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11. 发明专利

JP2000015435A CRATER TREATMENT METHOD FOR WELDED END PART 失效
公开(公告)号：JP2000015435A
公开(公告)日：2000-01-18
申请号：JP18663398
申请日：1998-07-01
申请人： OHBAYASHI CORP
发明人： SUGIMOTO KOICHI , KANZAKA YUKIHIRO
IPC分类号： B23K9/00
摘要： PROBLEM TO BE SOLVED: To prevent a crater from remaining to a welded part as well as to prevent a base metal except the welded part from damage when welding both base metals at a state where one base metal protrudes from the end of the other base metal. SOLUTION: A bead 14 is built up to K type groove 22 formed to a reinforcing material 12, the reinforcing material is welded to upper/lower flanges 14, 16. An additional length part 28 is extended to an end edge 12d which is a welding end part of the reinforcing material, a groove 30 inclined in the direction separating from a side edge of the upper/lower flanges 14, 16 is formed to the additional length part 28 as continuing to K type groove 22. After welding at the groove 30, a crater 26 is positioned to the additional length part 28. Welding is done to a triangular space S formed between the upper/lower flanges 14, 16 and the groove 30 thereto applying a ceramic tab made of a high melting point material. The ceramic tab is removed in the end, the additional length part 28 is cut off.

12. 发明专利

JPH11210158A STEEL FRAME BEAM STRUCTURE 失效
公开(公告)号：JPH11210158A
公开(公告)日：1999-08-03
申请号：JP1440698
申请日：1998-01-27
申请人： OHBAYASHI CORP
发明人： SUGIMOTO KOICHI , GOKAN SHOKICHI
IPC分类号： E04B1/24 , E04C3/06
摘要： PROBLEM TO BE SOLVED: To provide a steel frame beam structure where a bearing force at a beam end can be increased efficiently. SOLUTION: The upper end lower flanges 11, 12 of a steel frame beam 10 are formed of respective general parts 11a, 12a where flange width W is constant, respective reduced-width parts 11b, 12b where the flange width W decreases smoothly with a recessed curve at a position biased from a beam end 10a toward the center by a predetermined distance L, and respective increased-width parts 11c, 12c where the flange width W at the side closer to the beam end 10a than to the reduced-width part 11a, 12a is greater than at the general parts 11a, 12a. The increased-width parts 11c, 12c are formed when expansion plates 16 provided separately from the flanges 11, 12 are integrally welded to both sides of the flanges 11, 12 having the same width as the general parts 11a, 12a.

13. 发明专利

JPH1181460A COLUMN-BEAM CONNECTION PART JOINT STRUCTURE 失效
公开(公告)号：JPH1181460A
公开(公告)日：1999-03-26
申请号：JP24881997
申请日：1997-09-12
申请人： OHBAYASHI CORP
发明人： SUGIMOTO KOICHI
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To prevent the buckling of a steel frame column and the fracture of a flange by connecting a vertical haunch rib striding over the outside face of the steel frame column and the flanges of steel frame beams connected to each other and by providing a stiffener, at least, inside the steel frame column corresponding to the connecting part of the flanges of the steel frame beams and the vertical haunch rib. SOLUTION: A vertical haunch rib 18 is connected striding over the outside face 10a of a steel frame column 10 and flanges 12 of steel frame beams 16. The vertical haunch rib 18 thus functions as a brace between the outside face 10a of the steel frame column 10 and the outside faces 12a of the steel frame beams 16, and load inputted in the haunch rib 18 is received by the stiffener 20 so as to be transmitted to the steel frame beam 16. This constitution can prevent the stress from being concentrated into the joint face between the flange of the steel frame beams and the steel frame column so as to prevent the buckling of the surface of the steel frame column and prevent the fracture of their connecting part.

14. 发明专利

JPH08284429A METHOD FOR REPAIRING END OF BEAM FLANGE 失效
公开(公告)号：JPH08284429A
公开(公告)日：1996-10-29
申请号：JP9224795
申请日：1995-04-18
申请人： OHBAYASHI CORP
发明人： TAKAHASHI YASUHIKO , SUGIMOTO KOICHI
IPC分类号： E04G23/02
摘要： PURPOSE: To reduce the number of parts items, and to reduce the number of welding position so as to eliminate the crossing of welding lines, and to remarkably simplify the structure of a repaired part, securing the repairing strength. CONSTITUTION: The end of an upper beam flange 10a of a steel frame beam 10, in which a crack is generated, is cut. On the other hand, a repairing plate 16 to be engaged with the cut part of the beam flange 10a is formed. The repairing plate 16 is formed into the nearly trapezoid, and the height (a) thereof is formed at a dimension corresponding to the length L of the cut part, and the length (b) of the top edge 16a is formed at a dimension corresponding to the width (w) of the beam flange 10a, and the length (c) of the bottom edge 16b is formed longer than the width (w) of the beam flange 10a. The top edge 16a is welded to the cut end 10d of the beam flange 10a, and the bottom edge 16b is welded to a pillar 12.

