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1. 发明专利

JPH10131101A FLOATING SLAB STRUCTURE AND EXECUTION METHOD THEREOF 失效
公开(公告)号：JPH10131101A
公开(公告)日：1998-05-19
申请号：JP28565496
申请日：1996-10-28
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： SHIOKAWA HIDEYO , KUMAGAI TAKENORI , KATSUSAWA KATSUE , SUZUKI KENJI , ORIGASA TERUO , SAWAIDE MINORU , FUJITA TADAO , TAWARA YASUHIKO
IPC分类号： E01B1/00 , E01B37/00
摘要： PROBLEM TO BE SOLVED: To provide floating slab structure capable of being smoothly executed at low cost and an execution method thereof. SOLUTION: In floating slab structure, a projecting section 7 is formed to the top face of a subbase course 2, holes 8 are formed to a slab 4, and horizontal stoppers 10 are disposed to the projecting section 7 and the slab 4 in the periphery of the projecting section 7. Damping materials 12 are interposed among the horizontal stoppers 10, the subbase course 2 and the slab 4. The horizontal stoppers are further arranged among the wall sections of the subbase course 2 and the slabs 4 in the sections adjacent to the wall sections. When such a track 1 is constructed, the subbase course 2 with the projecting section 7 is built, coil springs, into which prestress is introduced, are disposed onto the subbase course 2, the slabs 4 with the holes 8 are erected, the horizontal stoppers 10 are installed, and the prestress of the coil springs is released, thus jacking up the slabs 4.

2. 发明专利

JPH10121637A FLOATING SLAB STRUCTURE AND EXECUTING METHOD THEREOF 失效
公开(公告)号：JPH10121637A
公开(公告)日：1998-05-12
申请号：JP27385096
申请日：1996-10-16
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： SHIOKAWA HIDEYO , KUMAGAI TAKENORI , KATSUSAWA KATSUE , SUZUKI KENJI , ORIGASA TERUO , SAWAIDE MINORU , FUJITA TADAO , TAWARA YASUHIKO
IPC分类号： E04B5/43
摘要： PROBLEM TO BE SOLVED: To make it possible to facilely and smoothly execute it when a track is constructed. SOLUTION: A railway 1, which is composed of a roadbed 2 and a slab 4 supported by floating through a coil spring, is a composition of having a protrusion 7 formed on the surface of the roadbed 2, a hole 16 formed on the slab 4 and the respective cross section dimensions of the protrusion 7 and the hole 16 becoming gradually smaller in proportion as to the upper part of it. In addition, the protrusion 7 is arranged with a cushioning member 10 on its lateral. In order to construct the railway 1, a prestressed coil spring is arranged on the roadbed 2 after constructing the roadbed 7 including a protrusion 7 and then a slab 4 including a hole 16 is constructed after which the slab 4 is jacked up by releasing the prestressed coil spring.

3. 发明专利

JPH0874929A MICROVIBRATION DAMPING FLOOR 失效
公开(公告)号：JPH0874929A
公开(公告)日：1996-03-19
申请号：JP21485794
申请日：1994-09-08
申请人： BRIDGESTONE CORP , SHIMIZU CONSTRUCTION CO LTD
发明人： WATANABE TOSHIYUKI , OTA MASAMI , OGAWA YUICHIRO , SUZUKI KENJI
IPC分类号： E04H9/02 , E04F15/02 , E04F15/18 , F16F15/04
摘要： PURPOSE: To increase a size in a base on which a precision machine and the like is placed while its highly precise vibration damping property maintained by detecting vibration transmitted to a floor slab by means of a vibration sensor, computing control quantity required in a vibration controlling device on the basis of the information from the vibration sensor, and driving and controlling a vertical direction controlling mechanism and a horizontal direction controlling mechanism. CONSTITUTION: A floor slab 7 is erected removably on frame members 6 arranged above a floor 2 at intervals to each other, and plural vertical direction vibration damping mechanisms 5 controlling vertical vibration of the floor slab 7 are arranged between the suspending members 6 and the floor 2. Between the frame members 6 and the floor 2, plural stoppers 15 preventing large deformation of a vibration damping floor part 3 in the case of an earthquake or the like are arranged. In addition, horizontal direction electromagnetic type actuators 41a, 41b controlling horizontal vibration of the floor plate 7 are arranged in the floor slab 7. On the basis of output from an acceleration sensor 40 arranged on the floor slab 7, the vertical direction vibration damping mechanisms 5 and the horizontal direction electromagnetic type actuators 41a, 41b are driven and controlled so as to damp the vibration in the floor slab 7.

4. 发明专利

JPH07156869A SOFT GROUNDING TYPE FLOATING BODY STRUCTURE MOORING SYSTEM 失效
公开(公告)号：JPH07156869A
公开(公告)日：1995-06-20
申请号：JP33903493
申请日：1993-12-03
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： SEKIGUCHI TAKESHI , AIHARA KAORU , SUZUKI KENJI
IPC分类号： B63B35/44
摘要： PURPOSE:To moor a floating body structure without requiring an anchor or a mooring structure even if it is extremely large by grounding the floating body structure softly at the bottom of the sea by the leg parts of bag bodies and seawater forcibly charged inside of them. CONSTITUTION:The leg parts 4 by bag bodies are arranged in necessary places of a bottom part of a floating body structure 1 so as to be capable of going in and out freely to the bottom 3 of the sea. The leg parts 4 are sent out to the bottom 3 of the sea by forcible charge of seawater 2a, and are grounded softly at the bottom. A length of the sending-out leg parts 4 and pressure of the forcibly charging seawater 2a are adjusted, and frictional force to resist to horizontal force acting on the floating body structure 1 is secured. The floating body structure 1 is moored to the bottom 3 of the sea by the frictional resistance.

