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1. 发明专利

JP2004060396A Manufacturing method for building panel, and electromagnetic-wave zoning method using building panel 有权
标题翻译：用于建筑面板的制造方法和使用建筑面板的电磁波分区方法
公开(公告)号：JP2004060396A
公开(公告)日：2004-02-26
申请号：JP2002223772
申请日：2002-07-31
申请人： Takenaka Komuten Co Ltd , Toyo Glass Co Ltd , 東洋ガラス株式会社 , 株式会社竹中工務店
发明人： YANAGIBASHI KUNIO , UMEKUNI AKIRA , TAKAHASHI HIROSHI , YAMAMOTO MASATO , YOSHIDA MITSUO , KARIBE RINYA
IPC分类号： E04B1/92 , C03B19/00 , C03B19/08 , C03B19/09 , E04C2/04 , E04F13/08 , E04F13/14 , E04F13/15 , H05K9/00
摘要： PROBLEM TO BE SOLVED: To form an almost perfect unexpanded glass layer by preventing the mixing of expanded glass into the unexpanded glass layer on a surface, in a building panel wherein a thin unexpanded layer is formed on the surface of the expanded glass.
SOLUTION: An unexpanded glass raw material is laid on the bottom part of a form; an expanded glass raw material is laid on the unexpanded glass raw material; and the raw materials are slowly cooled after being melted by heating the form, and removed from the form, so that the building panel, wherein the unexpanded glass layer is provided on the surface of the expanded glass, can be manufactured. In that case, a separate sheet is provided between the unexpanded glass raw material and the expanded glass raw material. The provision of the separate sheet can prevent the mixing of the expanded glass into the unexpanded glass layer on the surface, and enables the almost perfect unexpanded glass layer to be formed on the surface of the panel.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：为了通过防止将膨胀玻璃混合到表面上的未膨胀玻璃层中而形成几乎完美的未膨胀玻璃层，在建筑面板中，在膨胀玻璃的表面上形成薄的未膨胀层。
解决方案：将未膨胀的玻璃原料放置在形式的底部; 在未膨胀的玻璃原料上放置膨胀玻璃原料; 并且通过加热形式将原料缓慢冷却，并从形式中除去，使得可以制造其中未膨胀玻璃层设置在膨胀玻璃表面上的建筑面板。在这种情况下，在未膨胀的玻璃原料和膨胀玻璃原料之间设置单独的片材。提供单独的片材可以防止膨胀的玻璃混合到表面上的未膨胀的玻璃层中，并且能够在面板的表面上形成几乎完美的未膨胀的玻璃层。版权所有（C）2004，JPO

2. 发明专利

JP2015014102A 天井ボード取付構造审中-公开
标题翻译：天花板配件结构
公开(公告)号：JP2015014102A
公开(公告)日：2015-01-22
申请号：JP2013140112
申请日：2013-07-03
申请人：株式会社竹中工務店 , Takenaka Komuten Co Ltd
发明人： TOMIOKA YUICHI , TAKAHASHI HIROSHI , YAMAMOTO MASATO , OKAMOTO HAJIME , ISHII KOICHI , AOI JUN , FUTATSUGI SHUYA , MINEWAKI SHIGEO , KAMOSHITA NAOTO
IPC分类号： E04B9/22
摘要：【課題】地震時に天井ボードが落下するのを防ぐことができる天井ボード取付構造を提供する。【解決手段】天井躯体から吊下された支持部材と、前記支持部材の下面へ配置された天井ボードと、前記天井ボードの下方側の表面から前記支持部材へねじ込まれ、前記天井ボードを前記支持部材へ固定するビスと、前記ビスの皿部と前記天井ボードの間に介在され、前記天井ボードと前記支持部材へねじ込まれる前記ビスの前記皿部を前記天井ボードの下方側の表面よりも面落ちさせない補強部材と、を有する天井ボード取付構造。【選択図】図2
摘要翻译：要解决的问题：提供一种能够防止天花板在地震中掉落的天花板安装结构。解决方案：天花板安装结构包括从天花板骨架悬挂的支撑构件，该天花板布置在支撑构件，从顶板的下侧表面拧入支撑构件的机械螺丝，并将天花板固定到支撑构件上，以及加强构件，其插入在机械螺丝的盘部和天花板之间，并且不下降所述机器螺丝的盘部分在天花板和所述支撑部件的平面上比所述天花板的下侧面更平。