15. 发明专利

JP2000193001A CONCRETE CONED DISK SPRING AND BASE ISOLATION SUPPORT STRUCTURE USING SAME 失效
公开(公告)号：JP2000193001A
公开(公告)日：2000-07-14
申请号：JP37099898
申请日：1998-12-25
申请人： OHBAYASHI CORP
发明人： NAKAMURA TAKESHI , SUGIMOTO KOICHI
IPC分类号： E04B1/36 , E04H9/02 , F16F1/32 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide a concrete coned disc spring suitable for use in a vertical base isolation of a structure, which can support a heavy load without using a large number of them superposed in parallel or in line and be manufactured at a low cost, and also provide a base isolation mount structure using the coned disc spring. SOLUTION: A concrete coned disc spring having a concrete body of a coned disc spring 1 which forms a cylinder 2 of frustum shape is integrated circumferentially with a clamping member 3a with compressive stress given previously to balance with tensile stress at a part where the tensile stress affects circumferentially with a radial deformation of the coned disc spring by compressive load when bearing load. A vertical base isolation support structure is constructed of a superstructure, a substructure and the concrete coned disc spring 1 interposed therebetween so as to serve as a base isolation support.

16. 发明专利

JPH09305644A METHOD FOR SUPPORTING CONSTRUCTION COST CALCULATION IN ARCHITECTURE AND CIVIL ENGINEERING DESIGN 失效
公开(公告)号：JPH09305644A
公开(公告)日：1997-11-28
申请号：JP11936996
申请日：1996-05-14
申请人： OHBAYASHI CORP
发明人： FUJITANI YOSHIO , SHINOKI TAKEHIKO , HASHIDA KAZUNORI , OTSUKA HIDEO , SUGIMOTO KOICHI
IPC分类号： E04G21/00 , G06F17/50 , G06Q30/06 , G06Q50/00 , G06Q50/08 , G06F17/60
摘要： PROBLEM TO BE SOLVED: To previously calculate a construction cost to be reference by permitting a designer to input basic data which can be recognized in a stage before designing at the time of designing a design object in an architecture and civil engineering field. SOLUTION: Previously known material data and execution data which are required for calculating the construction cost with the execution of a pillar, a beam and a floor as an object and, moreover, unit price data related to a material price and execution expenditure are previously storedin a storage means as a retrieving file. In the meantime, the designer optionally inputs basic data of the design object which can be known in the stage before regular design work for the design object starts. A processing is executed while the retrieving file is referred to by an arithmetic means based on these kinds of input data (S10-S40) so that the construction cost to be reference for designing the design object is displayed in a display means.

17. 发明专利

JPH08174241A PRODUCTION OF HOLLOW CYLINDRICAL BODY HAVING REINFORCING MEMBER 失效
公开(公告)号：JPH08174241A
公开(公告)日：1996-07-09
申请号：JP32572994
申请日：1994-12-27
申请人： OHBAYASHI CORP
发明人： SUGIMOTO KOICHI
IPC分类号： E04C3/32 , B23K9/00 , B23K25/00 , B23K37/00 , B23K37/06
摘要： PURPOSE: To easily and surely join reinforcing members consisting of plural pieces without forming clearance between reinforcing members. CONSTITUTION: The production method of a hollow cylindrical body 10 with a diaphragm is as follows. Plural reinforcing pieces 11a, 11b, which are butted with a clearance 13 spaced each other by joining the long pieces 10a, 10b each other, are joined at the side faces of long pieces 10a, 10b, backing plates 12a, 12b, which are extended toward other adjoining/butting reinforcing pieces 11a or 11b to enclose the clearance, are joined to each reinforcing piece 11a, 11b, as a result, an enclosed welding space 15 is formed. Next, by joining each adjoining edge part of long pieces 10a, 10b, a hollow cylindrical body 10 is formed, in the formed hollow cylindrical body, a through hole communicating to an enclosed welding space 15 is formed, Subsequently, in order to join the reinforcing pieces 11a, 11b each other, electroslag welding is executed to the enclosed welding space through the through hole 14.

