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1. 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

2. 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

3. 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

4. 发明专利

JP2006249831A Reinforcement arrangement structure made of reinforced concrete 有权
标题翻译：加固混凝土的加固布置结构
公开(公告)号：JP2006249831A
公开(公告)日：2006-09-21
申请号：JP2005069681
申请日：2005-03-11
申请人： Kajima Corp , 鹿島建設株式会社
发明人： YOSHIMATSU TOSHIYUKI , SAITO HAJIME , MARUYAMA AZUMA , SUZUKI NORIO , YANAZUME TOSHIYA
IPC分类号： E04C5/16
摘要： PROBLEM TO BE SOLVED: To provide a reinforcement arrangement structure made of reinforced concrete and capable of sufficiently securing the strength of intersection parts of slab members and wall members.
SOLUTION: In the structure for reinforcement arrangement made of reinforced concrete, a reinforcement arrangement intersection part 9 at which main slab beams 4 and 4 of a slab member 2 and vertical reinforcements 7 and 7 of a wall member 3 intersect each other is reinforced by a ring-like reinforcing bar 10. Even in the case of using the slab member 2 and the wall member 3 of a small thickness in comparison with column members and beam members, it is possible to sufficiently secure the strength of their intersection part by the ring-like reinforcing bar 10. Since angle parts 10a of the ring-like reinforcing bar 10 are each protruded to both the inside of the slab member 2 and the inside of the wall member 3, it is possible to further heighten the strength of the intersection part of the slab member 2 and the wall member 3.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种由钢筋混凝土制成的加强布置结构，并且能够充分确保板坯构件和壁构件的交叉部分的强度。解决方案：在由钢筋混凝土制成的加强结构的结构中，加强布置交叉部分9，板构件2的主板4和4以及壁构件3的纵向加强件7和7彼此相交，通过环形钢筋10加强。即使在与柱构件和梁构件相比，使用厚度小的板坯构件2和壁构件3的情况下，也可以充分确保其交叉部分的强度由于环状的加强筋10的角部10a各自突出到板状构件2的内部和壁构件3的内部，所以能够进一步提高强度（C）2006，JPO＆NCIPI

5. 发明专利

JP2007040052A Steel for unbonded prestressed concrete, its manufacturing method and structure 审中-公开
标题翻译：钢筋混凝土预制混凝土及其制造方法与结构
公开(公告)号：JP2007040052A
公开(公告)日：2007-02-15
申请号：JP2005227743
申请日：2005-08-05
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SANADA AKIKO , MARUTA MAKOTO , SUZUKI NORIO , IGARASHI KATSUYA
IPC分类号： E04C5/10 , E01B3/34 , E01D11/04 , E01D19/10 , E04C5/03 , E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide unbonded steel for prestressed concrete additionally having a simple antiseismic damping function, and an unbonded prestressed concrete structure using the unbonded steel for prestressed concrete.
SOLUTION: Steel 2 for prestressed concrete is placed in a sheath 1. A viscous antirust 4 is filled in a gap 3 between the sheath 1 and the steel 2 for the prestressed concrete. A winding sheath, polyethylene sheath or the like having a high adhesion is used for the sheath 1. PC steel rods, PC stranded wires, or deformed PC steel rods, high-strength steel bars or the like are used for the steel 2 for the prestressed concrete. The antirust 4 having a viscosity is also used.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供另外具有简单抗震阻尼功能的预应力混凝土的未粘结钢，以及使用未粘合钢用于预应力混凝土的未粘结预应力混凝土结构。解决方案：用于预应力混凝土的钢2放置在护套1中。粘性防锈剂4填充在护套1和用于预应力混凝土的钢2之间的间隙3中。用于护套1的具有高附着力的绕线鞘，聚乙烯护套等。用于钢2的PC钢棒，PC绞线或变形的PC钢棒，高强度钢棒等用于预应力混凝土也使用具有粘度的防锈剂4。版权所有（C）2007，JPO＆INPIT

