专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 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.

2. 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.

3. 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.

4. 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.

5. 发明专利

JPH0355366A STEEL FRAME BRACE METHOD 失效
公开(公告)号：JPH0355366A
公开(公告)日：1991-03-11
申请号：JP19191789
申请日：1989-07-25
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： HIRAMA TOSHIHIKO , UNO TOSHIRO , YABE KIDO , MASE SHINJI , TERADA TAKEHIKO , KANEMITSU TOMOMI
IPC分类号： E04B1/24 , E04H9/02
摘要： PURPOSE:To promote construction efficiency and practical efficiency without requiring any pile for a middle column by arranging braces to blocks having a checkered arrangement pattern among external wall blocks of each floor partitioned by a plurality of steel framed columns. CONSTITUTION:Basic beams 3 are provided among piles mounted on all sides, steel framed side columns 4 of soft members are provided on the piles 2 and, at the same time, a middle column 5 of a soft member is erected to the center of the side columns 4 from the basic beams 3. beam members 6 are constructed between the side columns 4 and middle column 5 every floor. Among external wall blocks 7 constituted of the side columns 4, middle column 5 and beam members 6, one block 7 of the first floor has a hard member 8 to provide braces 9 in the block 7, and the braces 9 are provided in each of blocks 7 arranged on the second - fifth floor in the shape of a checker from the block 7. When the earthquake force is applied from the side, the axial force applied to the middle column 5 is reduced.

6. 发明专利

JPH02274947A STRUCTURAL MATERIAL FOR EARTHQUAKE PROOFING STRUCTURE 失效
公开(公告)号：JPH02274947A
公开(公告)日：1990-11-09
申请号：JP9664289
申请日：1989-04-17
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： TERADA TAKEHIKO , YABE KIDO , KANEMITSU TOMOMI , UNO TOSHIRO , MASE SHINJI , HIRAMA TOSHIHIKO
IPC分类号： E04B1/30 , E04B1/34 , E04B5/00 , E04C3/32 , E04H9/02
摘要： PURPOSE:To effectively absorb an external force by a method wherein a plasti cally deforming rigid member is situated external of a resiliently deforming soft member, and a cutoff layer allowing relative slide between the soft member and the rigid member is formed at a boundary part between the soft and the rigid member. CONSTITUTION:A resiliently deformable tubular soft member 11 is formed by using a high tension steel and the like. A plastically deformable rigid member 13 is formed by using a steel for general structure. The rigid member 13 is situated externally of the soft member 11, and a cutoff layer 12 formed by a soft material, e.g. asphalt, is formed between the soft and rigid members 11 and 13.

7. 发明专利

JPH10114955A CRACK PREVENTIVE METHOD IN STORAGE FACILITY IN BEDROCK 失效
公开(公告)号：JPH10114955A
公开(公告)日：1998-05-06
申请号：JP27252496
申请日：1996-10-15
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： TERADA TAKEHIKO , KINOSHITA NAOTO , SATO TAKANORI , HATTA TOSHIYUKI , KUMASAKA HIROO
IPC分类号： E02D31/00 , E21D11/38
摘要： PROBLEM TO BE SOLVED: To prevent the generation of a crack in a storage vessel even when the partial crack is generated in a bedrock in the periphery of a flexible- structure vessel body, and to obviate the leakage of a stored high-pressure gas by installing an insulating material between a stress transmitting layer built into a cavity formed into the bedock and the flexible-structure vessel body. SOLUTION: A stress transmitting layer 3 and an insulating material 4 are interposed and arranged to a bedrock wall surface 16 in a cavity excavated to a bedrock 1 and supported and reinforced by lock bolts 14, and a flexible- structure vessel body 2 is constructed, thus constituting a high-pressure gas storage facility. A deformable flexible material is used as the insulating material 4. Accordingly, since the concentration of stress progressing by the insulating material 4 is relaxed even when a partial crack generated in the peripheral bedrock 1 involves even the stress transmitting layer 3 unified with the bedrock 1 and the crack advances to sprayed concrete 5 constituting the stress transmitting layer 3 and a wall body 6, the concentration of the strain of the wall body 6 is also relaxed, and rupture by the crack of the flexible-structure vessel body 2 is prevented.

