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1. 发明专利

JP2005146692A Bearing capacity evaluation method 审中-公开
标题翻译：轴承能力评估方法
公开(公告)号：JP2005146692A
公开(公告)日：2005-06-09
申请号：JP2003386788
申请日：2003-11-17
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MATSUMOTO TAKESHI , YAMAMOTO HIROSHI , MAENO TOSHIMOTO , HIRAKAWA YASUAKI , FUKUMOTO KOJI , FUJIMOTO TSUKASA
IPC分类号： E02D1/02 , E02D27/28
摘要： PROBLEM TO BE SOLVED: To reduce restrictions on soil to be evaluated and evaluate bearing capacity of soil in situ speedily.
SOLUTION: In this soil bearing capacity evaluation method in situ, soil to be evaluated is sampled in situ to obtain moisture ratio w and wet unit volume weight γ
t of the sample, infer an internal friction angle ϕ from the moisture ratio w and the wetting unit volume weight γ
t , obtain bearing capacity of soil from the inferred internal friction angle ϕ, and compare it with required bearing capacity of soil for evaluation.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：减少对待评估土壤的限制，并迅速评估土壤承载力。
解决方案：在现场的土体承载力评估方法中，要评估的土壤原位采样，以获得样品的水分比w和湿单位体积重量γ t ，推断内部摩擦从湿度比w和湿润单位体积重量γ t 的角度φ，从推断的内摩擦角φ获得土壤的承载力，并将其与土壤的所需承载力进行比较以进行评估。版权所有（C）2005，JPO＆NCIPI

2. 发明专利

JP2005068772A Towery building and its construction method 有权
标题翻译：塔式建筑及其施工方法
公开(公告)号：JP2005068772A
公开(公告)日：2005-03-17
申请号：JP2003298995
申请日：2003-08-22
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OKUDE HISATO , NAKANISHI TAKESHI , FUKUMOTO KOJI , MAEKAWA MOTONOBU , TSUBAKI HIDEAKI
IPC分类号： E04H12/02 , E04G21/14
摘要： PROBLEM TO BE SOLVED: To provide a new structural towery building superior in an external appearance, providing a sense of unity with the building in design, having high rigidity, and reducing swinging in a strong wind and an earthquake, since a steel frame member is not bared more than a conventional towery building.
SOLUTION: A cross-sectional quadrangular towery building A is constructed in such a way that a tower unit (a) has mutually opposed two precast concrete boards 4, a pair of steel frame truss units 5 connected between both side parts of the precast concrete boards, and a floor material 7 laid between horizontal members 6 of the steel frame truss units; and is preassembled in a low position; the tower unit is stacked by using a hoisting machine; the mutual precast concrete boards and the mutual steel frame truss units of the upper and lower tower units are connected; among planes of structure in the mutually right-angled X and Y directions, a plane of structure in the X direction is formed into a reinforced concrete aseismatic wall 2; and a plane of structure in the Y direction is formed into a steel frame truss structure 3 using the aseismatic wall 2 as a vertical member of a truss.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种外观优越的新型结构性高层建筑，与设计中的建筑物一致，具有高刚性，减少强风和地震中的摆动，因为钢框架成员不比常规的陶器建筑物更多。解决方案：横截面的四边形砌体建筑物A的构造使得塔架单元（a）相互对置两个预制混凝土板4，一对钢框架桁架单元5，其连接在预制混凝土板和铺设在钢框架桁架单元的水平构件6之间的地板材料7; 并预先装配在低位; 塔式单元通过使用起重机堆叠; 上下塔单元的相互预制混凝土板和相互骨架桁架单元相连; 在相互成直角的X和Y方向上的结构平面中，将X方向的结构平面形成为钢筋混凝土抗震壁2; 并且使用抗震壁2作为桁架的垂直构件将Y方向的结构平面形成为钢框架桁架结构3。版权所有（C）2005，JPO＆NCIPI

