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1. 发明专利

JP2010248781A Soil improving body 有权
标题翻译：土壤改良体
公开(公告)号：JP2010248781A
公开(公告)日：2010-11-04
申请号：JP2009099059
申请日：2009-04-15
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： UCHIDA AKIHIKO , IMAMIYA JITSUSABURO
IPC分类号： E02D27/34 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a soil improving body for supporting an intermediate floor structure in simple soil improvement work. SOLUTION: This soil improving body 10 has a foundation pile 14 which is provided directly below a column 22 of the structure 20 so as to support the structure 20; and the foundation pile 14 includes a plurality of soil improving piles 12. The soil improving pile 12 is provided in such a manner that an outer peripheral wall 12S is brought into contact with the adjacent soil improving pile 12. A leading end of the foundation pile 14 is embedded in a bearing layer below a liquefaction layer 18, and an axial force of the column 22 is transmitted to the bearing layer. A soil improving wall 16, in which the plurality of soil improving piles 12 are continuously constructed, is provided between the foundation piles 14 and 14. The soil improving piles 12E at both ends are joined to the soil improving pile 12C of the foundation pile 14. A top surface of the soil improving wall 16 is positioned higher than the water level of groundwater in the liquefaction layer 18; and a bottom surface thereof reaches a nonliquefaction layer below the liquefaction layer 18. The soil improving walls 16 are arranged in a grid pattern in which the foundation piles 14 serve as intersecting points. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于在简单的土壤改良工作中支撑中间地板结构的土壤改良体。解决方案：该土壤改良体10具有基础桩14，该基桩14直接设置在结构20的柱22的下方，以支撑结构20; 基础桩14包括多个土壤改良桩12.土壤改质桩12以使外周壁12S与相邻的土壤改良桩12接触的方式设置。基础桩的前端 14嵌入在液化层18下方的轴承层中，并且柱22的轴向力被传递到轴承层。在基础桩14和14之间设置有连续构造多个土壤改良桩12的土壤改质壁16，两端的土壤改质桩12E与基础桩14的土壤改质桩12C连接土壤改良壁16的上表面定位成高于液化层18中地下水的水位; 并且其底面到达液化层18下方的非液化层。土壤改质壁16布置成网格图案，其中基础桩14用作交叉点。版权所有（C）2011，JPO＆INPIT

2. 发明专利

JP2005048517A Slab reinforcing structure and slab reinforcing construction method 有权
标题翻译： SLAB加固结构和SLAB加固施工方法
公开(公告)号：JP2005048517A
公开(公告)日：2005-02-24
申请号：JP2003283290
申请日：2003-07-31
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： IMAMIYA JITSUSABURO , MIZUTANI NAOKI , OBATA ASAO
IPC分类号： E01D19/12 , E01D22/00 , E04B5/43 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a slab reinforcing structure and a slab reinforcing construction method for separably constructing the upper-lower floors different in a construction period in the upper-lower floors, in spite of using a reinforcing steel plate embedded in a thickness of a slab and a bolt/a nut.
SOLUTION: This slab reinforcing structure is realized by a construction method comprising a process of forming a recessed part 6 by chipping off concrete of a slab upper surface in the prescribed depth, a process of forming a through-hole 12 in a prescribed position of a bottom surface of the recessed part by arranging the reinforcing steel plate 2 forming a plurality of bolt holes 11 in the recessed part, a process of a detent of the bolt 3 inserted over into the bolt holes 11 and the through-hole 12 to the reinforcing steel plate 2, a process of backfilling the recessed part by a cement type consolidating fluid object 5, and a process of fastening the reinforcing steel plate 2 and its lower slab part 1a by screwing the nut 4a to a lower end part of the bolt from the lower floor.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种用于在上下层的施工期间分离地构造不同的上下层的板加强结构和板加强施工方法，尽管使用嵌入的加强钢板板坯和螺栓/螺母的厚度。解决方案：该板坯加强结构是通过一种施工方法来实现的，该方法包括通过将规定深度的板上表面的混凝土切碎而形成凹部6的过程，在规定的深度上形成通孔12的工序通过在凹部中配置形成多个螺栓孔11的加强钢板2，插入到螺栓孔11和通孔12中的螺栓3的制动工序，使凹部的底面的位置在加强钢板2上，通过水泥型固结液体5回填凹部的工序，以及通过将螺母4a拧入螺母4a的下端部来紧固加强钢板2及其下部板坯部1a的工序从下层的螺栓。版权所有（C）2005，JPO＆NCIPI

