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1. 发明专利

JP2011094353A Fireproof joint structure and outer wall having the same 有权
标题翻译： FIREPROOF接头结构及其外壁
公开(公告)号：JP2011094353A
公开(公告)日：2011-05-12
申请号：JP2009247904
申请日：2009-10-28
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OKAZAKI TOMOHITO , KUSAKA SATORU , YANAGISAWA NOBUYUKI , YOSHIDA YUKIMASA , NISHIMURA TOSHIHIKO , DEGUCHI YOSHIKAZU
IPC分类号： E04B1/94 , E04B1/684 , E04B2/94
摘要： PROBLEM TO BE SOLVED: To provide a joint structure having a fire resistance increased utilizing the vaporization heat of moisture.
SOLUTION: This fireproof joint structure includes a connection metal fitting 12 installed between the opposed ends of two wall bodies which constitute the outer wall of a structure, and a water retaining member 22 filled in at least the depth part of the joint space excluding the outer part to protect the connection metal fitting against fire on the outside of the structure. The connection metal fitting includes a mounting plate part 14b projecting from one wall body to the other wall body and a buried plate part 14a which is inserted from the mounting plate part into the depth part of the joint space and fixed to the opposed end surface of the other wall body. The water retaining member 22 is formed of a material which does not almost release water at a specified temperature or below and releases water above the specified temperature, and covers the entire part of the surface of the connection metal fitting exposed to the joint space 6.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供利用水分的蒸发热使耐火性增加的接头结构。
解决方案：该防火接头结构包括安装在构成结构外壁的两个壁体的相对端部之间的连接金属配件12以及至少填充在接合空间的深度部分中的保水构件22 不包括外部部分，以保护连接金属配件免受结构外部的火灾。连接金属配件包括从一个壁体突出到另一个壁体的安装板部分14b和从安装板部分插入到接合空间的深度部分并固定到相对的端面的掩埋板部分14a 另一个墙体。保水构件22由在特定温度以下不会释放水的材料形成，并且释放高于规定温度的水，并且覆盖暴露于接合空间6的连接金属配件的表面的整个部分。版权所有（C）2011，JPO＆INPIT

2. 发明专利

JP2009167688A Building structure construction method 审中-公开
标题翻译：建筑结构施工方法
公开(公告)号：JP2009167688A
公开(公告)日：2009-07-30
申请号：JP2008007042
申请日：2008-01-16
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YANAGISAWA NOBUYUKI , TSUBAKI HIDEAKI , KUSAKA SATORU , OKAZAKI TOMOHITO , OGURA KIYOSHI , NISHIMATSU AIZO
IPC分类号： E04B1/16
摘要： PROBLEM TO BE SOLVED: To provide a building structure construction method in which construction work on an upper story can be pursued without being hung up by a bearing wall concrete placing step, to thereby contribute to shortening of a construction period.
SOLUTION: According to the building structure construction method, a beam 22 is erected on a top portion of an area where an RC bearing wall 18 is constructed, and a floor slab laying step of laying a halfprecast floor slab 16 in a manner being supported by the beam 22 is carried out, followed by carrying out a bearing wall construction step of constructing the RC bearing wall 18 of concrete.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种建筑结构施工方法，其中可以在不用轴承壁混凝土浇筑步骤挂起的情况下追求上层建筑工程，从而有助于缩短施工周期。解决方案：根据建筑结构施工方法，将梁22竖立在构成RC轴承壁18的区域的顶部，并且以一种方式铺设半挤压地板16的地板铺设步骤由梁22支撑，然后执行构造混凝土的RC轴承壁18的承重壁施工步骤。版权所有（C）2009，JPO＆INPIT