3. 发明专利

JP2014114548A Ceiling structure 审中-公开
标题翻译：天花板结构
公开(公告)号：JP2014114548A
公开(公告)日：2014-06-26
申请号：JP2012267144
申请日：2012-12-06
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MINEWAKI SHIGEO , FUTATSUGI SHUYA , KAMOSHITA NAOTO , OKAMOTO HAJIME , TAKAHASHI HIROMU , YAMAMOTO MASATO , TOMIOKA YUICHI , AOI JUN
IPC分类号： E04B9/00 , E04B9/04
摘要： PROBLEM TO BE SOLVED: To enhance earthquake resistance by a simple constitution.SOLUTION: In the case of an earthquake, a projection 112 projecting from an end face 52T of an end part 52 of a ceiling board 50 is brought into contact with a friction plate 132 provided on a cornice 60 and slides and rubs it following the horizontal movement of the ceiling board 50 with respect to the cornice 60. This friction consumes and absorbs energy caused by the earthquake, thereby controlling earthquake vibration and accordingly improving earthquake resistance of the ceiling board 50. Thus, the earthquake resistance of the ceiling board 50 is enhanced by a simple structure in which a friction mechanism 100 is provided between the ceiling board 50 and the cornice 60.
摘要翻译：要解决的问题：通过简单的构造提高耐震性。解决方案：在地震的情况下，从顶板50的端部52的端面52T突出的突起112与摩擦片 132设置在檐口60上，并且在天花板50相对于檐口60的水平运动之后滑动并摩擦。该摩擦消耗并吸收由地震引起的能量，从而控制地震振动，从而提高天花板的抗震性因此，通过在顶板50和檐口60之间设置有摩擦机构100的简单结构，提高了天花板50的抗震性。

4. 发明专利

JP2013076245A Masonry material wall 有权
标题翻译： MASONRY材料墙
公开(公告)号：JP2013076245A
公开(公告)日：2013-04-25
申请号：JP2011216189
申请日：2011-09-30
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KINUGAWA TOSHIHIKO , TOYONAGA HIDEO , CHEN WOO-CHEONG , YAMAMOTO MASATO , KAWAI TATSUMI , NAKAHARA KOJI , YAMAMOTO KEISUKE , MITSUEDA RYO
IPC分类号： E04B2/02
摘要： PROBLEM TO BE SOLVED: To follow relative story displacement of a building frame and avoid breaking, collapse, etc. of joint mortar and the like, in spite of a masonry material wall such as decorative brick, stone, glass, and block, etc. giving a unique appearance with stately and high-class feeling for each wall surface.SOLUTION: A masonry material wall 1 is stacked up with decorative masonry materials 4 in a staggered arrangement with an air space 3 formed between the wall 1 and a building frame 2. In the masonry material wall 1, masonry material groups consisting of a plurality of steps of masonry materials adhered to each other by joint mortar 8 are vertically partitioned by horizontal joints a, and horizontally partitioned at fixed intervals by stretchable vertical joints, thus forming panel-like masonry material units 9. Elastic seal materials 10 are provided in a horizontal joint a between vertically adjacent masonry material units 9, 9 and in a stretchable vertical joint between horizontally adjacent masonry material units 9, 9, respectively, so that the masonry material unit 9 of an upper stage and the masonry material unit 9 of a lower stage can move individually with the horizontal joint a as a boundary.
摘要翻译：要解决的问题：为了遵循建筑物框架的相对故事位移，并避免连接砂浆等的破碎，塌陷等，尽管砖石，石头，玻璃和砖块等砖石材料墙壁等等，给予独特的外观与每个墙壁表面的高级感觉。解决方案：砖石材料墙1以交错布置的装饰砖石材料4堆叠，形成在墙壁1和建筑物框架2之间的空气空间3。在砖石材料壁1中，由通过接缝砂浆8彼此粘合的多个砖石材料的台阶由水平接缝a垂直分隔，并且通过可伸缩的垂直接缝水平分隔，从而形成板状砖石材料单元9.提供弹性密封材料10 在垂直相邻的砖石材料单元9,9之间的水平接头中和在水平相邻的砖石材料单元9,9之间的可伸缩的垂直接头中，使得上部的砌体材料单元9和砖石材料单元9的下级可以以水平接头a作为边界单独移动。版权所有（C）2013，JPO＆INPIT

