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1. 发明专利

JP2011038266A Precast pile head joint and method for constructing pile head section 有权
标题翻译：预制桩头接头和构造桩头部分的方法
公开(公告)号：JP2011038266A
公开(公告)日：2011-02-24
申请号：JP2009184303
申请日：2009-08-07
申请人： Hisahiro Hiraishi , Ohbayashi Corp , Okumura Corp , Penta Ocean Construction Co Ltd , Toda Constr Co Ltd , Urban Renaissance Agency , 五洋建設株式会社 , 久廣平石 , 戸田建設株式会社 , 株式会社大林組 , 株式会社奥村組 , 独立行政法人都市再生機構
发明人： HIRAISHI HISAHIRO , SUZUKI SHIRO , SUGIMOTO KUNIYOSHI , FUNAKI HIDETAKA , TOSAI HIROYUKI , SANO DAISAKU
IPC分类号： E02D5/34
摘要： PROBLEM TO BE SOLVED: To solve the problem of a reduction in the number of man-hours of construction associated with a method for constructing a pile head section. SOLUTION: In this method for constructing the pile head section of a cast-in-place concrete pile, a reinforcement cage 4 for being installed in an excavated hole, and a precast pile head joint 1, in which a main reinforcement and a dowel reinforcement for joining an auxiliary main reinforcement and an upper section of the reinforcement cage together are partially and integrally fixed together by a concrete body, are preformed; the reinforcement cage 4 is installed in the excavated hole; the precast pile head joint 1 is installed in the upper section of the reinforcement cage; a tremie pipe is inserted into a tremie pipe inserting hole which penetrates in a vertical direction and which is provided in the precast pile head joint; the concrete is placed in the excavated hole via the tremie pipe, and extra infilled over an upper section of the concrete body 6 of the precast pile head joint 1; and an extra-infilled section 9a is removed after the hardening of the placed concrete 9. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：解决与构造桩头部分的方法相关联的施工工时数量的减少的问题。解决方案：在这种用于构造现浇混凝土桩的桩头部分的方法中，安装在挖掘孔中的钢筋笼4和预制桩头接头1，其中主加固和用于将辅助主加强件和加强保持架的上部连接在一起的定位销加固件通过混凝土主体部分地和一体地固定在一起; 钢筋笼4安装在挖掘孔中; 预制桩头接头1安装在加强笼的上部; 将一根颤音管插入竖直方向穿透的颤音管插入孔，并设置在预制桩头接头中; 混凝土通过颤音管道放置在挖掘的孔中，并且在预制桩头接头1的混凝土主体6的上部部分额外填充; 并且在浇注的混凝土9硬化之后，去除一个额外的填充部分9a。版权所有（C）2011，JPO＆INPIT

2. 发明专利

JP2014136888A Building structure 有权
标题翻译：建筑结构
公开(公告)号：JP2014136888A
公开(公告)日：2014-07-28
申请号：JP2013005241
申请日：2013-01-16
申请人： Hisahiro Hiraishi , 久廣平石 , Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： HIRAISHI HISAHIRO , TOSAI HIROYUKI
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a building structure capable of achieving a deformation mode uniform in a height direction by devising a frame structure, without needing various assumptions in association with a structural analysis model as before.SOLUTION: In a building structure, semi-fixed type structural parts 11 and 12 are provided in a column base part CL on a lowermost story among a plurality of stories designed to uniformalize height-direction deformation and a column head part CU on an uppermost story, respectively.
摘要翻译：要解决的问题：提供一种能够通过设计框架结构而在高度方向上实现变形模式均匀的建筑结构，而不需要如前所述的结构分析模型的各种假设。解决方案：在建筑结构中，固定式结构部分11和12分别设置在设计成使高度方向变形均匀化的多个故事中的最底层的列基部CL和最上层的柱头部CU上。

