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1. 发明专利

JP2001098642A METHOD FOR EVALUATING STRENGTH OF STEEL PIPE CONCRETE PILLAR/BEAM JUNCTION PART 失效
公开(公告)号：JP2001098642A
公开(公告)日：2001-04-10
申请号：JP2000228835
申请日：2000-07-28
申请人： TAKENAKA KOMUTEN CO , KUBOTA KK
发明人： HIRAIDE TORU , SHIMONO NAOTO , SEGAWA TERUO , OKAMOTO TATSUO , UEDA HIROYUKI , KANEKO HIROFUMI , HIGUCHI MITSURU , EITO OSAMU , TAGANO KIMISUKE , MORIZAKI MITSURU , HARADA KOICHI
IPC分类号： E04B1/30 , G01N3/00
摘要： PROBLEM TO BE SOLVED: To provide an evaluation method for reducing the degree for excessively evaluating the strength of a junction part. SOLUTION: The junction part between a flange 3F at the pull side of a steel frame beam 3 and a steel pipe concrete pillar 4 out of a steel pipe concrete pillar/beam junction part is divided into end regions (e) near both ends in the width direction of the flange and a central region (m) between them, the yield strength of a steel pipe 1 and that of the flange 3F are obtained for each of the end region (e) and the central region (m), a smaller one out of the yield strength of the steel pipe 1 and that of the flange 3F is set to end yield strength, yield obtained by multiplying a smaller one out of the yield strength of the steel pipe 1 and that of the flange 3F by a stress block coefficient is set to central yield strength for the central region (m), and the total of the end yield strength and the central yield strength is set to evaluation strength.

2. 发明专利

JP2001041866A METHOD FOR ESTIMATING YIELD STRENGTH OF JOINT PART OF STEEL PIPE AND BEAM 失效
公开(公告)号：JP2001041866A
公开(公告)日：2001-02-16
申请号：JP21377199
申请日：1999-07-28
申请人： TAKENAKA KOMUTEN CO , KUBOTA KK
发明人： SHIMONO NAOTO , SEGAWA TERUO , OKAMOTO TATSUO , UEDA HIROYUKI , KANEKO HIROFUMI , HIRAIDE TORU , HIGUCHI MITSURU , EITO OSAMU , TAGANO KIMISUKE , MORIZAKI MITSURU , HARADA KOICHI
IPC分类号： G01N3/00
摘要： PROBLEM TO BE SOLVED: To more accurately and simply obtain a yield strength of a joint part of a steel pipe column and a beam with less trouble. SOLUTION: A collapse mechanism of a joint part K2 of a steel pipe column C having a concrete 2 filled in an inner hollow part and a steel framed beam B is specified by a yield line and a flat plate part surrounded by the yield line. According to the method, a yield strength of the joint part K2 is obtained with the use of a yield line theory whereby the yield strength of the joint part K2 is derived from a yield criterion of a section at the yield line. In the method, the steel pipe column C is considered separately between the joint part K2 with a pipe thickness increased, and general parts K1 continuous with the joint part up and down. A pipe thickness tp of the joint part K2 and a pipe thickness tc of the general part K1 are set separately. In obtaining the yield strength of the joint part K2, a distance Lp between an upper end part of the joint part K2 and an upper end part of the steel framed beam B, and an axial force acting to the steel pipe column C are reflected to the yield line theory.