5. 发明专利

JP2013032675A Exterior method 有权
标题翻译：外部方法
公开(公告)号：JP2013032675A
公开(公告)日：2013-02-14
申请号：JP2011202263
申请日：2011-09-15
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店 , Konishi Co Ltd , コニシ株式会社
发明人： YAMAMOTO MASATO , OKAMOTO HAJIME , TAKAHASHI HIROMU , YOSHIDA SHINGO , ISHIBASHI YUKIMITSU , MATSUBARA MICHIHIKO , SUGITA KEITARO , KATSUTA YOSHINOBU , KUSUKI KOJI , YAMAZOE HIROTOMO , IIJIMA YOSHIHITO
IPC分类号： E04F13/21
摘要： PROBLEM TO BE SOLVED: To provide an exterior method which is capable of sticking an exterior material to an uneven base with excellent adhesion and followability, and is excellent in workability.SOLUTION: The exterior method includes: a step X of forming an unevenness adjustment layer by applying, to at least a part of a base material surface, a composition for unevenness adjustment, for which a viscosity A measured at a rotation speed 1 r/min under a temperature condition of 23°C based on JIS K6833-1 using a B type viscometer is in a range of 1000 Pa s to 3000 Pa s, a viscosity ratio (A/B) of the viscosity A and a viscosity B measured at a rotation speed 10 r/min is 6 or higher, and for dumbbell physical properties measured based on JIS A5557 indicated by a hardened object obtained by being hardened, the maximum tensile strength is 0.4 N/mmto 2.0 N/mm, and an elongation percentage at rupture is 40% to 200%; and a step Y of applying a reaction curable adhesive onto a base material where the unevenness adjustment layer is formed, and then sticking the exterior material.
摘要翻译：要解决的问题：提供一种能够将外部材料粘附到具有优异的粘合性和随动性的不均匀基体上并且加工性优异的外部方法。外部方法包括：通过向基材表面的至少一部分施加用于不均匀调整的组合物形成不均匀调整层的步骤X，以组合物1的转速1测量的粘度A 在使用B型粘度计的基于JIS K6833-1的23℃的温度条件下，r / min在1000Pa·s〜3000Pa·s的范围内，粘度A的粘度比（A / B）和粘度以10r / min的转速测定的B为6以上，通过硬化得到的硬化物所表示的JIS A5557测定的哑铃物理特性，最大拉伸强度为0.4N / mm 2 至2.0N / mm 2 ，断裂伸长率为40％〜200％; 以及将反应性固化性粘合剂涂布在形成有凹凸调整层的基材上，然后粘贴外部材料的步骤Y。版权所有（C）2013，JPO＆INPIT

6. 发明专利

JP2011079988A Adhesive material for tiling and structure 审中-公开
标题翻译：粘结材料用于倾斜和结构
公开(公告)号：JP2011079988A
公开(公告)日：2011-04-21
申请号：JP2009234223
申请日：2009-10-08
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMAMOTO MASATO , OKAMOTO HAJIME , TAKAHASHI HIROSHI , YOSHIDA SHINGO
IPC分类号： C09J11/04 , C09J201/00 , E04F13/21
摘要： PROBLEM TO BE SOLVED: To obtain an adhesive material for tiling which avoids reduction in work efficiency when it is applied to a concrete bed and covered with tiles, and which can reduce displacement of the tiles when it is cured, and to obtain a structure.
SOLUTION: The adhesive material 20 comprises a modified silicone resin-based adhesive 22 and glass balloons 24. The glass balloons 24 are hollow and spherical and have a particle size of 10-100 μm, and a weight ratio X to the total weight of the adhesive 22 is set in the range of 0.1-1.0 wt.%. In the adhesive material 20, since the particle size and weight ratio X of the glass balloons 24 mixed into the adhesive 22 are specified, reduction in work efficiency when the adhesive material 20 is applied to a concrete base 12 and covered with tiles 14 is suppressed. Since flow of the adhesive 22 among the glass balloons 24 is suppressed, the adhesive material 20 can reduce displacement of the tiles 14 in curing.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：获得用于平铺的粘合剂材料，其在施加到混凝土床上并覆盖有瓷砖时避免工作效率降低，并且可以减少瓷砖在固化时的位移，并获得一个结构。粘合剂材料20包括改性的有机硅树脂基粘合剂22和玻璃球24.玻璃球24是中空的和球形的，其粒径为10-100μm，重量比X为总量粘合剂22的重量设定在0.1〜1.0重量％的范围内。在粘合剂材料20中，由于规定混合在粘接剂22中的玻璃球24的粒径和重量比X，因此抑制粘合剂材料20施加到混凝土基体12上而被瓦片14覆盖时的作业效率降低。由于玻璃球24中的粘合剂22的流动被抑制，所以粘合剂材料20可以减少固化中的瓦片14的位移。版权所有（C）2011，JPO＆INPIT

