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1. 发明专利

JPH02200933A CONSTRUCTION OF JUNCTION BETWEEN DEFORMED STEEL PIPE COLUMN AND H-TYPE SHAPE STEEL BEAM 失效
公开(公告)号：JPH02200933A
公开(公告)日：1990-08-09
申请号：JP2046889
申请日：1989-01-28
申请人： SHIMIZU CONSTRUCTION CO LTD , SUMITOMO METAL IND
发明人： UNO TOSHIRO , YABE KIDO , MASE SHINJI , TSUKAGOSHI HIDEO , HIRAMA TOSHIHIKO , TERADA TAKEHIKO , KATO MASAHIRO , OTAKE AKIO , SHIMIZU HIDEO
IPC分类号： E04B1/24 , E04B1/58
摘要： PURPOSE:To improve safety by cutting out the web of the H-type shape steel beam between a large diameter and small diameter steel pipe column and inserting truncated conical joint members whose bottom surfaces are equal to the sections of steel pipe columns respectively to weld all joints of respective steel pipes, joint members and steel beams. CONSTITUTION:In a large diameter steel pipe column 1 on the second floor, a lower edge is butt-welded to the top surface of an upper flange 4a of a H-type steel beam 4, and a small diameter steel pipe column 2 on the first floor is cut out toward a web 4c from the lower flange 4b of the beam 4 and an upper edge is penetrated to weld a seamed portion. In a conical headed joint member 3, one bottom is formed so that it may be equal to the section of a column and the other bottom is formed so that it may be equal to the section of a column 2 respectively, and the web 4c is cut out to insert the member 3. Then a large diameter bottom is butt-jointed to the lower surface of the flange 4a on the column 1 side and a small diameter bottom is butt-jointed to the upper edge of the column 2 respectively to weld respective seamed portions and transmit the axial force of the column 1 to the column 2 through the member 2. It is thus possible to improve safety.

2. 发明专利

JPH0328469A ENERGY DISPERSION TYPE EARTHQUAKE RESISTING STRUCTURE 失效
公开(公告)号：JPH0328469A
公开(公告)日：1991-02-06
申请号：JP16187389
申请日：1989-06-23
申请人： SUMITOMO METAL IND , SHIMIZU CONSTRUCTION CO LTD
发明人： SHIMIZU HIDEO , KATO MASAHIRO , OTAKE AKIO , MASE SHINJI , YABE KIDO , TERADA TAKEHIKO , HIRAMA TOSHIHIKO , KANEMITSU TOMOMI , UNO TOSHIRO
IPC分类号： E04B1/24 , E04H9/02
摘要： PURPOSE:To effectively absorb earthquake energy through dispersion of the earthquake energy by a method wherein an energy absorption layer formed of a soft member resiliently deformed by a largest scale of an earthquake external force and a rigid member plastically deformed by the external force is formed at each story of a multistory building. CONSTITUTION:An energy absorption layers F... for absorbing an external force generated due to earthquake are formed at all the stories of a multistory building structure K. The energy absorption layers F... are formed such that soft members 11 resiliently deformed by an external force by a largest scale of earthquake energy exerted on the multistory building structure K and rigid members 62... plastically deformed by the external force are interjoined. The yield shearing force factor of the each of the energy absorption layers F... is set to a value matched with optimum distribution of the yield shearing force factor of the multistory building structure K.

3. 发明专利

JPH0328470A A PLURALITY OF STORIES ENERGY CONCENTRATION TYPE EARTHQUAKE RESISTING STRUCTURE 失效
公开(公告)号：JPH0328470A
公开(公告)日：1991-02-06
申请号：JP16187489
申请日：1989-06-23
申请人： SUMITOMO METAL IND , SHIMIZU CONSTRUCTION CO LTD
发明人： SHIMIZU HIDEO , KATO MASAHIRO , OTAKE AKIO , MASE SHINJI , YABE KIDO , TERADA TAKEHIKO , HIRAMA TOSHIHIKO , KANEMITSU TOMOMI , UNO TOSHIRO
IPC分类号： E04B1/24 , E04H9/02
摘要： PURPOSE:To reduce limitation on a design and to effectively absorb earthquake energy through concentration of the earthquake energy by a method wherein energy absorption layers having strength lower than that of other stories are formed to a plurality of the stories of a multistory building structure. CONSTITUTION:Energy absorption layers having strength lower than that of other stories are formed to a plurality of the stories of a multistory building structure K. The energy absorption layers are formed through a plurality of kinds of combination of soft members 11a..., 11b... resiliently deformed by on external force generated by a largest scale of earthquake energy with rigid members 62..., 63... plastically deformed by the external force. The layers of other story than the stories having the energy absorption layer are formed of a structural material resiliently deformed by an external force generated by a largest scale of earthquake energy. This constitution provides a margin on calculation of the strength of the energy absorption layer and increases the degree of freedom of a design.

