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31. 发明专利

JPS63151735A STRUCTURE OF BUILDING 失效
公开(公告)号：JPS63151735A
公开(公告)日：1988-06-24
申请号：JP29523686
申请日：1986-12-11
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： HAKIRI MICHIO , OKUDA SHUJI , FUJII TADAYOSHI , SHIMOMURA HIDEO , KOSHIDA KAZUNORI , SATO TAKANORI , MAEBAYASHI KAZUHIKO , ITO KAZUHIRO
IPC分类号： E04B1/22 , E04B1/16 , E04B5/43

32. 发明专利

JPS63103147A SLAB MOLD FRAME EQUIPPED WITH SOUND ABSORBING AND BLOCKING LAYER 失效
公开(公告)号：JPS63103147A
公开(公告)日：1988-05-07
申请号：JP24559186
申请日：1986-10-17
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： HAKIRI MICHIO , OKUDA SHUJI , FUJII TADAYOSHI , SHIMOMURA HIDEO , KOSHIDA KAZUNORI , SATO TAKANORI , MAEBAYASHI KAZUHIKO , ITO KAZUHIRO
IPC分类号： E04B5/40 , E04B5/43 , E04B9/00

33. 发明专利

JPS62170612A PACKED STEEL PIPE PILE 失效
公开(公告)号：JPS62170612A
公开(公告)日：1987-07-27
申请号：JP1088386
申请日：1986-01-21
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： SATO TAKANORI
IPC分类号： E02D5/30
摘要： PURPOSE:To sufficiently keep the clamping force of steel pipe for a structural filler by a method in which an unbonded treating layer is provided on the boundary between the steel pipe and the structural filler for avoiding the bonding of both, and a deformation absorber is provided in a given portion of the steel pipe. CONSTITUTION:An unbonded treating layer 3 is formed between a steel pipe 1 and a structural filler 2 to avoid the bonding of both. The relative movement of both in relation to the axial direction is made possible, and the tube 2 itself is allowed to be compressed or extended axially within a fixed range by the action of a deformation absorber 4 provided near the head of the steel pipe pile 1. Impact to the pile head is almost acted as the axial compressive force on the filler 2. The occurrence of stress in the axial direction can thus be prevented, and the confining effect of the steel pipe can also be sufficiently exhibited.

34. 发明专利

JPS62133239A STRUCTURAL MEMBER FOR PILLAR 失效
公开(公告)号：JPS62133239A
公开(公告)日：1987-06-16
申请号：JP27423885
申请日：1985-12-05
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： KITAGAWA KIYOYASU , SATO TAKANORI
IPC分类号： E04B1/30 , E04B1/16 , E04B1/58 , E04C3/30 , E04C3/34 , E04C5/06 , E04G13/02

35. 发明专利

JPS62133237A PRECAST STRUCTURAL MEMBER 失效
公开(公告)号：JPS62133237A
公开(公告)日：1987-06-16
申请号：JP27423585
申请日：1985-12-05
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： SATO TAKANORI
IPC分类号： E04C3/293 , E04B1/22 , E04C3/26 , E04C3/34

36. 发明专利

JPS6263767A REINFORCEMENT STRUCTURE OF REINFORCED CONCRETE PILLAR 失效
公开(公告)号：JPS6263767A
公开(公告)日：1987-03-20
申请号：JP20502385
申请日：1985-09-17
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： EGAMI TATSUO , SATO TAKANORI
IPC分类号： E04G23/02 , E04C3/293 , E04C3/30

37. 发明专利

JPS6237421A FOUNDATION STRUCTURE 失效
公开(公告)号：JPS6237421A
公开(公告)日：1987-02-18
申请号：JP17706685
申请日：1985-08-12
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： SATO TAKANORI
IPC分类号： E02D27/12 , E02D27/32 , E02D27/34
摘要： PURPOSE:To save footing, by forming a non-bonding pile with a steel pipe and concrete contained in the pipe, and by connecting the column of an upper structure directly to the column on the extension line at the lower section. CONSTITUTION:Between a pipe 3 and concrete 4 contained in the pipe, a separator 5 of asphalt or the like is put to form the main unit 1 of a non-bonding type pile. On the outer periphery of the main unit 1, a casing 6 is set, and between them the viscous substance of asphalt or the like is packed to form a vibration-relief pile, and at the lower section of the main unit 1 of the pile, an enlarged bottom section 9 is formed. Then, the column of an upper structure M is connected to a pile 2 buried in ground S, in the relation of one to one. By this method, even if a footing is not used, a foundation structure for supporting the upper structure M sufficiently can be obtained.

38. 发明专利

JPS61196078A FLOAT EARTHQUAKE DAMPING APPARATUS 失效
公开(公告)号：JPS61196078A
公开(公告)日：1986-08-30
申请号：JP3609685
申请日：1985-02-25
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： SATO TAKANORI
IPC分类号： E02D27/34 , E04H9/02

39. 发明专利

JP2002030828A BRACE DAMPER 失效
公开(公告)号：JP2002030828A
公开(公告)日：2002-01-31
申请号：JP2000219388
申请日：2000-07-19
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： SATO TAKANORI
IPC分类号： E04B1/26 , E04B1/58 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a simple and inexpensive brace damper applicable to a wooden building. SOLUTION: In this brace damper 1 arranged in the shape of a brace to a wooden framework, a steel plate 7 is laminated via a viscoelastic material 6 in one end part of a long size steel material 5 having rigidity for functioning as the brace, and the other end part of the steel material 5 and the steel plate 7 are respectively fixed to a column 2, a stud 4 or a beam 3 for constituting the wooden framework. A material folded up in a bellows shape in the width direction by leaving both end parts of a band plate-like steel plate is adopted as the steel material 5. A fixing plate part 8 fixed in a state of being brought into close contact with the column 2, the stud 4 or the beam 3 is integrally formed in the other end part of the steel material 5 by bending. The center of the steel material 5 and the center of the fixing plate part 8 are made eccentric. The one end part of the steel material 5 and the steel plate 7 are connected by a bolt 10 as a fastener so as to be capable of in-plane relative displacement, and a hole for inserting the fastener is formed as an elongate hole lengthwise in the displacement direction.

40. 发明专利

JP2001200653A SEISMIC CONTROLLING BUILDING 失效
公开(公告)号：JP2001200653A
公开(公告)日：2001-07-27
申请号：JP2000010683
申请日：2000-01-19
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： SATO TAKANORI
IPC分类号： E04B1/18 , E04B1/24 , E04B1/58 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To obtain excellent seismic control effect by operating a damper effectively, facilitate the work execution and demolition of a main structure, and reuse disassembled structural members. SOLUTION: A column 1 and a beam 2 is pin-jointed, and a damper 3 operating by relative rotation of the column and the beam due to the displacement between layers is provided in the joint parts. A connection block is provided on the joint part of the column and the beam so as to oscillate freely. The connection block consists of two steel plates, a reinforcing plate provided therebetween, and a steel pipe forming a central hole for inserting the column loosely, and a buffer material is provided between the steel pipe and the column. A viscoelastic damper in which a viscous and elastic body 3c is provided between the steel plates 3a and 3b is adopted as the damper. The viscous and elastic damper is provided in an upper corner part in a frame. A bracket 4 supporting the beam or the connection block to transmit a vertical load from the beam to the column is provided on the column. A concrete filled steel pipe column is adopted as the column.

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