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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

JP2006077440A Upper structure of frame body for opening of steel house 审中-公开
标题翻译：框架开启钢框架的上部结构
公开(公告)号：JP2006077440A
公开(公告)日：2006-03-23
申请号：JP2004261556
申请日：2004-09-08
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： SHIMIZU HIDEO , ICHINOHE YASUO
IPC分类号： E04B2/56
摘要： PROBLEM TO BE SOLVED: To provide an upper structure of a frame body for an opening of a steel house, which can dispense with a lintel, which enables the free setting of the opening height of the opening, and which enables an exterior finishing material etc. to be provided without a step.
SOLUTION: This upper structure comprises: right and left jamb materials 11; head materials 12 which are laid at the upper ends of the jamb materials 11; a horizontal frame material 13 which is provided at an interval on the downside of the head material 12 and between the right and left jam materials 11; a strut material 14 which is provided between the head material 12 and the the horizontal frame material 13; and a face material 15 which is provided on at least either of front and rear surfaces over the right and left jamb materials 11, the head material 12, the horizontal frame material 13 and the strut material 14.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于钢屋的开口的框架体的上部结构，其可以省略楣板，其能够自由地设定开口的开口高度，并且能够使外部整理材料等，无需步骤。解决方案：该上部结构包括：右侧和左侧边框材料11; 顶部材料12，其被放置在侧柱材料11的上端; 水平框架材料13，其间隔地设置在头部材料12的下侧以及左右的卡纸材料11之间; 支柱材料14设置在头部材料12和水平框架材料13之间; 以及设置在右侧和左侧端子材料11，头部材料12，水平框架材料13和支柱材料14上的前表面和后表面中的至少任一个上的表面材料15.版权所有（C） 2006年，JPO＆NCIPI

6. 发明专利

JPH06158784A METHOD OF CONNECTING STEEL BAR 失效
公开(公告)号：JPH06158784A
公开(公告)日：1994-06-07
申请号：JP30873592
申请日：1992-11-18
申请人： SUMITOMO METAL IND
发明人： KITAHAMA MASASHI , SHIMIZU HIDEO
IPC分类号： E04C5/18 , E04G21/12
摘要： PURPOSE:To connect steel bars buried in concrete mutually and smoothly by a coupler. CONSTITUTION:Steel bars 1, 1a are positioned mutually by first couplers 4a having small gaps 5 so that the phase difference of screws disappears previously, and concrete is placed, thus manufacturing precast members 8, 8a. When the manufactured precast members 8, 8a are connected mutually at a job site etc., second couplers 4b having large gaps are screwed previously to either one of the steel bars 1, 1a, and the second couplers 4b are rotated and screwed gradually to the other, thus mutually bonding the steel bars 1, 1a.

7. 发明专利

JP2006200137A H-section steel for steel house beam, steel house framework structure, and steel house 有权
标题翻译：钢屋梁，钢房框架结构及钢房H型钢
公开(公告)号：JP2006200137A
公开(公告)日：2006-08-03
申请号：JP2005010379
申请日：2005-01-18
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： SHIMIZU HIDEO , SHISHIDO TADAICHI
IPC分类号： E04B1/24 , E04B1/08 , E04B1/38
摘要： PROBLEM TO BE SOLVED: To provide welded H-section steels for steel house beams, which can be assembled only by connection by using a drill screw, and can avoid complicated work in the construction field, and to provide a steel house framework structure and a steel house. SOLUTION: The welded H-section steel 48-1 is for use as the beam of the steel house 41, and has upper and lower flanges 49a, 49b, and a web 50. Each of the upper and lower flanges 49a, 49b, and the web 50 has a sufficient thickness so as to be connectable to the other member by screwing the drill screw 53 thereto. Further the at least the lower flange 49b out of the upper and lower flanges 49a, 49b has a width that is almost equal to the thickness of a bearing wall panel 42 (e. g. 89 mm) of the steel house 41. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供用于钢屋梁的焊接H型钢，其仅能通过使用钻螺丝连接而组装，并且可以避免在施工现场的复杂工作，并提供钢结构框架结构和钢屋。焊接H型钢48-1用作钢制房屋41的梁，并具有上下凸缘49a，49b和腹板50.上凸缘49a和下凸缘49a， 49b，并且腹板50具有足够的厚度，以便通过将钻螺杆53拧到其上而可连接到另一个构件。此外，上凸缘49a和下凸缘49b中的至少下凸缘49b的宽度几乎等于钢屋41的轴承壁板42的厚度（例如89mm）。版权所有：（C）2006，JPO＆NCIPI

