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1. 发明专利

JP2008063896A Composite core material used for soil cement earth-retaining wall construction method, soil cement earth-retaining wall construction method using the core material and soil cement earth-retaining wall structure 审中-公开
标题翻译：复合材料用于土壤水泥地球保持墙施工方法，土壤水泥地球保持墙结构方法使用核心材料和土壤水泥地球保持墙结构
公开(公告)号：JP2008063896A
公开(公告)日：2008-03-21
申请号：JP2006245241
申请日：2006-09-11
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： TAYA YUJI , AOKI MASAMICHI , KONO TAKAO , WAKAI SHUICHI , HIRAIDE TORU
IPC分类号： E02D5/20
摘要： PROBLEM TO BE SOLVED: To provide a high strength and high rigidity core material in which a steel material and concrete are integrated (composition) used for a soil cement containing the core material earth-retaining wall construction method, the soil cement containing the core material earth-retaining wall construction method using the composite core material and a soil cement containing the core material earth-retaining wall structure. SOLUTION: A stress transmission projection is installed by a stud 3 or the like at a web surface 1b of a steel material 1, a concrete 4 is placed at a recessed part formed by the web surface 1b and an internal surface of a flange 1a and the steel material 1 and the concrete 4 are integrated via the stress transmission projection 3. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种用于含有芯材挡土墙施工方法的土壤水泥的钢材和混凝土一体化的高强度高刚性芯材料（组合物），含有使用复合芯材的芯材挡土墙施工方法和含有芯材挡土墙结构的土体水泥。解决方案：应力传递突起通过螺柱3等安装在钢材1的腹板表面1b处，混凝土4放置在由腹板表面1b形成的凹部和凸缘1a和钢材1和混凝土4通过应力传输突起3一体化。版权所有（C）2008，JPO＆INPIT

2. 发明专利

JP2002276032A JOINING PART STRUCTURE OF CONCRETE COLUMN AND STEEL FRAME BEAM 失效
公开(公告)号：JP2002276032A
公开(公告)日：2002-09-25
申请号：JP2001074230
申请日：2001-03-15
申请人： TAKENAKA KOMUTEN CO
发明人： HIRAIDE TORU , KANEKO HIROFUMI , SUZUKI NAOMIKI
IPC分类号： E04B1/30 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a joining part structure of various concrete columns and steel frame beams. SOLUTION: A reinforcing material 3 shorter than the inner depth between upper and lower flanges 2b of the beams 2 is installed on a web 2a of a joining part of the steel frame beams 2 so as to also serve as a doubler plate and a face bearing plate. The reinforcing material 3 is directly attached to the web 2a of the steel frame beams 2, and is manufactured in an L shape out of a long side part welded to the web 2a by fillet welding, and a short side part 3b for blocking up clearance between the upper and lower flanges in the steel frame beams.

3. 发明专利

JPH07224462A JOINT PART IN FERRO-CONCRETE COLUMN-STEEL BEAM CONSTRUCTING METHOD 失效
公开(公告)号：JPH07224462A
公开(公告)日：1995-08-22
申请号：JP1758294
申请日：1994-02-14
申请人： TAKENAKA KOMUTEN CO
发明人： HIRAIDE TORU , OSHIMA YASUFUMI , OKUNO TORU , KATOU MARI , ISHIBASHI UNE , KOMINAMI KATSUYOSHI , MURATA KOJI , IFUKU HIDETO , KITAMURA JUICHI , KIMURA MAMORU , HIGASHIHATA YASUO , HAGIWARA TADAHARU , KANEKO YUICHI
IPC分类号： E04B1/16 , E04B1/30 , E04B1/58
摘要： PURPOSE:To economically accomplish a column/beam overhead framing having the same strength as a steel skeleton structure or a steel skeleton with ferroconcrete because of excellent economy, easiness in execution of works, and mechanical properties in a joint part due to the RC column/S beam constructing method which uses ferroconcrete columns and steel beams. CONSTITUTION:In a beam joining position of a ferroconcrete column 1, a joint plate 3 penetrating vertically the column in the beam direction is installed in an arrangement plumb in line with the web of a steel beam 2. The joint plate 3 is formed from a projection 3a to the outside surface of the column and the penetrating part 3b inside of the column which are positioned in line, wherein the height (h) of the projection 3a is the same as that of the web of the steel beam 2 while the height H of the penetrating part 3b is made greater than (h) by an amount necessary for transmission of stress. Flange plates 4 are joined with the upper and lower edges of the projection 3a in such a way as alongside therewith, and an end plate 5 is joined with the column outside surface alongside with it so that a steel skeleton joint part 6 is provided, and steel beam 2 is joined with this joint part 6 at the site.