3. 发明专利

JP2011122371A Method of preventing joint part of structure from being displaced, displacement prevention member, and structure of joint part of structure 有权
标题翻译：防止结构变形的结合部分，位移预防构件和结构部分的结构的方法
公开(公告)号：JP2011122371A
公开(公告)日：2011-06-23
申请号：JP2009281491
申请日：2009-12-11
申请人： Hisahiro Hiraishi , Ohbayashi Corp , Okumura Corp , Penta Ocean Construction Co Ltd , Toda Constr Co Ltd , Urban Renaissance Agency , 五洋建設株式会社 , 久廣平石 , 戸田建設株式会社 , 株式会社大林組 , 株式会社奥村組 , 独立行政法人都市再生機構
发明人： HIRAISHI HISAHIRO , SANO DAISAKU , SUZUKI SHIRO , SUGIMOTO KUNIYOSHI , FUNAKI HIDETAKA , TOSAI HIROYUKI
IPC分类号： E04B1/58 , E02D27/34
摘要： PROBLEM TO BE SOLVED: To solve the problem of a conventional method of preventing the joint part of a pile, a column, or the like from being displaced wherein the displacement occurs when the pile, column or the like receives load repeatedly due to an earthquake or the like. SOLUTION: In this method of preventing the joint part of a structure from being displaced, a displacement prevention member is fixed to the joint parts of one member and the other member of a structure. The displacement prevention member 1 includes one end fixed to the one member, a body part disposed along the boundary surface of the joint part and generally parallel to the boundary surface, and the other end fixed to the other member. The displacement prevention member 1 is configured so that the one end is fixed to the one member at the fixed part of the one member and the other member of the structure, the body part is disposed along the boundary surface and generally parallel to the boundary surface, and the other end of the body part is fixed to the other member. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：解决的问题：为了解决防止桩，柱等的接合部分的常规方法的移动问题，其中当桩，柱等重复地承受载荷时发生位移发生地震等。解决方案：在这种防止结构的接合部分移位的方法中，防偏移构件固定到一个构件和结构的另一个构件的接合部分。位移防止构件1包括固定到一个构件的一端，沿着接合部的边界面设置并且大致平行于边界面的主体部分，另一端固定到另一个构件。位移防止构件1被构造成使得一端在一个构件的固定部分和该结构的另一个构件的一个构件上固定，主体部分沿着边界面设置并且大致平行于边界面并且身体部分的另一端固定到另一个部件。版权所有（C）2011，JPO＆INPIT

4. 发明专利

JP2011122398A Method and member for preventing deviation of joint part in structure, and joint part structure in the structure 审中-公开
标题翻译：用于防止结构中接合部分偏差的方法和部件，以及结构中的接合部分结构
公开(公告)号：JP2011122398A
公开(公告)日：2011-06-23
申请号：JP2009282668
申请日：2009-12-14
申请人： Hisahiro Hiraishi , Ohbayashi Corp , Okumura Corp , Penta Ocean Construction Co Ltd , Toda Constr Co Ltd , Urban Renaissance Agency , 五洋建設株式会社 , 久廣平石 , 戸田建設株式会社 , 株式会社大林組 , 株式会社奥村組 , 独立行政法人都市再生機構
发明人： HIRAISHI HISAHIRO , SANO DAISAKU , SUZUKI SHIRO , SUGIMOTO KUNIYOSHI , FUNAKI HIDETAKA , TOSAI HIROYUKI
IPC分类号： E02D27/00 , E02D27/12 , E02D27/34 , E04B1/18
摘要： PROBLEM TO BE SOLVED: To solve a problem of causing deviation when receiving repeated loads due to an earthquake or the like regarding a method for preventing deviation of a joint part between a pile and a column or the like.
SOLUTION: A deviation preventing member 1 anchored to the joint part between one member and the other member of a structure is formed of: one end anchored to the one member; a body part arranged along a boundary surface in the joint part and substantially parallel with the boundary surface; and the other end anchored to the other member. A deviation preventing method for the joint part in the structure is carried out by anchoring one end of the deviation preventing member 1 to the one member of the structure at the anchor part of the one member and the other member of the structure, arranging the body part along the boundary surface and substantially parallel with the boundary surface, and anchoring the other end of the body part to the other member.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了解决由于地震等而引起的反复负载引起的偏离的问题，涉及防止桩和柱之间的接头部分偏离的方法等。解决方案：锚定在一个构件和结构的另一个构件之间的接合部分上的偏离防止构件1由一个端部锚定到一个构件形成; 主体部分沿接合部分的边界表面布置并且基本上与边界表面平行; 另一端锚定到另一个成员。通过将防偏离构件1的一端固定在一个构件的锚固部分和结构的另一个构件的结构中的一个构件上，来实现结构中的接合部的偏移防止方法，并且基本上与边界表面平行，并将主体部分的另一端锚定到另一个部件。版权所有（C）2011，JPO＆INPIT

