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1. 发明专利

JP2014087980A Method of manufacturing laminate lumber 有权
标题翻译：制造层压板的方法
公开(公告)号：JP2014087980A
公开(公告)日：2014-05-15
申请号：JP2012239428
申请日：2012-10-30
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店 , Saito Mokuzai Kogyo Kk , 齋藤木材工業株式会社
发明人： KOBAYASHI MICHIKAZU , ASO NAOKI , SUZUKI TAKASHI , YAMAMOTO SHUICHI , HANAI ATSUCHIKA , ONO MASATO , SAITO TAKESHI , SAITO KIYOSHI
IPC分类号： B27M3/00
摘要： PROBLEM TO BE SOLVED: To produce a laminate lumber effectively.SOLUTION: A core material 22 and a flame material 42 are laminated to be subjected to closing pressure, thereby two first core material blocks formed by integrating a core material part 20 and a flame layer 40 are produced. And by fitting a mortar bar 50 on a fitting part formed on each first core material block, the two first core material blocks are subjected to closing pressure. Therefore, the number of performing bonding is reduced and a flameproof laminate lumber 10 is effectively produced.
摘要翻译：要解决的问题：有效地制造层压木材。解决方案：将芯材22和火焰材料42层合以进行闭合压力，由此通过将芯材20和火焰层相结合而形成的两个第一芯材料块 40生产。并且通过将砂浆棒50装配在形成在每个第一芯材块上的配合部件上，使两个第一芯材料块受到闭合压力。因此，进行接合的次数减少，并且有效地制造防火层压板10。

2. 发明专利

JP2011080223A Construction method for reducing crack in reinforced concrete structure 审中-公开
标题翻译：减少混凝土结构裂缝的施工方法
公开(公告)号：JP2011080223A
公开(公告)日：2011-04-21
申请号：JP2009232194
申请日：2009-10-06
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： HANAI ATSUCHIKA , OTA HIROAKI , MINAGAWA YASUYUKI , SAKAI YASUNARI
IPC分类号： E04C5/02 , E04B1/62
摘要： PROBLEM TO BE SOLVED: To provide a construction method for reducing the appearance of cracks caused by drying shrinkage of placed concrete, in the construction of a reinforced concrete structure.
SOLUTION: Reinforcements crossing a shrinkage zone are connected together by means of a lap joint; a marking with a length equivalent to the pre-computed target initial shrinkage amount of the concrete in a position at a distance necessary for the securement of the strength of the reinforced concrete structure from its leading end is applied to the one reference reinforcement of the right and left reinforcements elongated in the inward direction of the shrinkage zone; a leading end of the lap reinforcement elongated from the other side overlaps the reference reinforcement with a length exceeding the width dimension of the target initial shrinkage amount in the application of the marking to the reference reinforcement; and at the stage where the drying shrinkage amount of the placed concrete reaches the target initial shrinkage amount, post-cast concrete is placed in the shrinkage zone.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于在钢筋混凝土结构的构造中减少由混凝土的干燥收缩引起的裂纹的外观的施工方法。
解决方案：穿过收缩区的加固件通过搭接接头连接在一起; 一个长度相当于预先计算出的目标初始收缩量的混凝土在距离其前端确定钢筋混凝土结构强度所需的距离处的位置被应用于右侧的一个参考加强件并且在收缩区的向内方向上留下增强件; 从另一侧伸长的搭接部加强件的前端与参考加强件相比重叠，其长度超过了将标记应用于参考加强件时的目标初始收缩量的宽度尺寸; 在混凝土的干燥收缩量达到目标初始收缩量的阶段，将后期混凝土置于收缩区域。版权所有（C）2011，JPO＆INPIT

3. 发明专利

JP2009013696A Seismic strengthening method for existing apartment house 审中-公开
标题翻译：现有公寓房地震加固方法
公开(公告)号：JP2009013696A
公开(公告)日：2009-01-22
申请号：JP2007177893
申请日：2007-07-06
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： HANAI ATSUCHIKA , OTA HIROAKI , NAKANE KAZUTOMI , INOUE HIROAKI , SAITO TAKASHI , TANAKA MIKITO , TSUDA YASUHIRO
IPC分类号： E04G23/02 , E04B1/36 , E04H1/04 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a seismic strengthening method for existing apartment houses capable of performing seismic strengthening construction while avoiding noise and vibration as far as possible, i.e., "while living therein", and not causing the reasons of obstructing the visibility of the dwellers of the existing apartment houses or largely changing or inhibiting the living environments but providing the effect of improving the living environments.
SOLUTION: In this seismic strengthening method for existing apartment houses arranged parallel to each other, the lower layer parts of the existing apartment houses 1, 1... arranged parallel to each other are connected to each other through horizontal frames 7 for seismic strengthening.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为能够进行抗震加固施工的现有公寓尽可能避免噪音和振动，即“居住在其中”而提供抗震加固方法，而不会造成阻碍现有公寓居民的可见度，或者大幅度地改变或抑制生活环境，但提供改善生活环境的效果。解决方案：在这种相互平行配置的现有公寓的抗震加固方法中，通过水平框架7将彼此平行配置的现有公寓1,1层的下层部分相互连接，抗震加固。版权所有（C）2009，JPO＆INPIT