6. 发明专利

JP2004141945A Method for electroslag welding of diaphragm in box section column 审中-公开
标题翻译：膜片焊接电极焊接方法
公开(公告)号：JP2004141945A
公开(公告)日：2004-05-20
申请号：JP2002311219
申请日：2002-10-25
申请人： Shimizu Corp , Ttk Corp , 株式会社東京鐵骨橋梁 , 清水建設株式会社
发明人： TANAKA MASAHITO , KURAMOCHI MITSUGI , KOSHIDA KAZUNORI , INUBUSHI AKIRA , SUZUKI NORIO , FUKAI SHIGENORI , SAKAMOTO SHINICHI
IPC分类号： B23K25/00
摘要： PROBLEM TO BE SOLVED: To provide a method for the electroslag welding of a diaphragm in a box section column which is capable of shortening the welding time as well as attaining a reduction in cost by cutting the consumption of welding rods, enhances toughness of a welded part and reduces welding distortion by restraining an increase of a heat input at the welded part, and can enhance product quality.
SOLUTION: In the method of the electroslag welding of the diaphragm in the box section column, a welding wire 8 is fused and welded with a skin plate 2 and the diaphragm 1. A bevel is provided between the side face of either one of the skin plate 2 or the diaphragm 1 and the end face of the other facing the side face of the one, and both sides of the bevel are enclosed with a backing board 4. Molten slag 7 is made to intervene in the bevel, and the welding wire 8 is put into the molten slag 7 and is electrified. The welding wire 8 is continuously supplied into the molten slag 7 and moved upward. The sectional form of the end face of the other is made sharply pointed.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：为了提供一种能够缩短焊接时间并且通过切割焊条的消耗来实现成本降低的盒式立柱中的隔膜的电渣焊接方法，提高韧性的焊接部，通过抑制焊接部的热输入的增加来减少焊接变形，能够提高产品质量。解决方案：在盒式立柱中隔膜的电渣焊接方法中，将焊丝8熔合并焊接有皮肤板2和隔膜1.在任一个的侧面之间设置斜面的皮肤板2或隔膜1，另一个的端面面向一侧的侧面，并且斜面的两侧被背衬板4包围。使熔渣7插入斜面中，并且将焊丝8放入熔渣7内通电。焊丝8被连续供给到熔渣7中并向上移动。另一个的端面的截面形状被尖锐地尖锐。版权所有（C）2004，JPO

7. 发明专利

JP2000001999A VIBRATION CONTROL REINFORCEMENT STRUCTURE FOR EXISTING BUILDING 失效
公开(公告)号：JP2000001999A
公开(公告)日：2000-01-07
申请号：JP16675898
申请日：1998-06-15
申请人： KAJIMA CORP
发明人： KOJIKA NORIHIDE , SAKAMOTO MITSUO , YAMADA SHUNICHI , ARITA TOMOHIKO , SUZUKI NORIO , KUROKAWA YASUTSUGU , KUNIMATSU AKIHIRO
IPC分类号： E04H9/02 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To additionally provide a reinforcement structure surface in which a vibration control device is assembled in an opening part surrounded by columellas and beams while securing an opening for an entrance, and improve seismic performance of an existing building by additionally providing a less number of reinforcement elements by absorbing input energy of an earthquake by the vibration control device in reinforcing the existing building. SOLUTION: A stud 5 of steel is disposed in an opening part 4 surrounded by columellas 1, 1 and beams 2, 3 in an existing building. An upper end of the stud 5 is fixed to a reinforcing steel plate 7 spliced and fixed to a side surface of the upper beam 2, a lower end of the stud 5 is fixed to a floor slab 1 by a post-construction anchor 12, resin binding agent or the like, the stud 5 is separated to an upper part and a lower part, an upper and a lower studs 5-1, 5-2 are connected to each other by a vibration control element such as an elastoplastic damper 6 or the like to construct a stud type vibration control reinforcement structual surface, and openings 4a, 4b as entrances or the like are secured on both sides of the stud 5, thereby earthquake energy is absorbed by deformation of the elastoplactic damper 6 or the like.