5. 发明专利

JP2010024659A Structure for joining structural material and fixing end together 有权
标题翻译：结构材料结构和固定结构
公开(公告)号：JP2010024659A
公开(公告)日：2010-02-04
申请号：JP2008184954
申请日：2008-07-16
申请人： Hisahiro Hiraishi , Ohbayashi Corp , Okumura Corp , Penta Ocean Construction Co Ltd , Toda Constr Co Ltd , Urban Renaissance Agency , 五洋建設株式会社 , 久廣平石 , 戸田建設株式会社 , 株式会社大林組 , 株式会社奥村組 , 独立行政法人都市再生機構
发明人： HIRAISHI HISAHIRO , SUGIMOTO KUNIYOSHI , FUNAKI HIDETAKA , TOSAI HIROYUKI , SANO DAISAKU , TOKIMOTO KAZUNORI
IPC分类号： E04H9/02 , E04B1/21
摘要： PROBLEM TO BE SOLVED: To provide a structure for joining a structural material and a fixing end together, which can effectively reduce stress, caused by bending moment causing occurrence of crushing, only in a location of formation of a hinge or a location capable of remarkably causing the crushing of the concrete before the formation of the hinge, without being premised on the adoption of strength concrete, in consideration of the structural material and the fixing end to be connected to the structural material. SOLUTION: A stress relaxing portion for partially releasing the stress generated between a reinforced concrete column and a floor slab is formed along an outer peripheral edge of a column base portion of the reinforced concrete column on the floor slab 8 to be joined to the column base portion 1a of the reinforced concrete column 1. The stress relaxing portion is a groove 9 which is arranged along the outer periphery of the column base portion. The groove can also be filled with a filler lower in compression strength or rigidity than the floor slab. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于将结构材料和固定端接合在一起的结构，其可以有效地减少由于产生破碎的弯矩引起的应力，仅在形成铰链或位置的位置考虑到要与结构材料连接的结构材料和固定端，能够在形成铰链之前显着地引起混凝土的破碎，而不是采用强度混凝土。解决方案：用于部分地释放在钢筋混凝土柱和地板之间产生的应力的应力缓和部分沿着楼板8上的钢筋混凝土柱的柱基部的外周边缘形成，以被连接到钢筋混凝土柱1的柱基部1a。应力缓和部是沿柱基部的外周配置的槽9。槽也可以填充比地板更低的压缩强度或刚性的填料。版权所有（C）2010，JPO＆INPIT