4. 发明专利

JP2014118674A Beam floor joining structure 有权
标题翻译：梁地板接合结构
公开(公告)号：JP2014118674A
公开(公告)日：2014-06-30
申请号：JP2012271943
申请日：2012-12-13
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KOBAYASHI MICHIKAZU , ASO NAOKI , SUZUKI YASUSUKE , KURUMA SOTA , HANAI ATSUCHIKA
IPC分类号： E04B5/12 , E04B1/30 , E04B5/32 , E04B5/48
摘要： PROBLEM TO BE SOLVED: To obtain a beam floor joining structure that enables an equipment material to be laid along an undersurface of a concrete slab, without forming an equipment opening in a wooden beam.SOLUTION: A beam floor joining structure 10 includes: a wooden beam 12; a concrete slab 30 that is supported by the wooden beam 12; and a protrusion 32 that serves as a concrete support provided between a top surface 12U of the wooden beam 12 and an undersurface 30L of the concrete slab 30.
摘要翻译：要解决的问题：获得能够使设备材料沿着混凝土板的下表面铺设的梁地板接合结构，而不在木梁中形成设备开口。解决方案：梁地板接合结构10包括：木梁12; 由木梁12支撑的混凝土板30; 以及用作混凝土支架的突起32，其设置在木梁12的顶面12U和混凝土板30的下表面30L之间。

5. 发明专利

JP2014118673A Structural member 有权
标题翻译：结构会员
公开(公告)号：JP2014118673A
公开(公告)日：2014-06-30
申请号：JP2012271942
申请日：2012-12-13
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KOBAYASHI MICHIKAZU , ASO NAOKI , SUZUKI TAKASHI , HANAI ATSUCHIKA
IPC分类号： E04B1/26
摘要： PROBLEM TO BE SOLVED: To reduce water accumulated inside of a covering part.SOLUTION: A wooden beam 10 as a structural member has a core part 12 and a burning layer 22 as a covering part for covering the core part 12. The core part 12 has a wooden load support part 14 for supporting a long-term load and a burning stop layer 16 arranged outside the load support layer 14. A plurality of drain holes 24 as a plurality of exhaust ports are formed in lower ends of side wall parts 22S of the burning layer 22. The drain holes 24 penetrate the side wall parts 22S of the burning layer 22, and reach a boundary T between the core part 12 and the burning layer 22.
摘要翻译：要解决的问题：减少积聚在覆盖部分内的水。解决方案：作为结构件的木梁10具有芯部12和作为覆盖芯部12的覆盖部分的燃烧层22.芯部12 具有用于支撑长期负荷的木质负载支撑部分14和布置在负载支撑层14外部的燃烧停止层16.作为多个排气口的多个排水孔24形成在侧壁部22S的下端排水孔24穿透燃烧层22的侧壁部22S，并到达芯部12和燃烧层22之间的边界T。

6. 发明专利

JP2014109150A Column-beam joint structure 有权
标题翻译：柱梁接头结构
公开(公告)号：JP2014109150A
公开(公告)日：2014-06-12
申请号：JP2012264642
申请日：2012-12-03
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： HANAI ATSUCHIKA , ASO NAOKI
IPC分类号： E04B1/30
摘要： PROBLEM TO BE SOLVED: To enhance fire resistance efficiency of a joint part between a wooden column member and a beam member.SOLUTION: A column-beam joint structure 10 includes: a lower column member 12 that serves as a wooden column member; a joint jig 50 that is fixed to an upper end surface of the lower column member 12; a concrete hardened body 80 (see Fig. 4) that serves as a cement-based hardened body for coating the joint jig 50; and a steel beam 30 that serves as a beam member joined to the lower column member 12 via the joint jig 50.
摘要翻译：要解决的问题：提高木柱构件和梁构件之间的接合部的耐火效率。解决方案：柱梁接头结构10包括：用作木柱构件的下柱构件12; 固定在下柱构件12的上端面的接合夹具50; 用作涂覆接合夹具50的水泥基硬化体的混凝土硬化体80（参见图4）; 以及用作通过接合夹具50接合到下柱构件12的梁构件的钢梁30。

