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1. 发明专利

JP2006016931A Anchor frame 有权
标题翻译：锚架
公开(公告)号：JP2006016931A
公开(公告)日：2006-01-19
申请号：JP2004198249
申请日：2004-07-05
申请人： Taisei Corp , Tokyo Tekko Co Ltd , 大成建設株式会社 , 東京鐵鋼株式会社
发明人： KAWABATA KAZUMI , TAKAYAMA MASAHARU , NARIHARA HIROYUKI , KIMURA YUICHI , IMAI KAZUMASA , AONO HIDESHI , KAMEDA RYUKICHI , KOSONE SHIGEO , KOSHIJI MASATO , ENDO HIROSHI
IPC分类号： E02D27/00 , E04B1/41
摘要： PROBLEM TO BE SOLVED: To provide an anchor frame which facilitates horizontal setting of its support plate.
SOLUTION: The anchor frame has the support plate 2 which is formed like a square frame, and leg members 3 arranged on each side of a lower surface of the support frame 2. Each leg member 3 is formed by bending a metallic flat plate as a stepped member, and has a horizontal lower plate portion 3a, an erect plate portion 3b vertically erecting from an end of the lower plate portion 3a, and a horizontal upper plate portion 3c extending from an upper end of the erect plate portion 3b in a direction opposed to the direction of the lower plate portion 3b. The upper plate portion 3c is firmly welded to the lower surface of the support plate 2, and each side edge of the support plate 2 is spaced away from the erect plate portion 3b toward the tip of the upper plate portion 3c.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种有助于其支撑板的水平设置的锚固框架。解决方案：锚固框架具有形成为方形框架的支撑板2和布置在支撑框架2的下表面的每一侧上的腿部构件3.每个腿部构件3通过弯曲金属平板并且具有水平的下板部分3a，从下板部分3a的一端垂直竖立的竖立板部分3b和从竖直板部分3b的上端延伸的水平上板部分3c 在与下板部3b的方向相反的方向上。上板部分3c牢固地焊接到支撑板2的下表面，并且支撑板2的每个侧边缘朝向上板部分3c的顶端与直立板部分3b间隔开。版权所有（C）2006，JPO＆NCIPI

2. 发明专利

JP2005307701A Column steel frame supporting structure 有权
标题翻译：柱钢框架支撑结构
公开(公告)号：JP2005307701A
公开(公告)日：2005-11-04
申请号：JP2004130174
申请日：2004-04-26
申请人： Taisei Corp , Tokyo Tekko Co Ltd , 大成建設株式会社 , 東京鐵鋼株式会社
发明人： KAWABATA KAZUMI , TAKAYAMA MASAHARU , NARIHARA HIROYUKI , KIMURA YUICHI , IMAI KAZUMASA , AONO HIDESHI , KAMEDA RYUKICHI , KOSONE SHIGEO , KOSHIJI MASATO , ENDO HIROSHI
IPC分类号： E02D27/00 , E04B1/24 , E04B1/30 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To prevent concrete from undergoing bearing fracture without damaging the degree of freedom in arrangement of column leg base and beautiful appearance.
SOLUTION: A wide width section 1b having a width larger than that of an upper section 1a of a column leg base concrete 1 is formed in a lower part of the column leg base concrete 1, the bottom end of an anchor bolt 2 is embedded to the wide width section 1b and a fixing board 4a resisting agaist pulling-out of the bolt 2 is installed on the bottom end. The position of placing the fixing board 4a is set to make the acting direction D of a stress extending conically upward from the fixing board 4a as a starting point pass through a side face of the side faces of the wide width section 1b which side face is most proximate to the bolt 2, and the size of the wide width section 1b is set to suppress the bearing fracture of the concrete at the position where the fixing board 4a is placed. By making the wide width section restrain the concrete from undergoing bearing fracture at the fixing section, the upper section 1a of the column leg base concrete can be formed in a slim shape. The concrete is prevented from undergoing bearing fracture without damaging the degree of freedom in arrangement of the column leg base and beautiful appearance.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：防止混凝土承受轴承断裂，而不会损害柱腿基座的布置自由度和美观。解决方案：在柱腿基础混凝土1的下部形成有宽度大于柱腿基础混凝土1的上部1a的宽度的部分1b，锚杆2的底端被嵌入到宽幅部1b中，并且在底端安装有抵抗螺栓2的伸出拉出的固定板4a。设置定影板4a的位置被设定为使作为起点的固定板4a的锥形向上延伸的应力的作用方向D通过宽幅部1b的侧面的侧面，侧面为最靠近螺栓2，并且设定宽幅部1b的尺寸以抑制在固定板4a的位置处的混凝土的轴承断裂。通过使宽幅部分限制混凝土在固定部分承受轴承断裂，柱腿基础混凝土的上部1a可以形成为细长的形状。防止混凝土承受轴承断裂，而不会损害柱腿基座的布置自由度和美观。版权所有（C）2006，JPO＆NCIPI