6. 发明专利

JP2010024658A Joint structure of reinforced concrete member, and building using the same 有权
标题翻译：加固混凝土构件的联合结构和使用其的建筑物
公开(公告)号：JP2010024658A
公开(公告)日：2010-02-04
申请号：JP2008184953
申请日：2008-07-16
申请人： Hisahiro Hiraishi , Ohbayashi Corp , Okumura Corp , Penta Ocean Construction Co Ltd , Toda Constr Co Ltd , Urban Renaissance Agency , 五洋建設株式会社 , 久廣平石 , 戸田建設株式会社 , 株式会社大林組 , 株式会社奥村組 , 独立行政法人都市再生機構
发明人： HIRAISHI HISAHIRO , SUGIMOTO KUNIYOSHI , FUNAKI HIDETAKA , TOSAI HIROYUKI , SANO DAISAKU , TOKIMOTO KAZUNORI
IPC分类号： E04B1/20 , E04C3/34
摘要： PROBLEM TO BE SOLVED: To provide a joint structure of a reinforced concrete member, which can effectively reduce stress, caused by bending moment causing occurrence of crushing, only in a location of formation of a hinge or a location capable of remarkably causing the crushing of the concrete before the formation of the hinge, without being premised on the adoption of ultrahigh strength concrete, in consideration of the joint structure of the reinforced concrete member and a fixing end; and to provide a building using the joint structure of the reinforced concrete member. SOLUTION: A reinforced concrete column member 1, in which a main reinforcement 7 for a column and a hoop reinforcement 8 are embedded and a pressure reducing reinforcement 10 for bearing axial stress is embedded in an area inside the hoop reinforcement and on the side of uneven distribution of great compression stress, is joined to the side of a footing beam 2 by anchoring an anchoring end 10a of the pressure reducing reinforcement on the side of the footing beam 2. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种钢筋混凝土构件的接合结构，其可以有效地减少由弯曲力矩引起的应力，仅在形成铰链或能够显着引起的位置的位置考虑到钢筋混凝土构件的接头结构和固定端，在形成铰链之前对混凝土进行破碎，而不是采用超高强度混凝土的前提; 并使用钢筋混凝土构件的接合结构来提供建筑物。解决方案：一种钢筋混凝土柱构件1，其中嵌入有用于柱的主加固件7和环箍加强件8，并且用于承受轴向应力的减压加强件10嵌入在箍加强件内部的区域中通过将减压增强件的锚定端10a锚定在基脚梁2的侧面上，将足够的压缩应力的不均匀分布的一侧连接到基脚梁2的侧面。（C）2010，JPO＆INPIT

7. 发明专利

JP2006097289A Structure of joint between vertical member and horizontal member 有权
标题翻译：垂直构件和水平构件之间的接合结构
公开(公告)号：JP2006097289A
公开(公告)日：2006-04-13
申请号：JP2004283109
申请日：2004-09-29
申请人： Hisahiro Hiraishi , Kajima Corp , Matsumura Gumi Corp , Ohbayashi Corp , Ohmoto Gumi Co Ltd , Okumura Corp , Penta Ocean Constr Co Ltd , Shimizu Corp , Takenaka Komuten Co Ltd , Toda Constr Co Ltd , 五洋建設株式会社 , 久廣平石 , 戸田建設株式会社 , 株式会社大本組 , 株式会社大林組 , 株式会社奥村組 , 株式会社松村組 , 株式会社竹中工務店 , 清水建設株式会社 , 鹿島建設株式会社
发明人： HIRAISHI HISAHIRO , EDO HIROAKI , OKA KOJI , HAYAKAWA KUNIO , SUZUKI NORIO , TOSAI HIROYUKI , TSUKAGOSHI HIDEO , KEI TAKAHIRO , ISHIOKA HIROSHI , IMANISHI TATSUYA
IPC分类号： E04B1/58 , E01D19/02 , E02D27/00 , E02D27/12 , E04B1/24 , E04C5/01
摘要： PROBLEM TO BE SOLVED: To enhance the deformation capacity and energy absorbing capacity of a vertical member by restraining a boundary surface between the vertical member and a horizontal member from being cracked and crushed by a shearing force, in a joint between the vertical member and the horizontal member connected to the vertical member.
SOLUTION: In the joint between the vertical member A and the horizontal member B, a reinforcement 1 is continuously arranged astride the vertical member A for reinforced concrete construction and the horizontal member B for the reinforced concrete construction. A vertical member-side embedment material 2 is arranged on the boundary surface between the vertical member A and the horizontal member B, or up to the vicinity of the boundary surface, in the vertical member A; a horizontal member-side embedment material 3 is arranged on the boundary surface between the vertical member A and the horizontal member B, or up to the vicinity of the boundary surface, in the horizontal member B; and end surfaces of both the embedment materials 2 and 3 are brought into contact with each other.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了通过限制垂直构件和水平构件之间的边界面由剪切力破裂和破碎来提高垂直构件的变形能力和能量吸收能力，在竖直构件构件和连接到垂直构件的水平构件。解决方案：在垂直构件A和水平构件B之间的接合处，跨越钢筋混凝土结构的垂直构件A和钢筋混凝土构造的水平构件B连续布置加强件1。垂直构件侧嵌入材料2设置在垂直构件A和垂直构件B之间的边界表面上，或者直到垂直构件A中的边界表面附近; 水平构件侧嵌入材料3布置在水平构件B中的垂直构件A和水平构件B之间的边界表面上，或者直到边界表面附近; 并且两个嵌入材料2和3的端面彼此接触。版权所有（C）2006，JPO＆NCIPI