4. 发明专利

JPS6490349A SQUARE STEEL PIPE/CONCRETE PILLAR 失效
公开(公告)号：JPS6490349A
公开(公告)日：1989-04-06
申请号：JP24683187
申请日：1987-09-30
申请人： TAKENAKA KOMUTEN CO
发明人： HIRAIDE TORU , NAGASHIMA TOSHIO
IPC分类号： E04B1/30 , E04C3/30
摘要： PURPOSE: To prevent local buckling of a square steel pipe and enhance axial bearing forces and toughness by providing polygonal or circular vertical ribs inside the square steel pipe. CONSTITUTION: Vertical ribs 2... each formed by a flat steel plate and having an appropriate width are provided on four corners inside a square steel pipe 1 while being perpendicular to an angle bisector, whereby the inside of the steel pipe 1 is formed into an octagonal shape. Concrete 3 is packed in the steel pipe 1. Therefore, local buckling of the steel pipe can be prevented, and since the inside of the steel pipe is formed into a polygonal shape by means of the vertical ribs, the wrapping effect of the concrete is produced to permit an increase in axial bearing forces and to enable earthquake resisting performance to be enhanced.

5. 发明专利

JP2006309306A Method for analyzing shearing force and deformation of post and method for analyzing all plastic bending moment of post 审中-公开
标题翻译：用于分析剪切力和变形的方法和分析所有塑性弯曲模型的方法
公开(公告)号：JP2006309306A
公开(公告)日：2006-11-09
申请号：JP2005127598
申请日：2005-04-26
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： HIRAIDE TORU
IPC分类号： G06F17/50
摘要： PROBLEM TO BE SOLVED: To provide a method for analyzing the shearing force and deformation of a post and a method for analyzing all plastic bending moment of the post.
SOLUTION: The round section of the cross-section of each material of a post is divided into partial disc elements, and the other section is divided into polygon elements, and the shearing force and deformation at the shearing force acting position of the post and all plastic bending moment of the dangerous cross-sectional position of the post are calculated based on the coordinate data of each element or the like.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于分析柱的剪切力和变形的方法以及用于分析柱的所有塑性弯矩的方法。解决方案：柱的每种材料的横截面的圆形部分分为局部圆盘元件，另一部分分为多边形元素，剪切力作用位置处的剪切力和变形基于每个元件等的坐标数据计算柱的危险横截面位置的柱和所有塑性弯矩。版权所有（C）2007，JPO＆INPIT

6. 发明专利

JP2005016279A Rigidity/bearing force evaluation method of cfh beam 审中-公开
标题翻译： CFH梁的刚性/轴承力评估方法
公开(公告)号：JP2005016279A
公开(公告)日：2005-01-20
申请号：JP2003205527
申请日：2003-06-28
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： HIRAIDE TORU , KANEKO HIROFUMI
IPC分类号： E04B1/30
摘要： PROBLEM TO BE SOLVED: To provide a rigidity/bearing force evaluation method of a simple CFH beam based on experimental results necessary for the evaluation of the rigidity/bearing force of the CFH beam on the practical design. SOLUTION: In the rigidity/bearing force evaluation method of CFH beam, the relation of the average shearing stress τ c of filled concrete and the shearing strain γ s of an H-steel web is condensed into a trilinear model, By using main experimental values obtained from the bending shearing experiments of many test bodies, the evaluation values of the first, second, and third inclination and the evaluation value of the criminal strain are determined. The average shearing stress τ c of filled concrete corresponding to the shearing strain γ s of the H-steel web is divided by the compression strength σ B of the filled concrete material to determine the evaluation value of the first folding point and the second folding point, By using the shearing parameter and the evaluation value, the rigidity/bearing force of the CFH beam is evaluated. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：根据实际设计中CFH梁的刚性/承载力的评估所需的实验结果，提供简单CFH梁的刚性/承载力评估方法。解决方案：在CFH梁的刚度/承载力评估方法中，填充混凝土的平均剪切应力τ c 与剪切应变γ s 的关系 H钢网被冷凝为三线模型。通过使用从许多试验体的弯曲剪切实验获得的主要实验值，确定第一，第二和第三倾斜度的评估值和犯罪应变的评估值。对应于H钢筋的剪切应变γ s 的填充混凝土的平均剪切应力τSB 除以压缩强度σ B

7. 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.