4. 发明专利

JPH01102138A STRUCTURAL MEMBER OF EARTHQUAKE RESISTANCE BUILDING STRUCTURE 失效
公开(公告)号：JPH01102138A
公开(公告)日：1989-04-19
申请号：JP25805387
申请日：1987-10-13
申请人： SHIMIZU CONSTRUCTION CO LTD , SUMITOMO METAL IND
发明人： MASE SHINJI , UNO TOSHIRO , YABE KIDO , IKURA KIYOSHI , HIRAMA TOSHIHIKO , TERADA TAKEHIKO , SHIMIZU HIDEO , KATO MASAHIRO , OTAKE AKIO
IPC分类号： E04B1/24 , E04B1/34 , E04B1/58 , E04H9/02
摘要： PURPOSE: To enhance the plastically deforming function and the elastically deforming function of a structural member for an antiseismic building structure in its entirety by setting the section modulus of the structural member along the axis of the latter in accordance with a distribution of bending moments upon exertion of an external force. CONSTITUTION: A building structure A is designed in such a way that an external energy such as that caused by an earthquake is concentrated to a specific layer F in the building structure A, and accordingly, the degree of stress caused by a usual earthquake falls in an allowable stress range while the building structure is allowed to deform up to a degree with which the building structure does not collapses. In this arrangement, the section modulus of a structural member composed of a plasticizing member and an elastic member, along the axis thereof is set in accordance with a distribution of bending moments when an external force is exerted thereto. With this arrangement, a maximum value of bending moment of the structure member is set to be substantially uniform along the axis thereof, thereby it is possible to effectively exhibit the plastically deforming function and the elastically deforming function of the member in its entirety.

5. 发明专利

JPS6424971A BUILDING STRUCTURE 失效
公开(公告)号：JPS6424971A
公开(公告)日：1989-01-26
申请号：JP18142687
申请日：1987-07-21
申请人： SHIMIZU CONSTRUCTION CO LTD , SUMITOMO METAL IND
发明人： YABE KIDO , UNO TOSHIRO , IKURA KIYOSHI , MASE SHINJI , HIRAMA TOSHIHIKO , TERADA TAKEHIKO
IPC分类号： E04B1/24 , E04B1/36 , E04H9/02
摘要： PURPOSE: To improve the aseismicity of the whole building by lowering the earthquake-resistant strength of the specific floor of a multilayer structure and protecting other floors by the yielding of a plasticizing section in case of a great earthquake while maintaining an elastic state by the second elastic member. CONSTITUTION: The diameters of columns 1a on the specific floor F of a multilayer structure A are made smaller than columns 1 on other floors, plasticizing members 4... are arranged, and external force is transmitted through braces 3, 3. Low resistance is imparted to a normal earthquake while other floors are protected by yielding the plasticizing members 4... and absorbing external-force energy in case of an unexpected great earthquake. Elasticity is maintained by separately installed second elastic members 9, and collapse is prevented.

6. 发明专利

JPS6424970A EARTHQUAKEPROOF BUILDING STRUCTURE 失效
公开(公告)号：JPS6424970A
公开(公告)日：1989-01-26
申请号：JP18142487
申请日：1987-07-21
申请人： SHIMIZU CONSTRUCTION CO LTD , SUMITOMO METAL IND
发明人： TERADA TAKEHIKO , UNO TOSHIRO , YABE KIDO , HIRAMA TOSHIHIKO , MASE SHINJI , IKURA KIYOSHI
IPC分类号： E04B1/36 , E04B1/34 , E04H9/02
摘要： PURPOSE: To facilitate the exchange of a deformation member due to an earthquake or the like and the quantitative evaluation of member rigidity in case of deformation by detachably fixing a connecting structure installed at the lower end section of a deformation absorbing section to an anchor bolt for a foundation section mounted into a ground. CONSTITUTION: Plasticizing members (deformation absorbing sections) 5, 5 are arranged at the specified places of the first layer F of the building structure A under the state, in which connecting members 6 and connecting structures 7 are fitted previously at upper and lower end sections and unitized. Upper end sections are attached to braces 14, 14, in which one ends are installed to beams 2, while being screwed to anchor bolts 9 projected from a footing beam 4 through the structures 7, and clamped in specified tension and fixed detachably onto the footing beams 4. The structures 7 and the bolts 9 are formed so as to be made sufficiently more rigid than the members 5, and the rigidity of the members 5 can be evaluated quantitatively by determining the flexural rigidity of the structures 7, the axial rigidity of the bolts 9 and elastic force.