3. 发明专利

JP2005133300A Reinforcement anchorage device 审中-公开
标题翻译：加固安装装置
公开(公告)号：JP2005133300A
公开(公告)日：2005-05-26
申请号：JP2003367007
申请日：2003-10-28
申请人： Taisei Corp , 大成建設株式会社
发明人： KAWABATA KAZUMI , KORENAGA TAKEYOSHI , KANEDA KAZUHIRO
IPC分类号： E04C5/02 , E04G21/12
摘要： PROBLEM TO BE SOLVED: To provide a reinforcement anchorage device which is simple in structure and positively anchors a screw-knotted reinforcement.
SOLUTION: The reinforcement anchorage device 10 is formed of a main base body 11 and a bolt 15. The main base body 11 has a cylinder portion 12 which has internal thread portions 12 formed in an internal peripheral surface thereof, in a manner being screwed onto an end of the screw-knotted reinforcement R, and an anchorage portion 13 which blocks one end of the cylinder portion, extends in a radial direction of the cylinder portion, and has a through screw hole 13a formed therein so as to reach the cylinder portion. The bolt 5 is screwed into the through screw hole in order to abut its tip on an end face of the screw-knotted reinforcement.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种结构简单并且有效锚定螺纹打结钢筋的钢筋锚固装置。解决方案：加固锚固装置10由主基体11和螺栓15形成。主基体11具有圆筒部12，其具有以内周面形成的内螺纹部12，被拧在螺纹打结的加强件R的端部上，并且阻挡气缸部分的一端的锚固部分13在圆筒部分的径向方向上延伸，并且具有形成在其中的通孔13a，以便到达气缸部分。将螺栓5拧入通孔中以便在螺纹打结的加强件的端面上抵靠其尖端。版权所有（C）2005，JPO＆NCIPI

4. 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。

5. 发明专利

JP2006089974A Structure analyzing method and structure analyzing program 有权
标题翻译：结构分析方法和结构分析方案
公开(公告)号：JP2006089974A
公开(公告)日：2006-04-06
申请号：JP2004274945
申请日：2004-09-22
申请人： Taisei Corp , 大成建設株式会社
发明人： IMAI KAZUMASA , NARIHARA HIROYUKI , KAWABATA KAZUMI , TAKAYAMA MASAHARU , KIMURA YUICHI , AONO HIDESHI , KAMEDA RYUKICHI
IPC分类号： E04B1/24 , E02D27/00 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a technique of analyzing a structure inclusive of a concrete structural element, like an exposed column base, in an elasto-plastic region, by using a cross sectional analysis.
SOLUTION: There is provided a structure analyzing method which includes a step of calculating estimated deformation volumes of a concrete foundation, an anchor bolt, and a base plate, respectively, for instance, by using the cross sectional analysis, and a step of calculating a relationship between an estimated moment value and a rotational angle in the elasto-plastic region of a connection portion, based on the respectively calculated estimated deformation volumes. In the step of calculating the estimated deformation volume of the concrete foundation, a truncated cone is set by expanding a cross sectional area from a working surface to which a compressed load is applied, at a predetermined inclination angle as a depth becomes deeper, as an effective region in which the deformation occurs due to the compressed load, and a distortion at each horizontal cross section of the truncated cone is calculated from a balance of force on the cross section. Then the calculated distortion is integrated to calculate the estimated deformation volume, and the inclination angle is set such that the deformation volume calculated from an equation of elastic theory is equivalent to the estimated deformation volume in an elastic region.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：通过使用横截面分析来提供在弹性塑料区域中分析包括诸如暴露的柱基的混凝土结构元件的结构的技术。解决方案：提供了一种结构分析方法，其包括例如通过使用横截面分析来计算混凝土基础，锚定螺栓和基板的估计变形体积的步骤，以及步骤基于分别计算的估计变形体积计算连接部分的弹塑性区域中的估计力矩值和旋转角度之间的关系。在计算混凝土基础的估计变形体积的步骤中，通过将深度变深的预定倾斜角度从施加有压缩载荷的工作面的横截面积扩大而设定为截锥体，作为有效区域由于压缩载荷而发生变形，并且从横截面上的力的平衡计算截锥的每个水平横截面处的变形。然后将计算出的失真整合以计算估计的变形体积，并且设定倾斜角度，使得根据弹性理论方程计算的变形体积等于弹性区域中的估计变形体积。版权所有（C）2006，JPO＆NCIPI

