range amplitude of a building caused by an earthquake or the like and exhibit the vibrational energy absorbing performance of a viscoelastic damper to the bending deformation or the like of the building. SOLUTION: The vibration control wall 1 using the corrugated steel plate 10 comprises the corrugated steel plate 10 erected on an installation face so that the folding lines are horizontal, and the viscoelastic damper 20 connected in series to the vertical end of the corrugated steel plate 10. The vibration control wall 1 comprises a first space part 35 allowing the horizontal deformation of the viscoelastic damper 20 to a first allowable amount; a second space part 36 allowing the vertical deformation of the viscoelastic damper 20 to a second allowable amount; and a pin 33 restraining the viscoelastic damper 20 from being horizontally deformed exceeding the first allowable amount when the horizontal deformation of the viscoelastic damper 20 reaches the first allowable amount and restraining the viscoelastic damper from being vertically deformed exceeding the second allowable amount when the vertical deformation of the viscoelastic damper 20 reaches the second allowable amount. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种使用波纹钢板的振动控制壁，其可以减少由地震等引起的建筑物的宽幅度振幅的振动，并且将粘弹性阻尼器的振动能吸收性能表现为建筑物的弯曲变形等。解决方案：使用波纹钢板10的振动控制壁1包括竖立在安装面上的波纹钢板10，使得折叠线是水平的，并且粘弹阻尼器20与波纹板的垂直端串联连接振动控制壁1包括允许粘弹性阻尼器20的水平变形达到第一允许量的第一空间部分35; 允许粘弹性阻尼器20的垂直变形达到第二允许量的第二空间部分36; 以及当粘弹性阻尼器20的水平变形达到第一允许量时，限制粘弹性阻尼器20的水平变形超过第一容许量的销33，并且当垂直变形时限制粘弹性阻尼器垂直变形超过第二允许量的粘弹性阻尼器20达到第二允许量。版权所有（C）2010，JPO＆INPIT

38. 发明专利

JP2009121042A Base-isolated building 审中-公开
标题翻译：基础隔离建筑
公开(公告)号：JP2009121042A
公开(公告)日：2009-06-04
申请号：JP2007293270
申请日：2007-11-12
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KANEGAE YUKAKO , UEDA HIROYUKI , YAMAMOTO SHUNJI
IPC分类号： E04H9/02 , E04B1/36 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To simplify a fixing portion structure of a base-isolating device and enhance the efficiency of base-isolating device mounting work, while enabling the relaxation of a pull-out force acting on the base-isolating device. SOLUTION: In a base-isolated building, the base-isolating device 1, which is equipped with a laminated rubber 1a and flanges 1b provided integrally with upper and lower portions of the laminated rubber 1a, is interposed between upper and lower structure sections B2 and B1; and a tensile force relaxing member G, which relaxes a tensile force by its own bending deformation when a vertical tensile force acts on the base-isolating device 1, is attached between the base-isolating device 1 and at least either of the upper and lower structure sections B2 and B1. The base-isolated building is structurally formed in such a manner that at least either of the upper and lower structure sections B2 and B1 and the tensile force relaxing member G are engaged with each other, so that resistance can be applied to the relative displacement of them in a lateral direction. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了简化基座隔离装置的固定部分结构，并提高基座隔离装置安装作业的效率，同时能够松弛作用在隔离装置上的拉出力。解决方案：在隔离隔离的建筑物中，设置有叠层橡胶1a和与叠层橡胶1a的上部和下部一体设置的凸缘1b的基底隔离装置1插入在上部和下部结构之间 B2和B1部分; 以及拉伸力缓和构件G，其在垂直张力作用在基底隔离装置1上时通过其自身的弯曲变形松弛张力，附接在基底隔离装置1和上下两者之一结构部分B2和B1。基础隔离的建筑物的结构形式使得上下结构部分B2和B1中的至少任意一个与张力松弛部件G相互接合，使得可以将电阻施加在相对位移他们在横向方向。版权所有（C）2009，JPO＆INPIT

39. 发明专利

JP2008144431A Method and structure for joining precast reinforced concrete beam members 有权
标题翻译：加固预应力混凝土梁构件的方法与结构
公开(公告)号：JP2008144431A
公开(公告)日：2008-06-26
申请号：JP2006331421
申请日：2006-12-08
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YANAGISAWA NOBUYUKI , KUSAKA SATORU , UEDA HIROYUKI , HIRAKAWA YASUAKI , ISHIKAWA YUJI
IPC分类号： E04B1/58 , E04B1/21
摘要： PROBLEM TO BE SOLVED: To provide a method and a structure for joining precast reinforced concrete beam members to each other enabling reduction in construction period and having excellent construction efficiency, safety, and economic efficiency.
SOLUTION: A cutout part 10a is formed at the abutted end of one side beam member 10, and a projecting part 11a combined with the cutout part 10a is formed at the abutted end of the other side beam member 11. The beam members 10, 11 having connection holes 1 at the positions where the axes of the holes are aligned with each other when the beam members are combined with each other are combined with each other and positioned at the cutout part and the projecting part. A connection member 2 is inserted into the aligned connection holes, and positioned to ride on both the cutout part and the projecting part of each of the beam members. The contact portion between the beam members and the inside of the connection holes are filled with a hardening material 4 to integrally join the precast reinforced beam members to each other.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种将预制钢筋混凝土梁构件相互连接的方法和结构，能够缩短施工周期，并且具有优良的施工效率，安全性和经济性。解决方案：在一个侧梁构件10的邻接端处形成切口部分10a，并且在另一侧梁构件11的邻接端部处形成有与切口部分10a组合的突出部分11a。梁构件如图10,11所示，当梁构件彼此组合时，在孔的轴线彼此对准的位置处具有连接孔1，彼此组合并定位在切口部分和突出部分。连接构件2插入到对准的连接孔中，并且定位成骑在每个梁构件的切口部分和突出部分上。梁构件与连接孔内侧的接触部分填充有硬化材料4，以将预制加强梁构件彼此一体地连接起来。版权所有（C）2008，JPO＆INPIT

40. 发明专利

JP2006183282A Building 审中-公开
标题翻译：建造
公开(公告)号：JP2006183282A
公开(公告)日：2006-07-13
申请号：JP2004376414
申请日：2004-12-27
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SUZUKI NAOMIKI , UEDA HIROYUKI , AOKI KAZUO , SHIMANO YUKIHIRO , WAKAMATSU KAZUNORI , HIRAYAMA KITAE , ONO MASATO
IPC分类号： E04B1/94 , A62C3/00 , A62C35/02 , E04H9/14
摘要： PROBLEM TO BE SOLVED: To provide a building capable of preventing a fire to the minimum while maintaining the beauty of the building making use of a woody structural section.
SOLUTION: In the building constituted by having the woody structural section 1, a storage section 2A storing an extinguishing material G in a dischargeable manner, and a fire extinguishing mechanism S enabling the extinguishing material G in the storage section 2A to being freely discharged to the surface through the inside of the structural section 1 by heat of the fire is provided.
COPYRIGHT: (C)2006,JPO&NCIPI

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