7. 发明专利

JP2002037426A AUTOMATED WAREHOUSE 失效
公开(公告)号：JP2002037426A
公开(公告)日：2002-02-06
申请号：JP2000216608
申请日：2000-07-17
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： TERADA TAKEHIKO , YABE KIDO , TAMURA KAZUO
IPC分类号： B65G1/14 , F16F7/12 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To prevent stored substances from falling down and load collapse in earthquakes by reducing the earthquake response of an automated warehouse. SOLUTION: In the automated warehouse having such a constitution as having a multiple-row, -line, and -tier storage rack 2 and automatically carrying in/out the stored substances on/from the prescribed storage rack 2, a damper 4 is installed on the top of a frame structural body 1 comprising the rack 2. The damper 4 is assembled in a girder 5 laterally laid across the top of the frame structural body 1. A shear panel damper formed by assembling a panel comprising a very low yield point steel in a position of a web is adopted as the damper 4.

8. 发明专利

JPH11324399A SHEARING YIELD TYPE STEEL DAMPER 失效
公开(公告)号：JPH11324399A
公开(公告)日：1999-11-26
申请号：JP13708598
申请日：1998-05-19
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： HORIE TATSUMI , MASE SHINJI , TERADA TAKEHIKO , YABE KIDO
IPC分类号： E04B1/98 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To improve the executability by preventing a corner part of a connection part from a shearing yield part to a mounting part from becoming a right-angled shape when the shearing yield part is joined on a support member in the mounting part. SOLUTION: A corner part 10 of a connection part 9 in which a steel damper 6 moves from a shearing yield part 7 to a mounting part 8 is not right-angled, but is like round shape to prevent weakening due to the concentration of stress at the time of machining and prevent cutting of the corner part 10 only due to the concentration of stress in the corner part 10 when earthquake occurs. Next, the damper 6 is joined on a support member by a high strength bolt through a bolt hole 12 while pressing the mounting part 8 by a pressing plate or the mounting part 8 and the connection part 9 are welded on the support member by fillet welding. Then, when a ratio of width to height of the yield part 7 is large, a rib led to the mounting part 8 is attached to both sides of the yield part 7 by fillet welding to prevent bending deformation which is independent of deformation between layers. Consequently, the deformation between layers due to horizontal force of earthquake can be securely transmitted to the shearing yield part and this steel damper can be manufactured inexpensively because its structure is simple and can be easily mounted because its weight is light.

9. 发明专利

JPH10266623A VIBRATION CONTROL WALL APPROPRIATE FOR BUILDING WITH PC STRUCTURE AND SRC STRUCTURE 失效
公开(公告)号：JPH10266623A
公开(公告)日：1998-10-06
申请号：JP7377897
申请日：1997-03-26
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： TERADA TAKEHIKO , ISODA KAZUHIKO , KITAMURA YOSHIHISA , HORIE TATSUMI
IPC分类号： E04B2/56 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a vibration control wall with damper, which can be applied to a building with RC structure and SRC structure. SOLUTION: A thin wall 4 is provided in a space between upper and lower beams of a building with RC structure or SRC structure. The wall 4 is divided to two, and a steel material for absorbing the energy is arranged in fitting parts of the wall 4 and beams 2, 3. As a steel material, steel bars 10, 11 and band-like steel plates 12, 13, 14, 15 are used. Vibration response of a building is controlled by the hysteresis absorbing energy of the steel material, and the steel material is firstly fallen so as to previously prevent the breakdown of the building.

10. 发明专利

JPH10169089A STEEL BEAM 失效
公开(公告)号：JPH10169089A
公开(公告)日：1998-06-23
申请号：JP33426596
申请日：1996-12-13
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： HORIE TATSUMI , SATO TAKANORI , TERADA TAKEHIKO , KANEMITSU TOMOMI , HANZAWA TETSUYA
IPC分类号： E04C3/02 , E04B1/24 , E04B1/58 , E04C5/00 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To improve an aseismatic function by laying a deformation constraint member between upper and lower flanges at the end of a steel beam, so as to constrain the deformation of the steel beam, and forming the upper and lower sides of the member out of curved surface gradually parting from the flanges in a direction toward the center of the steel beam. SOLUTION: A deformation constraint member 5 for constraining the deformation of a beam 3 is provided at the joint of a post 2 and a beam 3 forming a skeleton 1, so as to be positioned in space enclosed with the upper and lower flanges 3a. and the web 3b of the beam 3. Also, one plane of the deformation constraint member 5 made of concrete is used as a fixing plane 5a for contact with the side of the post 2, and two planes at both sides of the member 5 are used as constraint planes 5b faced to the flanges 3a of the beam 3. Then, the constraint member 5 is formed to have curved surface A gradually parting from the flanges 3a toward the center of the beam 3, and laid on the beam 3 at both sides via the post 2. Thereafter, the constraint member 5 is jointed to the post 2 with a steel rod 7 and a nut 8. As a result, energy resulting from an earthquake, strong wind or the like can be efficiently absorbed, thereby substantially improving an aseismatic function.

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