7. 发明专利

JP2013053415A Joint structure of heterogeneous structural member, and composite structure 有权
标题翻译：异构结构构件的接合结构和复合结构
公开(公告)号：JP2013053415A
公开(公告)日：2013-03-21
申请号：JP2011190777
申请日：2011-09-01
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： HANAI ATSUCHIKA , ASO NAOKI , TAKEUCHI MITSURU
IPC分类号： E04B1/30
摘要： PROBLEM TO BE SOLVED: To securely transmit a load among a reinforced-concrete construction, a structural member of the reinforced-concrete construction or a steel construction, and a structural member of a wooden construction with fire resistance.SOLUTION: The load can be securely transmitted between a column 18 as a structural member formed of reinforcing concrete and a beam 26 of a wooden construction including a beam core material 32, a burning stopper layer 34, and a burning margin layer 36 through a joint structure 38 of heterogeneous structural members that includes the column 18, the beam 26, and a joint member 40 which is fixed to the column 18 and to which an end 60 of the beam core material 32 is connected.
摘要翻译：要解决的问题：为了在钢筋混凝土结构，钢筋混凝土结构的结构构件或钢结构中，以及具有耐火性的木结构的结构构件之间可靠地传递载荷。解决方案：负载可以牢固地传递在作为由增强混凝土形成的结构件的柱18和包括梁芯材料32，燃烧阻挡层34和燃烧边缘层36的木结构的梁26之间通过包括柱18，梁26以及固定到柱18并且梁芯材料32的端部60连接到其上的接合构件40的非均匀结构构件的接合结构38。版权所有（C）2013，JPO＆INPIT

8. 发明专利

JP2017078307A 耐力板部材审中-公开
公开(公告)号：JP2017078307A
公开(公告)日：2017-04-27
申请号：JP2015207144
申请日：2015-10-21
申请人：株式会社竹中工務店 , Takenaka Komuten Co Ltd
发明人： NAKANE KAZUTOMI , ASO NAOKI , HANAI ATSUCHIKA , TAKEUCHI MITSURU , OKAZAKI TOMOHITO , TANABE YUSUKE , YAMAZAKI KENJI , KURIHARA TAKAAKI
IPC分类号： E04B5/02 , E04B1/16 , E04B5/17
摘要：【課題】耐力板部材を軽量化しつつ、耐力板部材の耐力を向上させる。【解決手段】スラブ10は、直交集成材100で構成された木質層20と、この木質層20の上面20Uに接合されたコンクリート層30と、を含んで構成されている。直交集成材100の上面100U(木質層20の上面20U)の各凹部130にコッター36が係合し、ラグスクリュー132がコンクリート層30に埋設されている。【選択図】図2

9. 发明专利

JP2012246609A Column joint structure 有权
标题翻译：柱接头结构
公开(公告)号：JP2012246609A
公开(公告)日：2012-12-13
申请号：JP2011116694
申请日：2011-05-25
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： HANAI ATSUCHIKA , ASO NAOKI
IPC分类号： E04B1/58 , E04B1/26
摘要： PROBLEM TO BE SOLVED: To provide a column joint structure which can surely transfer a vertical load from an upper column to a lower column.SOLUTION: A lower column core 20 and an upper column core 26 are joined together with a joint member 16 so that axial force is transferred from the bottom face of the upper column core 26 to the top face of the lower column core 20, thereby surely transferring the vertical load of an upper column 14 to a lower column 12.

10. 发明专利

JP2012241506A Beam-floor joint structure 有权
标题翻译：梁式地板结构
公开(公告)号：JP2012241506A
公开(公告)日：2012-12-10
申请号：JP2011116300
申请日：2011-05-24
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： HANAI ATSUCHIKA , ASO NAOKI , TAKEUCHI MITSURU
IPC分类号： E04B1/30 , E04B1/94
摘要： PROBLEM TO BE SOLVED: To provide a beam-floor joint structure capable of reducing a longitudinal section area as well as a cross sectional area of a beam supporting a floor slab made of concrete.SOLUTION: A beam-floor joint structure can integrate a beam core material 18 and a floor slab 14 through shear force transmission means 16 installed at a joint section between the beam core material 18 configuring a beam 12 and the floor slab 14 and thereby enabling a longitudinal section area as well as a cross section area of the beam 12 to be reduced through a composite beam effect.

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