3. 发明专利

JP2014066087A Building structure 有权
标题翻译：建筑结构
公开(公告)号：JP2014066087A
公开(公告)日：2014-04-17
申请号：JP2012212878
申请日：2012-09-26
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： IKEDA HIDEMI , FUKUMOTO KOJI
IPC分类号： E04B1/19
摘要： PROBLEM TO BE SOLVED: To enhance economical efficiency by achieving rational stress sharing, in a frame including a plurality of span parts with different column spans.SOLUTION: In a building structure, adjacent columns 1 are joined together via a beam 2 by arranging a plurality of types of span parts S with different column spans L. Span arrangement is adjusted on the basis of each total bending moment value Mc that is the sum of a designed bending moment value Ma in the case of a sustained load acting on each beam 2 and a designed bending moment value Mb in the case of a seismic load. Thus, the total bending moment value Mc acting on the beam 2 for the plurality of types of span parts S is equalized.
摘要翻译：要解决的问题：通过实现合理的应力共享来提高经济效率，在包括具有不同柱跨的多个跨距部件的框架中。解决方案：在建筑结构中，相邻的列1通过布置多个具有不同列跨距的跨距部件S的类型。根据作为在每个梁2上的持续载荷的情况下的设计弯矩值Ma的总和弯矩值Mc的每个总弯矩值Mc调整跨距布置，以及在地震荷载的情况下设计的弯矩值Mb。因此，作用于多个类型的跨距部S的梁2的总弯矩值Mc相等。

4. 发明专利

JP2013096085A Wooden wall 有权
标题翻译：木墙
公开(公告)号：JP2013096085A
公开(公告)日：2013-05-20
申请号：JP2011237499
申请日：2011-10-28
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： ONO MASATO , SHIRAHASE TOMOYUKI , FUKUMOTO KOJI
IPC分类号： E04B2/56
摘要： PROBLEM TO BE SOLVED: To provide a wooden wall capable of improving rigidity.SOLUTION: A plurality of pieces of first vertical timber 30X are arranged on the side of one side face 20S1 of lateral timber 20. The plurality of pieces of first vertical timber 30X are connected to the plurality of pieces of horizontal timber 20 in a lattice shape, and a plurality of first lattice frames 42X are formed of those pieces of horizontal timber 20 and first vertical timber 30X on a top-surface side of a wooden wall 10. A plurality of pieces of second vertical timber 30Y are arranged on the side of other side faces 20S2 of the plurality of pieces of lateral timber 20. The plurality of pieces of second vertical timber 30Y are connected to the plurality of pieces of lateral timber 20 in a lattice shape, and a plurality of second lattice frames 42Y are formed of those pieces of lateral timber 20 and second vertical timber 30Y on the reverse surface side of the wooden wall 10. A first panel material 40X and a second panel material 40Y are suitably fitted to those first lattice frames 42X and second lattice frames 42Y.
摘要翻译：要解决的问题：提供能够提高刚性的木制壁。解决方案：多个第一垂直木材30X被布置在侧木材20的一个侧面20S1的侧面上。多个第一垂直木材30X连接到多个水平木材件20 格子状，多个第一格子框架42X由木壁10的上表面侧的那些水平木材20和第一垂直木材30X形成。多个第二垂直木材30Y设置在多个第二垂直木材30Y的多个第二竖向木材30Y以格子状连接到多个侧面木材20，并且多个第二格子框架42Y 由木质壁10的背面侧上的那些横向木材20和第二垂直木材30Y形成。第一面板材料40X和第二面板材料40Y适合地安装在第一台面 ce框架42X和第二格子框架42Y。版权所有（C）2013，JPO＆INPIT