6. 发明专利

JP2004204605A Joint structure 审中-公开
公开(公告)号：JP2004204605A
公开(公告)日：2004-07-22
申请号：JP2002376802
申请日：2002-12-26
申请人： Taisei Corp , 大成建設株式会社
发明人： KAWABATA KAZUMI , HAYASHI TOSHIYUKI
IPC分类号： E02D27/00 , E02D27/12 , E04B1/30 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a joint structure capable of facilitating work and decreasing bending stress or the like occurring in a leg or the like of a reinforced concrete steel pipe pole.
SOLUTION: In the joint structure K integrally connecting a reinforced concrete pile 10 to the reinforced concrete steel pipe pole 30 in the upper part thereof through a foundation 20, the reinforced concrete steel pipe pole comprises a steel pipe 31, a base plate 32 fixed to the lower end section of the steel pipe, pole longitudinal reinforcements 34 arranged in the direction of the pole axis of the steel pipe and fixed by extending into the reinforced concrete pile and a concrete 36 filled into the steel pipe, the joint structure is so constituted that the base plate is fixed to the foundation through a plurality of anchor bolts 37 and, at the same time, that pile longitudinal reinforcement in the reinforced concrete pile is not projected from the upper surface thereof.
COPYRIGHT: (C)2004,JPO&NCIPI

7. 发明专利

JP2004143778A Joining structure of steel framed beam and reinforced concrete beam 审中-公开
公开(公告)号：JP2004143778A
公开(公告)日：2004-05-20
申请号：JP2002308929
申请日：2002-10-23
申请人： Taisei Corp , 大成建設株式会社
发明人： KAWABATA KAZUMI , NOZAKI HIROSHI , TAKEYA MASAKUNI , KAWADA MASAYOSHI
IPC分类号： E04B1/30 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide the joining structure of an RC beam and an S beam in which time for construction is reduced, and the RC beam and the S beam can be joined with high accuracy.
SOLUTION: Vertical stiffeners 46 and 47 are installed previously at the side face places of the RC beam 2 of the S beam 4, the S beam 4 is mounted by inserting a reinforcement 21 in a beam type frame 7 and the RC beam 2 is constructed by placing concrete and a joining section 5 is built. Consequently, a special mounting member is not used for constructing the S beam 4, the machining of the S beam 4 and the execution of works of the joining section 5 are facilitated, and simple and clear mutual mounting conditions are enabled, and further the fear of trouble in accuracy on the is hardly generated works of the S beam 4. Since member force and the quantity of a deflection generated in the S beam 4 are decreased, and the size of the S beam 4 is shrunk because of the S beam 4 as a continuous beam, the material cost of the S beam 4 and a construction cost for building the S beam 4 are reduced.
COPYRIGHT: (C)2004,JPO