3. 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

4. 发明专利

JP2006316504A Construction method for tilted or arch-shaped structure 审中-公开
标题翻译：倾斜或拱形结构的施工方法
公开(公告)号：JP2006316504A
公开(公告)日：2006-11-24
申请号：JP2005140106
申请日：2005-05-12
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMADA MOTOHIRO , SAHASHI MUTSUO , IMAMIYA JITSUSABURO , UMEMURA KENJI
IPC分类号： E04B1/32 , E04B2/02
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a straight tilted structure or a dorm-shaped or arch-shaped structure generally formed in a curved shape by stackingly arranging structure modules for construction at a predetermined tilt angle.
SOLUTION: The structure module 2 is formed to have horizontal stacking surfaces on the upper and lower sides and so that binding material pass holes 23 and 23' are vertically passed at least at its two positions different from each other in the tilt direction. The lower surface of the structure module 2a is horizontally stacked on the upper surface of the structure module 2c on the lower side so that a part thereof is projected by an amount equivalent to the tilt angle in the tilt direction. The binding material pass hole 23 on the outside is aligned with the binding material pass hole 23' at the inner position in the tilt direction in the structure module 2c on the lower side. A binding material 3 passed through the binding material pass holes 23 and 23' is stretched and fixed with a fixing device 4. These steps are repeated to construct the structure.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种通过以预定倾斜角叠加布置结构模块以构造大体上形成为弯曲形状的直倾斜结构或宿舍形或拱形结构的施工方法。解决方案：结构模块2形成为在上侧和下侧具有水平堆叠表面，并且使粘合材料通孔23和23'至少在倾斜方向上彼此不同的两个位置处垂直通过。结构模块2a的下表面水平地堆叠在下侧的结构模块2c的上表面上，使得其一部分以相当于倾斜方向的倾斜角度的量投影。外侧的装订材料通孔23在下侧的结构模块2c中与倾斜方向的内侧位置处的装订材料通孔23'对准。通过装订材料通过孔23和23'的装订材料3被固定装置4拉伸和固定。重复这些步骤以构成结构。版权所有（C）2007，JPO＆INPIT

5. 发明专利

JP2005068789A Slab reinforcing structure and slab reinforcing construction method 有权
标题翻译： SLAB加固结构和SLAB加固施工方法
公开(公告)号：JP2005068789A
公开(公告)日：2005-03-17
申请号：JP2003299547
申请日：2003-08-25
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MIZUTANI NAOKI , IMAMIYA JITSUSABURO , ASAHARA YOSHIKAZU
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a slab reinforcing structure and a slab reinforcing construction method superior in workability easily performable in a short construction period only by work from an easily workable upper floor, regardless of a modification plan of the lower floor, when performing the shearing reinforcement of a slab by embedding a reinforcing steel plate in the thickness of an existing slab.
SOLUTION: This slab reinforcing structure is provided by a construction method comprising a process of forming a plurality of shafts 6 without reaching a slab under surface on the bottom surface of a recessed part by forming the recessed part 3 by chipping off the concrete of a slab 1 upper surface up to the upper end of a slab upper reinforcement 8a, a process of injecting adhesives 7 into the shafts, a process of injecting the adhesive 7 into a clearance between the reinforcing steel plate and the bottom surface of the recessed part from a through-hole 2a formed in advance in the reinforcing steel plate, by laying the reinforcing steel plate 2 for erecting a plurality of steel shaft bodies 5 in advance on an under surface in the recessed part, in a state of inserting the steel shaft bodies into the shafts, and a process of backfilling the recessed part with a cement type consolidating fluid material 4.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种在简单的施工周期中容易执行的加工性优异的板材加强结构和板材加强施工方法，只要通过从容易上工的上层进行加工即可，而不管下层的变形方案如何，当通过在现有板坯的厚度上嵌入加强钢板来进行板坯的剪切加强时。解决方案：该板坯加强结构是通过一种构造方法来提供的，该方法包括通过将混凝土切碎而形成凹部3而形成多个轴6而不到达凹部的底面的板下面板坯1上表面直到板上加强筋8a的上端，将粘合剂7注入轴的过程，将粘合剂7注入到加强钢板与凹陷部的底面之间的间隙中的过程从预先形成在加强钢板中的通孔2a的部分，通过在预先在凹部中的下表面上铺设用于在多个钢轴体5中竖立多个钢轴体5的加强钢板2，轴体进入轴，以及用水泥型固结液体材料4回填凹部的过程。版权所有（C）2005，JPO＆NCIPI

6. 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。

7. 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

8. 发明专利

JP2006316464A Polygonal pyramid structure without structural material at ridge line and method of constructing the same 审中-公开
标题翻译：无结构材料的多边形结构及其构造方法
公开(公告)号：JP2006316464A
公开(公告)日：2006-11-24
申请号：JP2005138839
申请日：2005-05-11
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMADA MOTOHIRO , SAHASHI MUTSUO , IMAMIYA JITSUSABURO , UMEMURA KENJI
IPC分类号： E04B1/35 , E04B1/34
摘要： PROBLEM TO BE SOLVED: To provide a polygonal pyramid structure so formed to have no structural materials or have no need of structural materials such as a ridge piece and a ridge beam at the positions of ridge lines and a method of constructing the structure.
SOLUTION: In this polygonal pyramid structure, a main frame is formed of a horizontal annular frame body A formed in a polygonal closed shape in plan view equal in shape to a body formed by horizontally sectionally splitting the outline of a polygonal pyramid structure to be constructed and a plurality of vertical member frames C vertically disposed, parallel with each other, along the outline surface of the structure on the sides of the horizontal annular frame body A excluding the positions B at the corner portions thereof and supportedly joining the vertical horizontal annular frame bodies A and A.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种如此形成的多边形金字塔结构，不具有结构材料，或者不需要在脊线的位置处的脊片和脊梁等结构材料，以及构造结构的方法。解决方案：在这种多边形金字塔结构中，主框架由水平环形框架体A形成，该水平环形框架体A形成为与通过横向分割多边形金字塔结构的轮廓而形成的主体的平面图中的多边形封闭形状并且沿水平环形框架体A的侧面的结构的轮廓表面垂直设置并垂直设置的多个垂直构件框架C，不包括其角部处的位置B并且被支撑地连接到垂直方向水平环形框架体A和A.版权所有（C）2007，JPO＆INPIT

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