3. 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

4. 发明专利

JP2012144978A Precast reinforced concrete structure construction method 有权
标题翻译：预应力混凝土结构施工方法
公开(公告)号：JP2012144978A
公开(公告)日：2012-08-02
申请号：JP2012105535
申请日：2012-05-03
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OKAMOTO KEISHIRO , YANAGISAWA NOBUYUKI , OGURA KIYOSHI , ISHIKAWA YUJI , SOGA YUTAKA , TANIMURA KAZUHIKO , YAMAMOTO MASAYUKI , KUSAKA SATORU
IPC分类号： E04B1/22
摘要： PROBLEM TO BE SOLVED: To eliminate work for placing cast-in-place concrete in joints between PCa members, and improve a degree of freedom in a PCa construction plan.SOLUTION: This PCa construction method includes a column installation step of positioning column members (5), a panel member installation step of moving panel members (1) down to column heads (8) of the column members until inserting column main reinforcements (6) of the column members through through-holes (4) of the panel members, respectively, and a beam portion joint step of joining beam potions (3) of the panel members to each other. With the panel members (1) moved down, adjacent joint surfaces (7) of the panel members are disposed substantially at the same position, and the adjacent beam portions are joined to each other via a steel connector or the like.
摘要翻译：要解决的问题：消除在PCa成员之间的关节中放置现浇混凝土的工作，并提高PCa施工计划中的自由度。解决方案：该PCa构造方法包括柱安装步骤，定位柱构件（5），将面板构件（1）移动到柱构件的柱头（8）的板构件安装步骤，直到插入柱主增强件（6）分别通过所述面板构件的通孔（4）和梁部分接合步骤，其将所述面板构件的梁部分（3）彼此连接。在面板构件（1）向下移动的情况下，面板构件的相邻接合面（7）基本上设置在相同的位置，并且相邻的梁部分通过钢连接器等彼此接合。版权所有（C）2012，JPO＆INPIT

5. 发明专利

JP2012017612A Repair method of multilayer story building column 有权
标题翻译：多层建筑柱修复方法
公开(公告)号：JP2012017612A
公开(公告)日：2012-01-26
申请号：JP2010155996
申请日：2010-07-08
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： IKEDA HIDEMI , KISHIMOTO KOHEI , OHIRA MAKOTO , YANAGISAWA NOBUYUKI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To enable a repair planned position of a column to be unloaded of an axial force by a simple method.SOLUTION: At least a pair of temporary supports 3 with jacks 2 made of steel materials are provided along both mutually opposing side faces of a repair planned column 1, from a lower column part 1B below a repair planned position 1A to an upper column part 1C, respectively, and the temporary supports 3 are pressed to the lower column part 1B and the upper column part 1C to generate a frictional force. Then, by making the jacks 2 exert an extending force, the repair planned position 1A of the repair planned column 1 is unloaded of an axial force applied thereon via the temporary supports 3, and after the repair planned position 1A is repaired, the extending force is released to introduce the axial force to the repair planned column 1.
摘要翻译：要解决的问题：通过简单的方法能够使柱的修理计划位置卸载轴向力。解决方案：至少一对具有由钢材制成的插座2的临时支撑件3沿着维修计划列1的两个相对的侧面从维修计划位置1A下方的下列部分1B提供到上部柱部分1C，临时支撑件3被按压到下部柱部分1B和上部柱部分1C以产生摩擦力。然后，通过使千斤顶2施加延伸力，修理计划列1的修理计划位置1A经由临时支撑件3卸载施加在其上的轴向力，并且在维修计划位置1A修复之后，延伸力被释放以向维修计划栏1引入轴向力。版权所有（C）2012年，JPO＆INPIT

6. 发明专利

JP2008063846A Method and structure for joining precast reinforced concrete beam members to each 有权
标题翻译：用于加固预制钢筋混凝土梁构件的方法和结构
公开(公告)号：JP2008063846A
公开(公告)日：2008-03-21
申请号：JP2006243635
申请日：2006-09-08
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： ISHIKAWA YUJI , UEDA HIROYUKI , YANAGISAWA NOBUYUKI , OGURA KIYOSHI , KAWAI EISAKU
IPC分类号： E04B1/21 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a method and a structure for performing the operation of joining precast reinforced concrete beam members to each other from one side surface without horizontal displacement.
SOLUTION: In this beam member, a recessed portion is formed in the front central portion of its end to be joined; a nut is embedded on the lower side on a line vertically passing through the recessed portion; and a hole, which allows the passage of a reinforcing bar or a bolt, and a nut retainer portion are formed on the upper side. The ends of the precast reinforced concrete beam members face each other; a steel material straddling the recessed portions of both the beam members is fitted in; the threaded reinforced bar or bolt is inserted from the nut retainer portion, and screwed in toward the lower nut; an upper end of the reinforced bar or bolt is also fixed by fastening the nut; and a hardening material is injected and infilled into the joint portion, recessed portion, hole and nut retainer portion of the beam member, so that they can be fixed. Thus, the precast reinforced concrete beam members can be joined together.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于执行将预制钢筋混凝土梁构件从一个侧面彼此连接而不具有水平位移的操作的方法和结构。解决方案：在该梁构件中，在其接合端的前中心部分形成有凹部，在垂直穿过凹部的线上的下侧埋设有螺母; 并且在上侧形成有允许钢筋或螺栓通过的孔，以及螺母保持器部。预制钢筋混凝土梁构件的端部彼此面对; 安装横跨梁构件的凹部的钢材，螺纹加强杆或螺栓从螺母保持器部分插入，并且朝向下螺母拧紧; 钢筋或螺栓的上端也通过固定螺母固定; 并且将硬化材料注入并填充到梁构件的接合部，凹部，孔和螺母保持器部分中，使得它们可以被固定。因此，预制钢筋混凝土梁构件可以结合在一起。版权所有（C）2008，JPO＆INPIT