8. 发明专利

JP2003313861A Concrete foundation support structure 有权
标题翻译：混凝土基金会支持结构
公开(公告)号：JP2003313861A
公开(公告)日：2003-11-06
申请号：JP2002118809
申请日：2002-04-22
申请人： Taisei Corp , 大成建設株式会社
发明人： KAWABATA KAZUMI , HAYASHI TOSHIYUKI
IPC分类号： E02D5/34 , E02D5/48 , E02D27/12
摘要： PROBLEM TO BE SOLVED: To provide a concrete foundation support structure capable of rationalizing a design, saving a labor for construction, and reducing a construction cost.
SOLUTION: This concrete foundation support structure S supporting a concrete foundation (footing foundation 20) in a state of being placed on a pile (cast-in-place concrete pile 10) comprises a pile head part 11 having a concrete part and a body part 12. The design-based strength of the concrete of the pile head part is larger than that of the body part.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供能够使设计合理化，节省施工劳动力并降低施工成本的具体基础支撑结构。解决方案：支撑混凝土基础（基础基础20）处于堆放状态（现浇混凝土桩10）的混凝土基础支撑结构S包括具有混凝土部分的桩头部分11和身体部分12.桩头部分的混凝土的设计强度大于身体部位的设计强度。版权所有（C）2004，JPO

9. 发明专利

JP2003306975A Joint structure of base section of column member 审中-公开
标题翻译：圆柱部分的接头结构
公开(公告)号：JP2003306975A
公开(公告)日：2003-10-31
申请号：JP2002114072
申请日：2002-04-17
申请人： Taisei Corp , 大成建設株式会社
发明人： KAWABATA KAZUMI , KOMURO TSUTOMU
IPC分类号： E04B1/30
摘要： PROBLEM TO BE SOLVED: To provide a joint structure between a base section in a column member formed of a steel pipe and a reinforced concrete inside thereof and a concrete structural body capable of facilitating the construction and reducing a construction cost.
SOLUTION: The joint structure S between the base section 10a in the column member (RCFT column 10) formed of the through-steel pipe 11 and the reinforced concrete 15 inside thereof and a concrete structural body (lower structure 20) is so constituted that the reinforced concrete is arranged to the overall length in the direction of the column axis and is equipped with axial reinforcing bars 16 fixed to the concrete structural body and that the lower end of the through steel pipe is mounted on the concrete structural body.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种在由钢管形成的柱构件中的基部与其内部的钢筋混凝土之间的接头结构以及能够便于施工并降低施工成本的混凝土结构体。解决方案：由贯通钢管11形成的柱部件（RCFT柱10）的基部10a与内部的钢筋混凝土15之间的接合结构S以及混凝土结构体（下部结构体20）是如此构成为，钢筋混凝土沿柱轴线的整体长度配置，并且配备有固定在混凝土结构体上的轴向钢筋16，并且贯通钢管的下端安装在混凝土结构体上。版权所有（C）2004，JPO

10. 发明专利

JP2004197318A Joint structure 审中-公开
标题翻译：联合结构
公开(公告)号：JP2004197318A
公开(公告)日：2004-07-15
申请号：JP2002363642
申请日：2002-12-16
申请人： Taisei Corp , 大成建設株式会社
发明人： AONO HIDESHI , KAWABATA KAZUMI , TAKAYAMA MASAHARU , KIMURA YUICHI
IPC分类号： E04B1/24 , E04B1/18 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a joint structure of an exposed pier and a reinforced concrete structural body capable of obtaining economical and simple reinforcement arrangement by taking a stress condition or the like of each pier into consideration.
SOLUTION: A required number of plurality of main reinforcements in a lower layer reinforced concrete column 20 are used for anchor bolts in common. A base plate 11 integrally formed at the lower face of a pier 10a of a steel frame column 10 and the lower layer reinforced concrete column are jointed by the main reinforcements 21 used for the anchor bolt in common. The bond of the concrete 25 of the lower layer reinforced concrete column with the main reinforcements used for the anchor bolts in common is removed within a range of a specified length from the upper end of the lower layer RC column in the joint structure K.
COPYRIGHT: (C)2004,JPO&NCIPI
摘要翻译：要解决的问题：提供一种暴露的墩和钢筋混凝土结构体的接合结构，其能够通过考虑每个墩的应力条件等来获得经济和简单的加强布置。解决方案：下层钢筋混凝土柱20中所需的多个主加强件的共同使用的锚固螺栓。一体地形成在钢架柱10的墩10a的下表面的基板11和下层钢筋混凝土柱由用于锚栓的主加固件21共同连接。下层钢筋混凝土柱的混凝土25与用于锚固螺栓的主要加强件的接合在从接合结构K中的下层RC柱的上端规定的长度的范围内被去除。 P>版权所有（C）2004，JPO＆NCIPI

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