8. 发明专利

JP2006097288A Joint structure of concrete member 有权
标题翻译：混凝土结构联合结构
公开(公告)号：JP2006097288A
公开(公告)日：2006-04-13
申请号：JP2004283108
申请日：2004-09-29
申请人： Hisahiro Hiraishi , Kajima Corp , Matsumura Gumi Corp , Ohbayashi Corp , Ohmoto Gumi Co Ltd , Okumura Corp , Penta Ocean Constr Co Ltd , Shimizu Corp , Takenaka Komuten Co Ltd , Toda Constr Co Ltd , 五洋建設株式会社 , 久廣平石 , 戸田建設株式会社 , 株式会社大本組 , 株式会社大林組 , 株式会社奥村組 , 株式会社松村組 , 株式会社竹中工務店 , 清水建設株式会社 , 鹿島建設株式会社
发明人： HIRAISHI HISAHIRO , EDO HIROAKI , OKA KOJI , HAYAKAWA KUNIO , SUZUKI NORIO , TOSAI HIROYUKI , TSUKAGOSHI HIDEO , KEI TAKAHIRO , HATORI TOSHIAKI , IMANISHI TATSUYA
IPC分类号： E04B1/16 , E02D27/00 , E04B1/48 , E04B1/58 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To enhance the deformation capacity and energy absorbing capacity of a concrete member by restraining the concrete member from sliding with respect to the other concrete member by means of a shearing force acting on one concrete member, in a joint between the two concrete members.
SOLUTION: A steel material 2 is arranged astride the two concrete members A and B; the adhesion of the steel material 2 to concrete is canceled in at least a part of at least either a section which is positioned inside one concrete member A or a section which is positioned inside the other concrete member B; and at least either of both the ends of the steel material 2 is not anchored to the concrete.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了通过限制混凝土构件通过作用在一个混凝土构件上的剪切力相对于另一个混凝土构件滑动来提高混凝土构件的变形能力和能量吸收能力，在接头两个混凝土构件之间。解决方案：钢材2横跨两个混凝土构件A和B布置; 至少部分位于一个混凝土构件A内的部分或位于另一个混凝土构件B内的部分的至少一部分中，钢材2与混凝土的粘合被抵消; 钢材2的两端的至少任一端不固定在混凝土上。版权所有（C）2006，JPO＆NCIPI