3. 发明专利

JP2001041865A METHOD FOR ESTIMATING YIELD STRENGTH OF JOINT PART OF STEEL PIPE COLUMN AND BEAM 失效
公开(公告)号：JP2001041865A
公开(公告)日：2001-02-16
申请号：JP21377099
申请日：1999-07-28
申请人： TAKENAKA KOMUTEN CO , KUBOTA KK
发明人： SHIMONO NAOTO , SEGAWA TERUO , OKAMOTO TATSUO , UEDA HIROYUKI , KANEKO HIROFUMI , HIRAIDE TORU , HIGUCHI MITSURU , EITO OSAMU , TAGANO KIMISUKE , MORIZAKI MITSURU , HARADA KOICHI
IPC分类号： G01N3/00
摘要： PROBLEM TO BE SOLVED: To more accurately and simply obtain a yield strength of a joint part of a steel pipe column and a beam with less trouble. SOLUTION: A yield strength cPy of a joint part of a steel pipe column and a beam is calculated on the basis of the following estimation equation form an outer diameter Dp of a thickness increased steel pipe part K2, a pipe thickness Tp of the thickness increased steel pipe part K2, a joint width Bf' including a welding excess metal of the thickness increased steel pipe part K2 and a beam flange BF of the joint part, a joint height Tf' including the welding excess metal of the thickness increased steel pipe part K2 and the beam flange BF, a joint outer circumference size Lf including the welding excess metal of the thickness increased steel pipe part K2 and the beam flange BF, a yield stress intensity fσy of a material of the beam and a yield stress degree cσy of a material of the column. cPy=C1.Dpc2.Tpc3.Bf'c4.Tf'c5.Lfc6.fσyc7.cσyc8.

4. 发明专利

JPH07324382A METHOD FOR EVALUATING BEARING FORCE OF STEEL PIPE CONCRETE COLUMN-BEAM JOINING PART 失效
公开(公告)号：JPH07324382A
公开(公告)日：1995-12-12
申请号：JP11843294
申请日：1994-05-31
申请人： TAKENAKA KOMUTEN CO , KUBOTA KK
发明人： UEDA HIROYUKI , SEGAWA TERUO , OKAMOTO TATSUO , SHIMONO NAOTO , KIMURA MAMORU , HIGASHIHATA YASUO , OTA HIDEHIKO , TAGANO KIMISUKE , HAMAZUKA TERUO
IPC分类号： E04B1/30 , E04B1/58 , G01N3/00 , G01N19/04
摘要： PURPOSE:To properly evaluate the bearing force of the joint part of a steel pipe concrete column, and minimize the pipe thickness in the joint part. CONSTITUTION:In a steel pipe concrete column-beam connecting part in which a steel beam B is connected to a steel pipe concrete column C formed of a steel pipe 1 filled with concrete 2, the joint part 1A to be connected with a steel beam 2 of the steel pipe 1 being stiffened by thinning the joint part 1A over the whole length, when its bearing force is evaluated, the dropping-out breakage load for breaking the joint part 1A by dropping oust the tensile-side flange BF of the steel beam B from the joint part 1A of the steel pipe concrete column 1 is calculated. The calculated dropping-out breakage load is evaluated as limit bearing force.

5. 发明专利

JP2002081134A STRENGTH ESTIMATING METHOD FOR STEEL PIPE COLUMN AND BEAM JOINT 失效
公开(公告)号：JP2002081134A
公开(公告)日：2002-03-22
申请号：JP2000271631
申请日：2000-09-07
申请人： TAKENAKA KOMUTEN CO , KUBOTA KK
发明人： SHIMONO NAOTO , SEGAWA TERUO , OKAMOTO TATSUO , UEDA HIROYUKI , KANEKO HIROFUMI , HIRAIDE TORU , HIGUCHI MITSURU , EITO OSAMU , TAGANO KIMISUKE , MORIZAKI MITSURU , HARADA KOICHI
IPC分类号： E04B1/30
摘要： PROBLEM TO BE SOLVED: To make it possible to determine the yield strength of a joint between a steel pipe column and a beam more accurately and easily with less labor. SOLUTION: The yield strength cPy of the joint between the steel pipe column and the beam can be calculated from an outer diameter Dp of a thickened steel pipe portion K2, a pipe thickness Tp of a thickened steel pipe portion K2, a joint width Bf' including an excess metal of weld of the thickened steel pipe portion K2 and a beam flange BF of the steel pipe column and beam joint, a joint height Tf' including an excess metal of weld of the thickened steel pipe portion K2 and a beam flange BF, an axial tension ratio (np) which is a ratio between the axial tension at the thickened steel pipe portion and the yield strength in axial direction of the thickened steel pipe portion, an yield unit stress fσy of a beam member, and an yield unit stress cσy of the column member based on the following estimation equation (1): cPy=C 1.DpC2.TpC3.Bf'C4.Tf'C5.(1-np)C6.fσyC7.cσyC8... (1).

