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61. 发明专利

JP2013163969A Pre-stressed concrete member 有权
标题翻译：预应力混凝土构件
公开(公告)号：JP2013163969A
公开(公告)日：2013-08-22
申请号：JP2013089279
申请日：2013-04-22
申请人： Taisei Corp , 大成建設株式会社
发明人： KORENAGA TAKEYOSHI , TAKEZAKI SHINICHI , KAI TAKAO , KOMURO TSUTOMU
IPC分类号： E04C5/08 , E04G21/12
摘要： PROBLEM TO BE SOLVED: To provide a pre-stressed concrete member which has no need of leaving anchor hardware at an end of a concrete member and allows easy introduction of pre-stress even at a construction site with a limited work space or the like.SOLUTION: For a pre-stressed concrete member, an insertion hole is formed inside a concrete member and a tendon is disposed inside the insertion hole of the concrete member, a filler is filled inside the insertion hole, and the tendon is fixed to the concrete member by adhesive force of the tendon and the filler.
摘要翻译：要解决的问题：提供一种预混凝土构件，其不需要在混凝土构件的端部处留下锚固件，并且即使在具有有限的工作空间等的施工现场也容易地引入预应力。解决方案：对于预应力混凝土构件，在混凝土构件内部形成有插入孔，并且在混凝土构件的插入孔内侧设置有腱，填充物填充在插入孔内，并且将钢筋固定在混凝土通过腱和填料的粘合力成员。

62. 发明专利

JP2012162963A Building construction method 有权
标题翻译：建筑施工方法
公开(公告)号：JP2012162963A
公开(公告)日：2012-08-30
申请号：JP2011026083
申请日：2011-02-09
申请人： Taisei Corp , 大成建設株式会社
发明人： MATSUMOTO SHUICHI , KOMURO TSUTOMU
IPC分类号： E04G23/06 , E04G23/08
摘要： PROBLEM TO BE SOLVED: To provide a building construction method for achieving a shorter construction period.SOLUTION: The building construction method using an existing building 1 having n-storied basements (n is a natural number of 2 or greater) for constructing a new building 2 includes a ground skeleton demolishing step of demolishing the ground skeleton of the existing building 1 to expose an existing underground slab 14 from the first basement of the existing building, a platform installing step of installing a working platform 3 on an existing underground column 13 of the existing building 1, an opening forming step of forming an opening 14a in the existing underground slab 14 on each of floors of the first basement to n-1-th basement of the existing building 1, and an underground column constructing step of using a hoisting device 4 disposed on the working platform 3 for suspending a column structural material 23a to be a new underground column 23 down from the opening 14a and erecting the column structural material 23a on the floor surface of the n-th basement of the existing building 1.
摘要翻译：要解决的问题：提供一种实现更短施工周期的建筑施工方法。
解决方案：使用具有n层地下室（n为2以上的自然数）的现有建筑1的建筑施工方法，用于构建新建筑物2包括：拆除现有建筑物的地面骨架的地面骨架拆卸步骤建筑物1从现有建筑物的第一基底露出现有的地下板坯14，在现有建筑物1的现有地下柱13上安装工作平台3的平台安装步骤，形成开口14a的开口形成步骤现有建筑物1的第一地下室至第n-1个地下室的现有地下板坯14，以及使用设置在工作平台3上的用于悬挂柱结构材料的起吊装置4的地下柱施工步骤 23a成为从开口14a向下的新的地下柱23，并且将现有制品的第n个地下室的地板表面上的柱结构材料23a竖立起来（C）2012，JPO＆INPIT

63. 发明专利

JP2010159611A Concrete skeleton reinforcement method and concrete skeleton reinforcement structure 有权
标题翻译：混凝土加固方法和混凝土强化结构
公开(公告)号：JP2010159611A
公开(公告)日：2010-07-22
申请号：JP2009004125
申请日：2009-01-09
申请人： Taisei Corp , 大成建設株式会社
发明人： IIZUKA TAKAFUMI , NARIHARA HIROYUKI , KOMURO TSUTOMU , KANEDA KAZUHIRO
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a concrete skeleton reinforcement method capable of increasing a shear strength at low cost.
SOLUTION: This concrete skeleton reinforcement method is used to reinforce an existing concrete column 10. In the method, horizontal reinforcements 11 are disposed on the outer peripheral side surfaces 101-104 of an existing concrete column 10, a new concrete skeleton as an extension part 14 is provided so as to come into contact with one side surface 101 of the existing concrete column 10, and a winding and standing part 13 for covering the existing concrete column 10 together with the extension part 14 is formed by coating the side surfaces 102-103 of the existing concrete column 10 with a polymer cement mortar so as to cover the horizontal reinforcements 11.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供能够以低成本提高剪切强度的混凝土骨架加强方法。解决方案：这种混凝土骨架加固方法用于加固现有的混凝土柱10.在该方法中，水平加强件11设置在现有混凝土柱10的外周侧表面101-104上，新的混凝土骨架为延伸部14设置成与现有的混凝土柱10的一个侧面101接触，并且通过涂覆侧面来形成用于将现有的混凝土柱10与延伸部14一起覆盖的卷绕和立起部13 现有混凝土柱10的表面102-103与聚合物水泥砂浆一起覆盖水平增强材料11.版权所有（C）2010，JPO＆INPIT