18. 发明专利

JPH04166530A CONSTRUCTION METHOD FOR MULTISTORY BUILDING 失效
公开(公告)号：JPH04166530A
公开(公告)日：1992-06-12
申请号：JP29091190
申请日：1990-10-30
申请人： OHBAYASHI CORP
发明人： HORII HIDEJI , EBIHARA TAKESHI , OHATA KATSUYUKI , SUGIMOTO KOICHI , MORI TETSUO
IPC分类号： E04B1/35
摘要： PURPOSE:To enable high-efficient construction of a multistory building where structure is differed for every floor by a method wherein a building assembly shop raised by means of jacks is built, and a lower story part is assembled in this shop and raised. CONSTITUTION:A building assembling shop 2 formed such that the shop itself is raised by means of downwardly extending jacks is built, and the lower story part of a building core part 1a is assembled in a space below the shop 2. The lower story part is raised based on the jacks serving as a fulcrum to form a space. Through a work to repeat the above, the core part 1a is preceded in a manner to orderly extend from a lower story toward an upper story, and an outer shell structure part 1b attendant on the core part 1a is built through an ordinary construction method. This method enables execution of high-efficient construction on the whole.

19. 发明专利

JP2006215045A Plastic deformation detector 有权
标题翻译：塑料变形探测器
公开(公告)号：JP2006215045A
公开(公告)日：2006-08-17
申请号：JP2006103038
申请日：2006-04-04
申请人： Ohbayashi Corp , 株式会社大林組
发明人： NAKAMURA MITSURU , SUGIMOTO KOICHI
IPC分类号： G01N25/20 , G01B21/32
摘要： PROBLEM TO BE SOLVED: To provide a plastic deformation detector capable of notifying an inspector of the occurrence of plastic deformation in a steel member without removing a refractory coating or the like of the steel member.
SOLUTION: The plastic deformation detector 11 detects the occurrence of plastic deformation in the steel member 9 with the refractory coating 10 from heating involved by the deformation. This detector comprises a thermal fuse arranged closely to or adjacently to the steel member so as to be capable of transmitting the heating and having an output terminal out of the refractory coating. The thermal fuse has a melting member having a melting point of 60-80°C and a pair of electric contacts irreversibly opened or closed by melting of the melting member, and transmits change in conducting state of the electric contacts to the output terminal.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种塑料变形检测器，其能够在不去除钢构件的耐火涂层等的情况下通知检查者钢构件中塑性变形的发生。解决方案：塑性变形检测器11检测钢构件9中的耐火涂层10发生与变形相关的加热时的塑性变形。该检测器包括与钢构件紧密地或相邻地布置的热熔丝，以便能够传递加热并且具有从耐火涂层出来的输出端子。热熔丝具有熔点为60-80℃的熔融部件和熔融部件熔化而不可逆地打开或关闭的一对电触点，并且将电触点的导通状态变化到输出端子。版权所有（C）2006，JPO＆NCIPI

20. 发明专利

JP2004278257A Joining structure of precast concrete column beam and frame structure including the same structure 有权
公开(公告)号：JP2004278257A
公开(公告)日：2004-10-07
申请号：JP2003075125
申请日：2003-03-19
申请人： Ohbayashi Corp , 株式会社大林組
发明人： SUGIMOTO KOICHI , MASUDA YASUHIKO , FUJIO NAOTO
IPC分类号： E04B1/21 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a joining structure of a PC column beam requiring no placement of concrete at a job site.
SOLUTION: A PC column 4 and a PC beam 1 are joined by a connection panel member 3 being a PC member. The connection panel member 3 has a plurality of column main reinforcement holes 3a and beam main reinforcement holes 3b respectively penetrating in the vertical direction and the horizontal direction. An end part of a beam main reinforcement 1a is inserted into the beam main reinforcement holes 3b from both sides of the PC beam 1, and is connected by a joint. A relay reinforcement 4a is inserted into the column main reinforcement holes 3a from above, and a lower end part is connected to a column main reinforcement 4b of the PC column 4 of the lower floor, and an upper end part is connected to a column main reinforcement 4a of the upper floor. The column main reinforcement may be projected downward from the PC column 4 instead of using the relay reinforcement 4a. The PC member integrated with the PC beam 1 and the connection panel member 3 may also be used.
COPYRIGHT: (C)2005,JPO&NCIPI

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