9. 发明专利

JP2006183311A Reinforcing structure of circumference of opening section in reinforced concrete beam 有权
标题翻译：加固混凝土梁开裂部分加固结构
公开(公告)号：JP2006183311A
公开(公告)日：2006-07-13
申请号：JP2004377171
申请日：2004-12-27
申请人： Hisahiro Hiraishi , Kajima Corp , Matsumura Gumi Corp , Ohbayashi Corp , Ohmoto Gumi Co Ltd , Okumura Corp , Penta Ocean Constr Co Ltd , Shimizu Corp , Takenaka Komuten Co Ltd , Toda Constr Co Ltd , 五洋建設株式会社 , 久廣平石 , 戸田建設株式会社 , 株式会社大本組 , 株式会社大林組 , 株式会社奥村組 , 株式会社松村組 , 株式会社竹中工務店 , 清水建設株式会社 , 鹿島建設株式会社
发明人： HIRAISHI HISAHIRO , EDO HIROAKI , OKA KOJI , HAYAKAWA KUNIO , SUZUKI NORIO , TOSAI HIROYUKI , TSUKAGOSHI HIDEO , KEI TAKAHIRO , ISHIOKA HIROSHI , IMANISHI TATSUYA
IPC分类号： E04C5/18
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing structure of the circumference of an opening section in a reinforced concrete beam capable of reinforcing the circumference of the opening section while increasing workability including bar arrangement workability and shearing proof stress when the opening section such as a through-hole for installation piping or the like is formed in a reinforced concrete construction beam. SOLUTION: When a plurality of diagonal reinforcing bars 6 are arranged to the circumference of the opening section 5 formed in the reinforced concrete construction beam l arranging upper end main bars 2, lower end main bars 3 and shear reinforcing bars 4 thereto, both diagonal reinforcing bars 6 and 6 are made as a set and are arranged by intersecting with each other. Hooks 6a and 6a are formed in both ends of each diagonal reinforcing bar 6, one hook 6a is engaged with the upper end main bars 2, and the other hook 6a is engaged with the lower end main bars 3. A set of the diagonal reinforcing bars 6 and 6 are arranged to both sides of the perpendicular containing the center on the perpendicular cross section at right angles to a material axis of the beam 1, and it is attached to one side of the perpendicular, these diagonal bars are arranged on both sides by holding the opening section 5. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够增强开口部的周长的钢筋混凝土梁的开口部的周缘的增强结构，同时提高包括杆配置可加工性和剪切应力的加工性，当开口部分作为用于安装管道等的通孔形成在钢筋混凝土结构梁中。解决方案：当多个对角钢筋6布置在形成在钢筋混凝土结构梁1中的开口部分5的圆周上时，将上端主杆2，下端主杆3和剪切钢筋4布置在其上，两个对角钢筋6和6都制成一组，并且彼此交叉排列。钩6a和6a形成在每个对角线钢筋6的两端，一个钩6a与上端主杆2接合，另一个钩6a与下端主杆3接合。一组对角加强杆6和6布置在垂直横截面上垂直于垂直于梁1的材料轴线的垂直中心的垂直的两侧，并且它连接到垂直线的一侧，这些对角条布置在两者上（C）2006年，JPO＆NCIPI

10. 发明专利

JP2012154132A Earthquake-resisting wall 有权
标题翻译：地震电阻墙
公开(公告)号：JP2012154132A
公开(公告)日：2012-08-16
申请号：JP2011015983
申请日：2011-01-28
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： UEKI RIEKO , TOSAI HIROYUKI , HOSOI YASUYUKI
IPC分类号： E04G23/02 , E04B2/56
摘要： PROBLEM TO BE SOLVED: To provide an earthquake-resisting wall which uses a steel member, is excellent in workability, is capable of securing bearing force and rigidity, and allows arrangement of an opening.SOLUTION: This earthquake-resisting wall 10 is provided inside a column-beam frame to increase the rigidity and bearing force of a structure, and includes shape steel members 11, 12 having a manually handleable size and having a flange part, a steel stiffening plate 13, and a steel frame member 14 arranged inside the column-beam frame. At least a part of the shape steel members is divided into a plurality of pieces, the stiffening plate has such a size that it can be arranged between the adjacent shape steel members 12, 12 divided into pieces, and the frame member is divided into the plurality of pieces. The shape steel members 11, 12 are arranged in the horizontal direction and the vertical direction in the state that the flange part is in an in-plane direction, the stiffening plate is arranged between the adjacent shape steel members, the shape steel members and the stiffening plate are bolt-joined with each other, and a wall body is configured around the frame member.
摘要翻译：要解决的问题：为了提供使用钢构件的抗震壁，加工性优异，能够确保轴承力和刚度，并且可以布置开口。解决方案：该耐震壁10设置在柱梁框架内部以增加结构的刚度和承载力，并且包括具有手动可操作尺寸并具有凸缘部分的形状钢构件11,12，钢加强板13和布置在柱梁框架内的钢框架构件14。形状钢构件的至少一部分被分成多个，加强板的尺寸可以分布在相邻的形状钢构件12,12之间，并且框架构件被分成多件。形状钢构件11,12在凸缘部位于面内方向的状态下沿水平方向和垂直方向配置，加强板配置在相邻的形状钢构件，形状钢构件和加强板彼此螺栓连接，并且围绕框架构件构造壁体。版权所有（C）2012，JPO＆INPIT

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