64. 发明专利

JP2010077773A Seismic strengthening structure 有权
标题翻译：地震加固结构
公开(公告)号：JP2010077773A
公开(公告)日：2010-04-08
申请号：JP2008250474
申请日：2008-09-29
申请人： Taisei Corp , 大成建設株式会社
发明人： KOMURO TSUTOMU , KANEDA KAZUHIRO , TANIGUCHI TOSHITAKA
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a seismic strengthening structure which can reduce the number of shear transmission members placed between an existing frame and an additional beam-column frame. SOLUTION: The seismic strengthening structure is equipped with an additional concrete column 1 additionally installed to an existing column, and an additional concrete beam 2 formed along the direction intersecting the additional concrete column 1. The additional concrete column 1 is fixed to the existing column P using the shear transmission members 3, 3 implanted in the front Pf of the existing column P. The additional concrete beam 2 has a front side beam part 2F located closer to the front side than the front Pf of the existing column P, and a rear side beam part 2R located closer to the rear side than the front Pf of the existing column P. A front shaft reinforcing material 22 installed in the front side beam part 2F is fixed to the additional concrete column 1, and the end surface of the rear side beam portion 2R comes into contact with the side surface Ps of the existing column P. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够减少放置在现有框架和附加梁柱框架之间的剪切传递构件的数量的抗震结构。解决方案：抗震结构配备了另外安装在现有塔上的附加混凝土柱1，以及沿着与附加混凝土柱1相交的方向形成的附加混凝土梁2.附加混凝土柱1固定在现有的柱P使用植入现有柱P的前部Pf中的剪切传递部件3,3。另外的混凝土梁2具有比现有柱P的前端Pf靠近前侧的前侧梁部2F，以及比现有列P的前侧Pf更靠近后侧的后侧梁部分2R。安装在前侧梁部分2F中的前轴加强材料22固定到附加混凝土柱1，并且端面后侧梁部分2R与现有列P的侧面Ps接触。版权所有（C）2010，JPO＆INPIT

65. 发明专利

JP2007120002A Pretension member 有权
标题翻译：预先会员
公开(公告)号：JP2007120002A
公开(公告)日：2007-05-17
申请号：JP2005309043
申请日：2005-10-24
申请人： Taisei Corp , 大成建設株式会社
发明人： KOMURO TSUTOMU , TAKEZAKI SHINICHI , KORENAGA TAKEYOSHI , KAI TAKAO
IPC分类号： E04C5/08
摘要： PROBLEM TO BE SOLVED: To provide a pretension member which prevents occurrence of crack and destruction even when using a tension member having high adhesion force such as deformed reinforcing bars.
SOLUTION: This pretension member is a prestressed beam 1 (the pretension member) for stretching the deformed reinforcing bars 10 with tension to introduce prestress. An adhesion crack prevention part U being a concrete part without stress is formed without bonding the deformed reinforcing bars 10 in both end parts of the prestressed beam 1 to restrain a fixing region adjacent to a central side of the adhesion crack prevention part U, and prevents occurrence of crack due to surface pressure when adhesion crack and destruction occur and tension force is introduced (when the tension member is opened) by the adhesion crack prevention part U.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供即使在使用具有高粘附力的张力构件（例如变形的钢筋）时也能防止发生裂纹和破坏的预张紧构件。解决方案：该预张紧构件是预应力梁1（预紧构件），用于张紧变形的钢筋10以引入预应力。形成没有应力的混凝土部分的粘合裂纹防止部U，而不会使预应力梁1的两端部中的变形的钢筋10粘接，以约束与粘合裂纹防止部U的中心侧相邻的固定部，并且防止当发生粘合裂缝和破坏发生时由于表面压力而产生裂缝，并且通过粘合裂纹防止部分U引入张力（拉伸构件打开时）。版权所有（C）2007，JPO＆INPIT

66. 发明专利

JP2003129690A EARTHQUAKE CONTROL STUD OF STEEL CONSTRUCTION 审中-公开
公开(公告)号：JP2003129690A
公开(公告)日：2003-05-08
申请号：JP2001326041
申请日：2001-10-24
申请人： TAISEI CORP
发明人： ODAGIRI TOMOAKI , HARA TAKAFUMI , KOMURO TSUTOMU , SOYA KATSUHIKO
IPC分类号： E04B1/24 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide an earthquake control stud of a steel construction preventing an axial force from working during an earthquake, while being excellent in construction workability without requiring additional construction work. SOLUTION: The earthquake control stud 10 is provided between the beams 11 and 12 of upper and lower stories of a frame consisting of steel column beams 11, 12 and 13 and is plasticized when acted upon by a predetermined horizontal load. The stud is formed with a discontinuous part with a clearance 18 between the beams 11 and 12 of the upper and lower stories, and restraint members 20 and 21 restraining the horizontal movement of the ends of the discontinuous part.