6. 发明专利

JP2014118775A Steel plate earthquake-resisting wall 审中-公开
标题翻译：钢板接地墙
公开(公告)号：JP2014118775A
公开(公告)日：2014-06-30
申请号：JP2012276061
申请日：2012-12-18
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMAZAKI KENJI , UEDA HIROYUKI , SUZUKI NAOMIKI , YAMASHITA YASUHIKO , KUSHIMA SOICHIRO , KATAYAMA TAKESHI , USAMI TORU , ONO YOSHINOBU , USHIWATA FUMI
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To enable man-powered installation by securing handleability of a use member while enabling exertion of a bearing force of an earthquake-resisting wall.SOLUTION: A steel plate earthquake-resisting wall configures an earthquake-resisting wall W by installing an earthquake-resisting steel plate 5 like a wall in a frame K comprising a column 1 and a beam 2. In the earthquake-resisting wall W, the plurality of earthquake-resisting steel plates 5 are adjacently arranged in a wall surface, and the adjacent earthquake-resisting steel plates 5 are joined together by a friction joint 10 that is frictionally joined by partial overlapping.
摘要翻译：要解决的问题：通过确保使用构件的可操作性，同时能够施加抗震墙的支承力，实现人力安装。解决方案：钢板抗震墙通过安装防火墙W来配置抗震墙W 在框架K中具有如图1所示的框架K的耐震钢板5，该框架K包括柱1和梁2.在耐震壁W中，多个耐震钢板5相邻地布置在壁面中，相邻的耐震钢板5通过摩擦接合部10接合在一起，摩擦接头10通过部分重叠而摩擦接合。

7. 发明专利

JP2014101666A Adhesion method 有权
标题翻译：粘合方法
公开(公告)号：JP2014101666A
公开(公告)日：2014-06-05
申请号：JP2012253751
申请日：2012-11-19
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMAZAKI KENJI , KUSAKA SATORU , KISHIMOTO KOHEI , UEDA HIROYUKI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide an adhesion method with which, when adhering an adhered member to a steel frame material such as a beam or a column of an architectural structure 1 of steel frame construction, a larger adhesion area can be secured in an adhesion part.SOLUTION: The adhesion method for adhering an adhered member 11 to a steel-frame beam 10 constituting an architectural structure 1 of steel-frame construction includes: an adhered member covering step of covering at least a part of each of a plurality of outer surfaces of the steel-frame beam 10 with the adhered member 11 via a space layer 17; and an adhesive filling step of adhering the adhered member 11 and the steel-frame beam 10 by filling the space layer 17 with an epoxy resin 12.
摘要翻译：要解决的问题：提供一种粘合方法，当将粘合构件粘附到诸如钢框架结构的建筑结构1的梁或柱的钢框架材料时，可以确保较大的粘附面积，粘接部件11粘附在构成钢框架结构体1的钢框架梁10上的粘合方法包括：粘接部件覆盖工序，覆盖多个外部部件的至少一部分钢架梁10的表面经由空间层17与粘接部件11相连; 以及通过用环氧树脂12填充空间层17来粘合粘合构件11和钢框架梁10的粘合剂填充步骤。