7. 发明专利

JP2011006947A Reinforcing structure of masonry construction wall, masonry construction wall, masonry structure, and method of reinforcing masonry construction wall 审中-公开
标题翻译：建筑墙体施工结构，建筑墙体，施工结构及加固施工方法
公开(公告)号：JP2011006947A
公开(公告)日：2011-01-13
申请号：JP2009152340
申请日：2009-06-26
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MIYAUCHI YASUMASA , KOBAYASHI NAGAHITO , KITAJIMA YUTAKA , KURAHASHI MITSUHIRO , YAMAMOTO MASATO , OUSALEM HASSANE , TAKEUCHI MITSURU , TAKAHASHI HIROSHI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To prevent a liquid component in a filling material from exuding to a wall face of a masonry construction wall while preventing rust of a tendon inserted into a through-hole with the filling material.SOLUTION: Since a sheath pipe 90 is arranged between an inner wall of the through-hole 150 and a PC steel rod 300, the liquid component (water in the case of grout 158) of the grout 158 is prevented from penetrating a joint material 12 between bricks 10 and exuding to the wall face (the obverse surface) 101 of a brick wall 100.
摘要翻译：要解决的问题：防止填充材料中的液体成分渗出到砖石结构壁的壁面，同时防止用填充材料插入到通孔中的腱的锈蚀。解决方案：由于护套管90是布置在通孔150的内壁和PC钢杆300之间，防止了水泥浆158的液体成分（水浆158的水）渗入砖10之间的接合材料12并渗出到壁砖墙100的表面（正面）101。

8. 发明专利

JP2010281034A Structure for reinforcing masonry wall, and masonry structure 有权
标题翻译：用于加强墙壁结构和MASONRY结构
公开(公告)号：JP2010281034A
公开(公告)日：2010-12-16
申请号：JP2009132717
申请日：2009-06-02
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MIYAUCHI YASUMASA , KOBAYASHI NAGAHITO , KITAJIMA YUTAKA , KURAHASHI MITSUHIRO , YAMAMOTO MASATO , OUSALEM HASSANE , TAKAHASHI HIROSHI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To enhance earthquake-resisting performance of a mason wall by improving the effect of restraining out-of-plane deformation of a masonry wall from being caused by a tendon.
SOLUTION: A compressive force is applied between the upper and lower ends 120 and 110 of a brick wall 100 by means of a plurality of prestressing bars 302 which penetrate between the upper and lower ends 120 and 110 of the brick wall 100 and to which a tensioning force is applied. A frictional force, which acts between bricks 10 and on the boundary face between the brick 10 and a joint material 12, is improved by the compressive force applied by the prestressing bars 302, so that the in-plane deformation of the brick wall 100 can be suppressed. Additionally, the prestressing bars 302 are arranged away in the out-of-plane direction of the brick wall 100 in a lateral view. Thus, the effect of serving as a reinforcing bar for suppressing the out-of-plane deformation of the brick wall 100 is exerted to improve the effect of suppressing the out-of-plane deformation of the brick wall 100. Thus, the effect of restraining the out-of-plane deformation of the brick wall 100 from being caused by a prestressing bar 300 is improved in comparison with a constitution in which the prestressing bars 302 are not arranged away in the out-of-plane direction of the brick wall 100.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：通过改善抑制砌体墙体的外部外部变形不受腱引起的影响，从而提高泥浆墙的抗震性能。解决方案：借助于穿过砖墙100的上下端120和110之间的多个预应力杆302，在砖墙100的上端120和下端110之间施加压缩力，以及施加张紧力。通过由预应力杆302施加的压缩力来改善作用在砖10之间和砖10和接合材料12之间的边界面上的摩擦力，使得砖壁100的面内变形可以被压制此外，预应力杆302在侧视图中被布置在砖壁100的平面外方向上。因此，施加作为用于抑制砖壁100的平面外变形的钢筋的效果，以提高抑制砖墙100的平面外变形的效果。因此，相比于预应力杆302未布置在砖壁的平面外方向上的构造，与砖预应力杆300相比，抑制砖壁100的平面外变形不受预应力杆300的影响 100.版权所有（C）2011，JPO＆INPIT