7. 发明专利

JP2014055517A Precast beam-column joint structure 审中-公开
标题翻译：预制梁柱结构
公开(公告)号：JP2014055517A
公开(公告)日：2014-03-27
申请号：JP2013266974
申请日：2013-12-25
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YANAGISAWA NOBUYUKI , TSUBAKI HIDEAKI , KUSAKA SATORU , HIRAKAWA YASUAKI , OKAZAKI TOMOHITO
IPC分类号： E04B1/21 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a precast beam-column joint structure which can suppress complication of a structure of a precast beam-column connection part, can ensure joint strength between a precast beam-column connection part and a precast beam member, and can eliminate the necessity of placing concrete at a job site.SOLUTION: A beam reinforcement 40 is laterally projected from a precast beam-column connection member 52. A sleeve 58, into which the beam reinforcement 40 is inserted to be fixed and coupled, is embedded in one end in the longitudinal direction of a precast beam member 54.
摘要翻译：要解决的问题：为了提供可以抑制预制梁 - 塔连接部的结构的复杂化的预制梁 - 柱接头结构，可以确保预制梁 - 塔连接部和预制梁构件之间的接合强度，并且可以消除了将混凝土置于工作现场的必要性。解决方案：梁加固件40从预制梁 - 柱连接构件52横向突出。将梁梁加强件40插入以固定和联接的套筒58嵌入在预制梁构件54的纵向方向上的一端。

8. 发明专利

JP2006316420A building 审中-公开
标题翻译：建造
公开(公告)号：JP2006316420A
公开(公告)日：2006-11-24
申请号：JP2005137251
申请日：2005-05-10
申请人： Sumitomo Fudosan Kk , Takenaka Komuten Co Ltd , 住友不動産株式会社 , 株式会社竹中工務店
发明人： KUSAKA SATORU , YANAGISAWA NOBUYUKI , ARAKI TAMEHIRO , TSUBAKI HIDEAKI , OHIRA MAKOTO
IPC分类号： E04H9/02 , E04B1/20 , E04H1/00
摘要： PROBLEM TO BE SOLVED: To provide a building having a highly reasonable frame by solving problems in a conventional building wherein since spans between a base isolated wall portion and columns vertically installed on the outer peripheral part of the building tend to be increased and the depths of girders and the thicknesses of floor slabs of a rigid frame structural part need to be secured large. SOLUTION: In this building, a base isolation wall 1 formed cylindrically to be continued with upper and lower stories is installed at the center part of the building in plan view, the rigid frame structural part 3 formed by disposing a plurality of columns 2 annularly by multiple turns is installed on the outer peripheral side of the base isolation wall 1 of the building in plan view. A girder 6 is installed in the rigid frame structural part 3 starting at the inner peripheral side column 2a to the base isolation wall 1 in a jumped out state. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：通过解决常规建筑物中的问题来提供具有高度合理框架的建筑物，其中由于跨越基础隔离壁部分和垂直安装在建筑物外周部分上的塔架之间的跨度倾向于增加，需要确保刚性框架结构部件的桁材深度和楼板厚度。解决方案：在该建筑物中，在平面图中，在建筑物的中心部分安装有与上层和下层连续地圆柱形地形成的基部隔离壁1，刚性框架结构部分3通过设置多个柱体在建筑物的基础隔离壁1的外周侧以平面图形式安装环状多圈。大梁6以跳出状态从内周侧柱2a开始到基部隔离壁1而安装在刚性框架结构部3中。版权所有（C）2007，JPO＆INPIT