8. 发明专利

JPH11336332A REINFORCING STRUCTURE FOR EXISTING STRUCTURE AND REINFORCING CONSTRUCTION 失效
公开(公告)号：JPH11336332A
公开(公告)日：1999-12-07
申请号：JP14892298
申请日：1998-05-29
申请人： KAJIMA CORP
发明人： ARITA TOMOHIKO , SAKAMOTO MITSUO , YAMADA SHUNICHI , KOJIKA NORIHIDE , SUZUKI NORIO , KUROKAWA YASUTSUGU , KUNIMATSU AKIHIRO
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To enhance the aseismic performances of a plurality of existing structures without adding any special aseismic reinforcing frame by connecting adjoining existing structures to each other and by compensating for the aseismic performance of a structural plane of one existing structure having a small bearing force and rigidity by a structural plane of the other having a large bearing force and rigidity. SOLUTION: Existing structures 1, 2 are so formed that aseismic elements in the span direction are constituted of bearing walls 3 and the aseismic elements in the girder direction of columns 4 and beams 5, the bearing force and rigidity in the span direction are high, and the bearing force and the rigidity in the girder direction are small. The existing structures 1, 2 are arranged in such a state as crossing their span directions with each other and connected together. The bearing strength and the rigidity in the girder direction of the existing structure 1 facing to x-direction are compensated by the bearing wall 3 in the span direction of the existing structure 2 facing to y-direction and the bearing force and the rigidity in the girder direction of the existing structure 2 are compensated by the bearing wall 3 in the span direction of the existing structure 1. The aseismic performances of a plurality of existing structures 1, 2 can be thus enhanced without adding any special aseismic reinforcing frame.

9. 发明专利

JPH09203219A EARTHQUAKE-RESISTANT REINFORCING METHOD FOR EXISTING BUILDING 失效
公开(公告)号：JPH09203219A
公开(公告)日：1997-08-05
申请号：JP1176296
申请日：1996-01-26
申请人： KAJIMA CORP
发明人： ARITA TOMOHIKO , SAKAMOTO MITSUO , YAMADA SHUNICHI , KOJIKA NORIHIDE , SUZUKI NORIO , KUROKAWA YASUTSUGU
IPC分类号： E04H9/02 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To reinforce an existing building against earthquake to prevent the collapse thereof by chipping a boundary part between a column in the building and a wall thereof to form a slit in the vertical direction thereby to substantially separate the column and the wall. SOLUTION: A boundary part between columns 1, 1 in an existing building and a wall 2 connected thereto is chipped to vertically form slits 3, 3 between the column 1 and the wall 2. Thus the column 1 is substantially separated from the wall 2 and hence shear failure of the column 1 due to the development of a crack produced in the wall 2 to the column 1 can be prevented. It is preferable that a slit 3 be formed laterally in the wall 2 separated from the column 1 to install an earthquake resistant device 7 between the separated walls 21, 21 across the slit 3. The device 7 produces damping effects when a relative displacement in the horizontal direction occurs between the vertically separated walls 21, 21 so that failure of frame can be prevented and vibration can be prevented from becoming larger.

10. 发明专利

JPH08189084A CONSTRUCTION METHOD OF BOUNDARY BEAM IN REINFORCED CONCRETE CORE WALL FRAME 失效
公开(公告)号：JPH08189084A
公开(公告)日：1996-07-23
申请号：JP175995
申请日：1995-01-10
申请人： KAJIMA CORP
发明人： MAEDA SHOZO , ISOZAKI HIROSHI , GOTO HITOSHI , SUZUKI NORIO , TAKAHASHI MOTOMI
IPC分类号： E04B1/34
摘要： PURPOSE: To make the fitting of boundary beams to a core wall easy in construction and structurally advantageous. CONSTITUTION: At the time of constructing a core wall, fixtures 3 are disposed at the boundary beam fitting parts of the core wall 1 in such a state that the fixed parts are exposed to the surface of the fitting parts. Boundary beams 2 are formed of steel, and fixtures 4 are fitted to the fitting ends of the boundary beams 2. The fixtures 4 of the boundary beams 2 are then connected to the fixtures 3 of the core wall 1 to integrate the boundary beams 2 with the core wall 1. With this construction method, the boundary beams 2 made of hollow steel can be used for the fixtures 3 of the core wall 1 and the fixtures 4 of the boundary beams 2. This results in obtaining the boundary beams 2 having shearing yield strength and tenacity at the time of an earthquake so as to be able to cope with stress at the time of the earthquake or the like.

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