9. 发明专利

JP2010281033A Construction method for reinforcing masonry wall, and masonry structure 有权
标题翻译：用于加强墙壁和MASONRY结构的施工方法
公开(公告)号：JP2010281033A
公开(公告)日：2010-12-16
申请号：JP2009132716
申请日：2009-06-02
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MIYAUCHI YASUMASA , KOBAYASHI NAGAHITO , KITAJIMA YUTAKA , KURAHASHI MITSUHIRO , YAMAMOTO MASATO , OUSALEM HASSANE , TAKAHASHI HIROSHI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To enhance earthquake-resisting performance of a masonry wall without shifting the masonry wall.
SOLUTION: An anchor plate 350 is attached to a lower end 306 of a prestressing bar 302 from a horizontal hole 210 which is formed in a foundation 200 of a brick wall 100, without shifting the existing brick wall 100. Subsequently, the anchor plate 350 is fixed by infilling high-early-strength concrete 212 into the horizontal hole 210. In other words, the anchor plate 350 functioning as a fixed end can be provided at the lower end 306 of the prestressing bar 302, without the relocation of the brick wall 100, by forming the horizontal hole 210 in the foundation 200. A compressive force is applied between the upper and lower ends 120 and 110 of the brick wall 100 by the plurality of prestressing bars 302 which penetrate between the upper and lower ends 120 and 110 of the brick wall 100 and to which a tensioning force is applied.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提高砖石墙的抗震性能，不需要改变砖石墙。解决方案：锚板350从形成在砖墙100的基础200中的水平孔210附接到预应力杆302的下端306，而不移动现有的砖壁100.随后，锚定板350通过将高强度混凝土212填充到水平孔210中而固定。换句话说，用作固定端的锚板350可以设置在预应力杆302的下端306处，而不需要重新定位通过在基座200中形成水平孔210，通过在上下两者之间穿过的多个预应力杆302在砖壁100的上端120和下端110之间施加压缩力砖壁100的端部120和110，并且施加张紧力。版权所有（C）2011，JPO＆INPIT

10. 发明专利

JP2007205010A Mixture and construction method for soil-based pavement, and mixture and construction method for soil-based wall 审中-公开
标题翻译：基于土壤的混凝土和混凝土施工方法及土壤基础墙的混合施工方法
公开(公告)号：JP2007205010A
公开(公告)日：2007-08-16
申请号：JP2006024279
申请日：2006-02-01
申请人： Aoki Jun Kenchiku Keikaku Jimusho:Kk , Inax Corp , Takenaka Komuten Co Ltd , 株式会社Inax , 株式会社竹中工務店 , 株式会社青木淳建築計画事務所
发明人： MAENAMI HIROTERU , KURIAKI YUUJI , ONO TETSUO , YAMAHANA TOKIAKI , TSUMURA CHIKAKO , YAMAMOTO MASATO , AOKI ATSUSHI
IPC分类号： E01C7/36 , E01C7/10 , E01C7/32
摘要： PROBLEM TO BE SOLVED: To provide a mixture for a soil-based pavement and a mixture for a soil-based wall, which do not decrease strength or deteriorate designability, in the case of construction in a cold district, and a construction method for the soil-based pavement and a construction method for the soil-based wall.
SOLUTION: After the mixing of water, the mixture for the soil-based pavement is placed and spread in a paving place, subjected to rolling compaction, and cured to be turned into the soil-based pavement. In the mixture for the soil-based pavement, 100 pts.mass soil containing 2-30 mass% particles with a particle diameter 75 μm or less, and 40-100 pts.mass cement are mixed together. The mixture for the soil-based wall is sprayed on a construction site, and cured to be turned into the soil-based wall. In the mixture for the soil-based wall, 100 pts.mass soil containing 2-30 mass% particles with a particle diameter of 75 μm or less, and 25-100 pts.mass cement are mixed together.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供在寒冷地区的施工情况下的土壤路面和土壤壁混合物的混合物，其不会降低强度或劣化设计性，并且构造土壤路面施工方法及土体墙施工方法。解决方案：水混合后，将土壤路面的混合物放置在铺路的地方，进行碾压，并固化成土壤路面。在土壤路面的混合物中，将含有粒径为75μm以下的2-30质量％粒子和40〜100粒度水泥的100粒度土混合在一起。将土壤壁混合物喷洒在施工现场，固化成土壤壁。在用于土壤壁的混合物中，将含有2-30质量％粒径为75μm以下的颗粒和25-100粒度水泥的100粒度土混合在一起。版权所有（C）2007，JPO＆INPIT

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