67. 发明专利

JP2002242207A SUPPORT STRUCTURE OF STRUCTURE FOUNDATION 失效
公开(公告)号：JP2002242207A
公开(公告)日：2002-08-28
申请号：JP2001046195
申请日：2001-02-22
申请人： TAISEI CORP
发明人： KAWABATA KAZUMI , KOMURO TSUTOMU , SHINOZAKI YOZO
IPC分类号： E02D5/34 , E02D27/12
摘要： PROBLEM TO BE SOLVED: To provide a support structure of a structure foundation capable of preventing the generation of an excessive sectional force in a pile and the structure foundation even when they receive a large horizontal force and providing rationality of design and ease of construction. SOLUTION: This support structure of the structure foundation includes a pile head part 11 and a bearing part 12 provided on the pile head part 11 and supports the structure foundation (footing foundation 2) while loading it on the bearing part 12. The bearing part 12 is the support structure of the structure foundation having a pyramid trapezoid shape.

68. 发明专利

JP2000192455A CAST-IN-PLACE REINFORCED CONCRETE PILE 失效
公开(公告)号：JP2000192455A
公开(公告)日：2000-07-11
申请号：JP37006098
申请日：1998-12-25
申请人： TAISEI CORP , HIGH FREQUENCY HEATTREAT
发明人： KORENAGA TAKEYOSHI , KOBAYASHI ATSUSHI , KOMURO TSUTOMU , KAWABATA KAZUMI
IPC分类号： E02D5/34
摘要： PROBLEM TO BE SOLVED: To provide a cast-in-place reinforced concrete pile having large bearing force imparted thereto. SOLUTION: There is provided a cast-in-place reinforced concrete pile 10 which is constructed by winding a spiral reinforcement 1 on the periphery of longitudinal main reinforcements 2 to form a cage 3, and arranging the cage 3 at the construction site, followed by placing concrete in the cage. In this case, the spiral reinforcement 1 is formed of a deformed steel bar for PC having a yield point strength of 80 kgf/mm2 or more and a shear reinforcement ratio of 0.1 to 0.5%.

69. 发明专利

JP2000064640A RESIDENTIAL BUILDING ARRANGEMENT METHOD IN MULTIPLE DWELLING HOUSE 失效
公开(公告)号：JP2000064640A
公开(公告)日：2000-02-29
申请号：JP23730298
申请日：1998-08-24
申请人： TAISEI CORP
发明人： TANAKA TAKEKI , ICHINOYA SUSUMU , KOMURO TSUTOMU
IPC分类号： E04H1/04 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To freely lay out residential buildings without giving a structural effect on houses inside by combining three houses into one residential building with earthquake resistance and by arbitrarily combining a plurality of residential buildings. SOLUTION: A square house 13 is arranged between a pair of rectangular houses 11, 12 with parts of their mutual walls used commonly so as to be formed into a residential building l having a U-shape in a plan view as a whole. Entrance halls of respective houses are arranged in a recess part of the residential building 1 and a plurality of residential buildings are arbitrarily assembled so as not to block the recess of each residential building.

70. 发明专利

JPH11280151A Reinforced concrete column and joint construction between column and steel beam 失效
标题翻译：钢筋和钢梁之间的加固混凝土柱和接头结构
公开(公告)号：JPH11280151A
公开(公告)日：1999-10-12
申请号：JP10389098
申请日：1998-03-31
申请人： Taisei Corp , 大成建設株式会社
发明人： KAWABATA KAZUMI , HARA TAKAFUMI , KOMURO TSUTOMU , HARASHIMA YOKO
IPC分类号： E04B1/30
摘要： PROBLEM TO BE SOLVED: To provide a jointing construction capable of obtaining a higher rigidity and a higher strength than a conventional reinforced concrete column, of making the work easier, of reducing the amount of steel than a steel pipe column filled with concrete, of reinforced concrete column with excellent economy, and of providing an adequate joint construction between the column and steel beams.
SOLUTION: A reinforced concrete column 1 is surrounded by a steel plate 2 for its outer periphery, is internally arranged with axial reinforcing bars 3, 4 and lateral reinforcing bars 5 and concrete is placed. Also, at a jointing portion with a steel beam of this reinforced concrete column 1 and a position meeting upper and lower flanges of a steel beam, a horizontal stiffener extending outwardly from the steel plate is provided with the steel plate in one united body and this horizontal stiffener is jointed with the upper and lower flanges of the steel beam.
COPYRIGHT: (C)1999,JPO
摘要翻译：要解决的问题：为了提供能够获得比常规钢筋混凝土柱更高的刚性和更高的强度的接合结构，使得工作更容易，减少钢的量比填充混凝土的钢管柱，钢筋具有优良经济性的混凝土柱，并且在柱和钢梁之间提供足够的接头结构。解决方案：钢筋混凝土柱1由外周的钢板2包围，内部设置有轴向钢筋3,4和横向钢筋5，混凝土被放置。此外，在与该钢筋混凝土柱1的钢梁的接合部和钢梁的上下凸缘的位置处，从钢板向外延伸的水平加强件以一体的形式设置有钢板，水平加强筋与钢梁的上下凸缘接合。

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