5. 发明专利

JP2013083104A Composite floor structure, fire resistant structure and construction method of composite floor structure 有权
标题翻译：复合地板结构，耐火结构和复合地板结构的施工方法
公开(公告)号：JP2013083104A
公开(公告)日：2013-05-09
申请号：JP2011224177
申请日：2011-10-11
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： FUKUMOTO KOJI , NISHIZAKI TAKASHI , YAMASHITA YASUHIKO , YANAGISAWA NOBUYUKI , HARA TETSUYA , SHIRAHASE TOMOYUKI , OKITSU TOSHIHIRO , MORI MINORU
IPC分类号： E04B1/94 , E04B5/02 , E04B5/32
摘要： PROBLEM TO BE SOLVED: To provide a composite floor structure in which the warmth of trees can be felt while securing a fire resistant performance.SOLUTION: A composite floor structure comprises joist hold means 12 which is installed at a bottom side of a floor slab casting area A, a plurality of woody joists 16 which are supported by the joist hold means and provided in parallel while being spaced apart from each other over all the bottom of the floor slab casting area, a woody decorative sheet 18 which is supported on upper surfaces of the joists in combination with a bottom plate of the floor slab casting area, a vapor retarder layer 20 covering all the upper surface of the decorative sheet, a plurality of fixing rods 22 of which the lower half portions are driven into the joists through the decorative sheet and the vapor retarder layer, and a floor slab 24 which is formed by casting concrete into the floor slab casting area so as to bury upper half portions of the fixing rods.
摘要翻译：要解决的问题：提供一种复合地板结构，其中可以感觉到树木的温暖，同时确保防火性能。解决方案：复合地板结构包括托梁保持装置12，其安装在地板坯铸造区域A的底侧，多个木质托梁16由托梁保持装置支撑并平行设置并间隔开在地板坯铸造区域的所有底部彼此分开，木质装饰片材18与底板铸件区域的底板结合支撑在托梁的上表面上，覆盖所有的板状铸造区域的蒸气延迟层20 装饰片的上表面，多个固定杆22，其下半部分通过装饰片和蒸气延迟层被驱动到托梁中;以及一个地板坯24，其通过将混凝土浇注到地板坯铸件以便埋设固定杆的上半部分。版权所有（C）2013，JPO＆INPIT

6. 发明专利

JP2014201984A 柱梁接合構造有权
标题翻译：柱梁接头结构
公开(公告)号：JP2014201984A
公开(公告)日：2014-10-27
申请号：JP2013079772
申请日：2013-04-05
申请人：株式会社竹中工務店 , Takenaka Komuten Co Ltd
发明人： HAMADA YUKIHIRO , FUKUMOTO KOJI , ONO MASATO , HIRAIKE TAKUMI , KURIHARA TAKAAKI , KOBAYASHI MICHIKAZU
IPC分类号： E04B1/26
摘要：【課題】本発明は、施工性を向上しつつ、耐火性能の低下を低減することができる柱梁接合構造を得ることを目的とする。【解決手段】柱梁接合構造10は、柱12と、梁40とを備えている。柱12の側面には、ガセットプレート26Bが設けられている。梁40は、木質心部42と、木質心部42を耐火被覆する燃え止まり層46及び燃え代層48とを有している。この梁40には、梁端部40Aの下面40Lから燃え止まり層46及び燃え代層48を貫通して木質心部42へ延びるスリット54が形成されている。このスリット54には、柱12のガセットプレート26Bが挿入される。さらに、スリット54には、燃え止まり層46の一部を形成するモルタル栓62と、燃え代層48の一部を形成する木栓64とが梁端部40Aの下面40L側から挿入される。【選択図】図4
摘要翻译：要解决的问题：本发明提供能够降低耐火性能的降低同时提高加工性的柱梁接头结构。解决方案：柱梁接头结构10包括柱12和梁40。角撑板26B设置在柱12的侧表面上。梁40包括木质中心部分42，燃烧停止层46和用于防火覆盖木质中心部分42的燃烧边缘层48.该梁40 形成有通过从梁端部40A的下表面40L穿过燃烧停止层46和燃烧边缘层48而延伸到木质中心部分42的狭缝54。柱12的角板26B插入该狭缝54.用于形成燃烧停止层46的一部分的灰浆塞62和用于形成燃烧边缘层48的一部分的木塞64也被插入到狭缝54从梁端部40A的下表面40L侧。

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