8. 发明专利

JP2009121052A Base-isolated building 有权
标题翻译：基础隔离建筑
公开(公告)号：JP2009121052A
公开(公告)日：2009-06-04
申请号：JP2007293388
申请日：2007-11-12
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMAMOTO SHUNJI , UEDA HIROYUKI , KANEGAE YUKAKO
IPC分类号： E04H9/02 , E04B1/36 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To economically reduce a pullout force acting on a base isolation device without reducing the substantial floor space of a building.
SOLUTION: This base-isolated building comprises a base isolation layer Bc having a plurality of base isolation devices M between the lower structural part Ba of the building and the upper structural part Bb of the building. The base-isolated building further comprises a floating prevention means H for preventing the upper structural part of the building from being floated. The floating prevention means H comprises a pair of engagement structural parts 3 which are engaged with each other when they are moved close to each other in the lateral direction to constrain the separating movement in the vertical direction. The both engagement structural parts 3 are installed in the lower and upper structural parts Ba and Bb of the building, respectively.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了经济地减少作用在基座隔离装置上的拉拔力，而不会减小建筑物的实际占地空间。解决方案：这种基础隔离的建筑物包括在建筑物的下部结构部分Ba和建筑物的上部结构部分Bb之间具有多个基部隔离装置M的基部隔离层Bc。基座隔离的建筑物还包括用于防止建筑物的上部结构部件浮起的浮动防止装置H. 防浮动装置H包括一对接合结构部件3，它们在横向方向上彼此接近地相互接合以约束垂直方向上的分离运动。两个接合结构部分3分别安装在建筑物的下部和上部结构部分Ba和Bb中。版权所有（C）2009，JPO＆INPIT

9. 发明专利

JP2009007807A Building skeleton structure 审中-公开
标题翻译：建筑结构
公开(公告)号：JP2009007807A
公开(公告)日：2009-01-15
申请号：JP2007169361
申请日：2007-06-27
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MASUI TETSUYA , UEDA HIROYUKI
IPC分类号： E04B5/43 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a building skeleton structure which has a column having a minimally designed cross section.
SOLUTION: According to the building skeleton structure, an upper column 5B is arranged on a lower column 5A, and a capital 8 is interposed at a joint portion between the upper and lower columns 5 in a horizontally overhanging manner. Then a slab 3 is borne on the capital 8. Herein the capital 8 is formed of a plate body, interposed between the upper and lower columns 5, and held in a manner being in no contact with the upper and lower columns.
COPYRIGHT: (C)2009,JPO&INPIT

10. 发明专利

JP2008297718A Aseismatic reinforcing structure 审中-公开
标题翻译： ASEISMATIC加固结构
公开(公告)号：JP2008297718A
公开(公告)日：2008-12-11
申请号：JP2007142131
申请日：2007-05-29
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KANEGAE YUKAKO , UEDA HIROYUKI , YAMAMOTO SHUNJI , NAGASE TADASHI
IPC分类号： E04G23/02 , E04B1/00 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To improve aseismatic performance of an existing building by utilizing an existing veranda without necessitating, in particular, a space for aseismatic reinforcement on a front side of the existing veranda and changing the appearance of the existing building greatly.
SOLUTION: In this aseismatic reinforcing structure of the existing building A provided with the veranda 5 on each of a plurality of stories, a steel frame beam 9 along the direction of depth of the veranda is connected and fixed with/on a lower face of the upper side veranda 5a among a pair of verandas adjacent to each other in the vertical direction, a steel frame 10 along the vertical direction is connected and fixed with/on an upper face of the lower side veranda 5b by separating it from an outer peripheral part 4 of the building and leaving a space 11 allowing a person to move over the veranda part at front and rear positions across the steel frame, and the steel frame beam and the steel frame are mutually connected through a damper 12 for controlling vibration.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：通过利用现有的阳台，提高现有建筑物的抗震性能，特别是在现有阳台正面进行抗震加固的空间，大大改变现有建筑的外观。解决方案：在现有建筑A的抗震加固结构中，在多层故事中设置有阳台5，沿着阳台深度方向的钢框架梁9连接并固定在下面在垂直方向上彼此相邻的一对阳台中的上侧阳台5a的表面，沿着垂直方向的钢框架10通过将其与外围部分4，并留下一个空间11，允许人们穿过钢框架的前后位置在阳台部分上移动，钢框架梁和钢框架通过用于控制振动的阻尼器12相互连接。版权所有（C）2009，JPO＆INPIT

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