8. 发明专利

JPH06288041A SCREW JOINT OF STEEL BAR 失效
公开(公告)号：JPH06288041A
公开(公告)日：1994-10-11
申请号：JP7942993
申请日：1993-04-06
申请人： SUMITOMO METAL IND
发明人： KITAHAMA MASASHI , SHIMIZU HIDEO
IPC分类号： E04C5/18 , F16B7/18 , F16B11/00
摘要： PURPOSE:To obtain firm joint construction even in a screw joint which has an enlarge gap in order to absorb phase difference by contriving the constitution of grout. CONSTITUTION:A screw joint is so formed that a pair of steel bars 1 and 1a and a coupler 4 are screwed to each other, and a gap (g) between the coupler 4 and steel bars 1 and 1a is enlarged in comparison with the conventional one so that phase difference can be absorbed. After the coupler 4 and steel bars 1 and 1a are screwed to each other, a gap between the coupler 4 and steel bars 1 and 1a is filled with grout 6 containing aggregate 5 having large-sized particle. The aggregate 5 having, for example, high elastic modulus and compressive strength such as iron grains, etc., is used. Grain size of the aggregate 5 is arranged within range of 0.2-2.0mum. With the increase of rate of grain size, rate of filling is promoted, gaps among the aggregate 5 are reduced, and compressive strength of the grout 6 is increased.

9. 发明专利

JPH09268668A EXTERNAL HEAT INSULATING STRUCTURE OF BUILDING 失效
公开(公告)号：JPH09268668A
公开(公告)日：1997-10-14
申请号：JP7282096
申请日：1996-03-27
申请人： NICHIHA KK , SUMITOMO METAL IND , SUMIKIN F R C KK
发明人： YOSHIDA HIROYUKI , SHIMIZU HIDEO , SHIRAKAWA KIYOSHI
IPC分类号： E04B1/76
摘要： PROBLEM TO BE SOLVED: To improve workability and cost performance while enhancing heat insulating performance by an external heat insulating structure. SOLUTION: A backing plate material 22 is installed on the outside of a backing column 21 by a machine screw 23, and waterproof paper 23 is stuck to a surface of this backing plate material 22, and a plate-like foamed plastic heat reserving material 25 is stuck from above it. A fastening metal fitting 28 is applied to a surface of the foamed plastic heat reserving material 25 through a high strength support plate 27, and a machine screw 29 to fix the fastening metal fitting 28 is penetrated through the foamed plastic heat reserving material 25, and is fitted in the backing plate material 22. Upper and lower solid parts of a horizontally long outer wall material 26 are engaged with an engaging piece part of the fastening metal fitting 28, and the outer wall material 26 is stuck to the surface side of the foaming plastic heat reserving material 25 through the fastening metal fitting 28. Compression strength of the foamed plastic heat reserving material 25 is set not less than 0.8kgf/cm and the area of the high strength support plate 27 is set to 25 to 150cm so that this external heat insulating structure can endure a wind pressure load.

10. 发明专利

JPH06158783A SCREW COUPLING FOR STEEL BAR 失效
公开(公告)号：JPH06158783A
公开(公告)日：1994-06-07
申请号：JP30873492
申请日：1992-11-18
申请人： SUMITOMO METAL IND
发明人： KITAHAMA MASASHI , SHIMIZU HIDEO
IPC分类号： E04C5/18 , E04G21/12
摘要： PURPOSE:To enable connection even when the screws of each steel bar have phase difference, and to improve workability and economy. CONSTITUTION:A pair of steel bars 1, 1a having a male screw 2 at a connection end section are bonded by a coupler 4 having a female screw 3 in an inner circumferential section. The width of a thread groove constituting the female screw 3 is made sufficiently larger than that of the male screw 2, and the length of a clearance in the axial direction formed between the female screw 3 and the male screw 2 is set in the half or more of screw pitches. Since the degree of freedom corresponding to the length of the clearance is obtained, each steel bar 1, 1a can be connected even when there is phase difference in the screw such as a time when each steel bar is fixed to a precast concrete member. A grout agent 7 is filled from a grout impregnating hole 9, and solidified, thus increasing the rigidity of a coupling section.

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