9. 发明专利

JP2006176979A Joining structure of structural member for construction 审中-公开
标题翻译：结构构件的结构结构
公开(公告)号：JP2006176979A
公开(公告)日：2006-07-06
申请号：JP2004369442
申请日：2004-12-21
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： ARAKI TAMEHIRO , YANAGISAWA NOBUYUKI , TSUBAKI HIDEAKI
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a joining structure of a structural member for construction, usable for a steel frame beam for the ceiling, a steel frame beam for a floor and a steel frame column, by firmly joining both structural members, without projecting the other material from at least one flange part outside surface of the structural member, without requiring a complicated welding work in job site.
SOLUTION: This joining structure of the structural member for construction is formed by joining the mutual structural members 1 for construction for forming a cross-sectional shape in an H shape or an I shape by a pair of flange parts 2 and 3 and a web part 4 for connecting both flange parts 2 and 3 in a state of mutually butting end parts in the longitudinal direction of both structural members 1. In both respective structural members 1, a connecting plate body 5 substantially parallel to the flange parts 2 and 3, is respectively connected to both side surfaces of the web part 4, and a doubling plate 7 straddling between the connecting plate bodies 5 of both structural members 1, is respectively arranged along both surfaces of the connecting plate body 5. Both mutual structural members 1 are joined by connecting the respective doubling plates 7 and the connecting plate bodies 5 by a fastener 9.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：解决问题的方案为了提供可用于天花板的钢架梁，用于地板的钢架梁和钢框架柱的结构构件的接合结构，通过牢固地连接两个结构构件，而不会将其他材料从结构构件的至少一个凸缘部分外表面突出，而不需要在作业现场的复杂的焊接工作。解决方案：该结构构件的这种接合结构是通过一对凸缘部分2和3将用于形成H形或I形横截面形状的相互结构构件1接合而形成的，一个腹板部分4，用于在两个结构件1的纵向相互对接的端部部分的状态下连接两个凸缘部分2和3。在两个结构件1中，连接板体5基本上平行于凸缘部分2和 3分别连接到腹板部分4的两个侧表面，并且跨过两个结构构件1的连接板体5之间的加倍板7分别布置在连接板体5的两个表面上。两个相互结构构件通过用紧固件9连接相应的加倍板7和连接板体5来连接。1，版权所有（C）2006，JPO＆NCIPI

10. 发明专利

JP2015021270A 鉄筋コンクリート製梁のひび割れ誘発目地構造有权
标题翻译：用于强化混凝土梁的破裂接合结构
公开(公告)号：JP2015021270A
公开(公告)日：2015-02-02
申请号：JP2013149395
申请日：2013-07-18
申请人：株式会社竹中工務店 , Takenaka Komuten Co Ltd
发明人： TABUCHI KOJI , KUSAKA SATORU , YANAGISAWA NOBUYUKI , MAEDA TATSUHIKO
IPC分类号： E04B1/62 , E04C3/20
摘要：【課題】梁材の中央部に2枚の板材を離間可能に埋設してなる内部目地を設けることで、梁材の内部にひび割れを誘発するようにした鉄筋コンクリート製梁のひび割れ誘発目地構造を提案する。【解決手段】長手方向に延びる複数の主鉄筋を有する鉄筋コンクリート製梁のひび割れ誘発構造であって、コンクリート製の梁材の長手方向と直交する一つの仮想断面Sと梁体4の表面とが交差する箇所の少なくとも一部に外部目地10Oを形成し、上記仮想断面の中心部に、長手方向と直交しかつ分離可能に重なり合う2枚の板材12を埋設してなる内部目地10Iを形成し、外部目地と内部目地との間の中間領域に複数の主鉄筋6を挿通させることで、2枚の板材12の重ね面を境目として、ひび割れが誘発されるように構成した。【選択図】図1
摘要翻译：要解决的问题：提供一种用于钢筋混凝土梁的裂纹引导接头结构，其中在梁材料的内部引起裂纹，通过提供通过在梁材料的中心部分可分离地嵌入两个板而形成的内接头。解决方案：为钢筋混凝土梁提供裂纹引起的结构，该混凝土梁具有沿纵向方向延伸的多个主加强筋。该结构通过以下方式构成：至少在垂直于混凝土梁材料的纵向方向的虚拟横截面S与梁主体4的表面相交的位置的至少一部分形成外部接头10; 形成通过嵌入垂直于纵向方向的两个板12并且可分离地重叠在虚拟横截面的中心而形成的内部接头10; 并且将多个主加强筋6插入到外部接头和内部接头之间的中间区域中，从而通过使两个板12的堆叠表面作为边界而引起裂纹。

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