8. 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.

9. 发明专利

JPH0782903A MULTISTORIED MULTIPLE DWELLING HOUSE 失效
公开(公告)号：JPH0782903A
公开(公告)日：1995-03-28
申请号：JP22739993
申请日：1993-09-13
申请人： TAKENAKA KOMUTEN CO
发明人： TAKAI HIROYUKI , YANO TEIICHI , MIZUTANI ATSUSHI , HIRAIDE TORU , MORIYAMA TOSHIHIKO , WATANABE HIROSHI , UMEKUNI AKIRA , MURAKAMI EIGO , YOSHIDA HIROSHI , TASHIRO YOKO
IPC分类号： E04H1/04
摘要： PURPOSE:To heighten ceiling height only in a required living room without height of the whole building, and to utilize a living space effectively. CONSTITUTION:In a multistoried multiple dwelling house 10, each story having floor height L1 is partitioned into upper and lower floors by slabs 12, 14, and dwelling units 16, 18, 20, 22 are formed. The dwelling unit 20 and the dwelling unit 22 are partitioned by a partition wall 24. The dwelling unit 16 is arranged to the lower floors of the dwelling unit 20 and the dwelling unit 22, and the dwelling unit 18 is disposed to the lower floor of the dwelling unit 22. Projecting slabs 26 projected to upper sections are formed to the slabs 12, and the projecting slabs 26 are borne by partition walls 28, 30. The undersides of the projecting slabs 26 are used as the ceilings of living rooms 36 mounted on the dwelling units 16, and the top faces of the projecting slabs 26 are employed as the floors of storage rooms 38, 40 installed to the dwelling units 20, 22. The ceiling height of the living rooms 36 set up to the dwelling units 16 is made higher than projected partitioned floor height L1. The storage rooms 38, 40 are mounted on the dwelling units 20, 22 being subject to an effect by forming the living rooms 36 in high ceiling height.

10. 发明专利

JP2008031819A Method for evaluating strength of steel pipe concrete column/beam joint 有权
标题翻译：钢管混凝土柱/梁接头强度评估方法
公开(公告)号：JP2008031819A
公开(公告)日：2008-02-14
申请号：JP2006272042
申请日：2006-10-03
申请人： Kubota Corp , Takenaka Komuten Co Ltd , 株式会社クボタ , 株式会社竹中工務店
发明人： HIRAIDE TORU , MORIZAKI MITSURU
IPC分类号： E04B1/30 , G01N3/00
摘要： PROBLEM TO BE SOLVED: To determine a safety ratio associated with strength, by determining the evaluated strength, even if a yield does not occur in a joint.
SOLUTION: Among joints between a steel pipe concrete column 4 and a steel-frame beam 3, a joint between a tension-side flange 3F of the steel-frame beam 3 and the steel pipe concrete column 4 is split into an end area e and a central area m. The resultant force of the end yield strength of the end area e and the central yield strength of the central area m is set as the evaluated strength. In this case, when only the flange 3F yields, the joint does not yield and the evaluated strength does not exist, the thickness dimension of the steel pipe decreases in numeric value, so that at least two points, where the yield strength can be determined, can be assumed; and the evaluated strength for the corresponding thickness dimension of the steel pipe is computed from the tendency of a change in the thickness dimension of the steel pipe and the evaluated strength at the two points.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了确定与强度相关的安全比，通过确定评估的强度，即使在接头中没有产生屈服。解决方案：在钢管混凝土柱4和钢架梁3之间的接头中，钢框梁3的张力侧凸缘3F与钢管混凝土柱4之间的接头被分成一端区域e和中心区域m。将端部区域e的端部屈服强度和中心区域m的中心屈服强度的合力设定为评价强度。在这种情况下，当只有法兰3F产生时，接头不产生并且评估强度不存在，钢管的厚度尺寸减小数值，所以至少可以确定屈服强度的两个点，可以假定; 并根据钢管的厚度尺寸变化的趋势和两点的评价强度来计算钢管的相应厚度尺寸的评价强度。版权所有（C）2008，JPO＆INPIT

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