8. 发明专利

JPH02282541A TRUSS BEAM 失效
公开(公告)号：JPH02282541A
公开(公告)日：1990-11-20
申请号：JP10238889
申请日：1989-04-21
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： SHIMOMURA HIDEO , OMAE YASUKAZU , AOYAMA TETSUO , MOCHIDA YASUHIDE , ASAI MASAHIRO , YABE KIDO , SAKAMOTO SHINICHI , TERADA TAKEHIKO , SUZUKI SUSUMU , MURASE SHOICHI
IPC分类号： E04B1/24 , E04B1/58 , E04C3/10
摘要： PURPOSE:To improve the workability by connecting beam components via bolts with gusset plates and connecting plates in a truss beam inserted with PC steel wires in upper chords and lower chords. CONSTITUTION:Upper chords 13, lower chords 14 and lattice materials 15 are assembled into a truss shape, and PC steel wires 17 applying pre-stress are inserted into the lower chords 14. Slits are formed at the connection end section of the lower chord 14, and gusset plates 19 are fixed. Connecting plates 21 are suspended on both faces of adjoining gusset plates 19, the connecting plates 21 and the gusset plates 19 are connected with bolts, multiple beam components 16 are connected in sequence, and a truss beam 11 with the preset span is assembled. The construction period is sharply shortened, and strength can be secured.

9. 发明专利

JP2001163420A EXECUTION METHOD FOR STORAGE FACILITY IN ROCK MASS AND AIRTIGHT MATERIAL 失效
公开(公告)号：JP2001163420A
公开(公告)日：2001-06-19
申请号：JP35189499
申请日：1999-12-10
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： TERADA TAKEHIKO , NOBUTO JUN , ISHIZUKA YOSHIO
IPC分类号： B65D90/02 , B65G5/00
摘要： PROBLEM TO BE SOLVED: To provide an execution method for storage facilities in a rock mass and an airtight material for reducing the cost of the whole storage facilities by preventing strain concentration in welding an anchor material to the airtight material and reducing the cost of the quality and the thickness of the airtight material. SOLUTION: The storage facilities 1 of this invention are so constituted that the airtight material 3 with an anchor material 8 is arranged in a cavity of the rock mass 2, backfilling concrete 5 is placed between the airtight material 3 and the rock mass 2, and the board thickness of the airtight material 3 is increased into a protrusion state with a joint with the anchor material set to the center so that the airtight material 3 is prevented from the strain concentration in welding the anchor material 8 thereto. An anchor board 7 provided with the anchor material 8 in one side and increasing its thickness into a protrusion state in the board thickness direction is manufactured separately with its form matched with the form of the board joint intersection of the aright material and the anchor board 7 is integrally welded in executing the airtight material so that the efficiency of the execution is enhanced.

10. 发明专利

JP2000170392A EARTHQUAKE RESISTING REINFORCED CONSTRUCTION 失效
公开(公告)号：JP2000170392A
公开(公告)日：2000-06-20
申请号：JP34918298
申请日：1998-12-08
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： TEZUKA TAKEHITO , OTSUKI TAMIO , KANBARA HIROSHI , TERADA TAKEHIKO
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide an earthquake resisting reinforced construction capable of easing energy concentration to a layer having a low yield strength and a low rigidity and of obtaining an efficient earthquake resistance. SOLUTION: A reinforcing frame 2 having a rigidity almost equal to or higher than that of a building 1 is installed so as to be deformed in a plane along the outer side surface of the building 1 on pins 3A, 3B provided at the base portion 1a and the top portion 1 of the building 1, and their intermediate portion is jointed to each story of the building 1 and further a damper 14 is provided for damping earthquake response of the building 1 at the first story portion of the building 1.

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式