5. 发明专利

JPH06173284A CONSTRUCTION METHOD FOR SELF-STANDING CONTINUOUS WALL 失效
公开(公告)号：JPH06173284A
公开(公告)日：1994-06-21
申请号：JP32972092
申请日：1992-12-09
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： YOSHIMI YOSHIAKI , UNO TOSHIRO , SUZUKI KENJI
IPC分类号： E02D5/20 , E02D29/045 , E21D13/00 , E02D29/04
摘要： PURPOSE:To facilitate work so as to shorten a construction period and to suppress the cost low, and provide sufficient supporting strength to the applied earth pressure. CONSTITUTION:The ground 6 is drilled to construct an underground continuous wall 7 in such a way as to be extended downward from the cut bottom 14 at the bottom part of a utility space 13 as well as to surround the area of the utility space 13, and plural piles 16 forming the foundation for supporting a building structure body are driven in the ground at the bottom part of the utility space 13. Supporting continuous walls 15 are then constructed between the piles 16 and the underground continuous wall 7 in such a way as to be fixed to them or brought into contact with them.

6. 发明专利

JPH05321337A DOMED ROOF AND CONSTRUCTION METHOD FOR DOMED ROOF 失效
公开(公告)号：JPH05321337A
公开(公告)日：1993-12-07
申请号：JP13539892
申请日：1992-05-27
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： SAIDA KAZUO , NAKAJIMA HAJIME , NISHITANI TAKAYUKI , TANIGUCHI HISANORI , SUZUKI KENJI
IPC分类号： E04B1/32 , E04B7/08
摘要： PURPOSE:To obtain an economical domed roof for which a satisfactory out-of- plane rigidity is secured. CONSTITUTION:A plurality of large beams are laid out on a structural surface of a domed roof 11 to be built in the shape of lattices. A plurality of small beams are also laid out in the shape of lattices in the structural surface of the domed roof partitioned with the large beams 12 in many-sided shape. A higher rigidity and larger-sized material than the small beams 1 is adopted for the large beams, which makes it possible to enhance the out-of-surface rigidity of the domed roof 11.

7. 发明专利

JPH11159193A ACTIVE TYPE DAMPING FLOOR DEVICE 失效
公开(公告)号：JPH11159193A
公开(公告)日：1999-06-15
申请号：JP32676197
申请日：1997-11-27
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： SHIBA KEIJI , SHIOTANI KIYOTO , KIDA YOSHIHIRO , SUZUKI KENJI , SAITO TOMOO
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide an active type damping floor device capable of coping with both of slight vibration (small vibration) and earthquake motion (large vibration), and ensuring accuracy sufficient enough to control the slight vibration. SOLUTION: In an active type damping floor device having a damping actuator between a building structural body 1 and a damping floor 2, as the damping actuator, an earthquake actuator 4A with large control amplitude and a slight vibration actuator 4B with small control amplitude are prepared, and they are connected in two-stage series and are provided between the building structural body 1 and dampling floor 2. In the case of an earthquake mode, the earthquake actuator 4A is driven in a state to lock the slight vibration actuator 4B, and in the case of a slight vibration mode, a controller 8 for driving the slight vibration actuator 4B in a state to lock the earthquake actuator 4A is provided.

8. 发明专利

JPH10115122A VIBRATION-PROOF DEVICE 失效
公开(公告)号：JPH10115122A
公开(公告)日：1998-05-06
申请号：JP27260296
申请日：1996-10-15
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： SHIOKAWA HIDEYO , SUZUKI KENJI , KATSUSAWA KATSUE , KUMAGAI TAKENORI
IPC分类号： E04B1/36 , E04H9/02 , F16F15/06 , F16F15/067 , F16M5/00 , F16M7/00
摘要： PROBLEM TO BE SOLVED: To simplify the procedure of the execution of works, and to facilitate maintenance and inspection by damping vibrations in the vertical and horizontal directions by a vertical vibration damping mechanism and a vertical and horizontal energy absorbing mechanism, installing a stopper mechanism and controlling a moving region in the horizontal direction. SOLUTION: When relative vibrations are generated between an upper building frame 3 and a lower structure 4, vertical vibrations are damped by coil springs 12. Projecting bodies 18 are arranged into the recessed section 16 of a bottomed vessel 17 and the outer circumferential surfaces of the projecting bodies 18 and the inner circumferential surfaces of the side wall sections 31 of the bottomed vessel 17 are brought into contact in horizontal vibrations. Cushioning bodies 20 are disposed onto the outer circumferential surfaces of the projecting bodies 18 and the deformation of the cushioning bodies 20 is damped by horizontal vibrations at that time, and the projecting bodies 18 and the side wall sections 31 collide through the cushioning bodies 20 at the time of large horizontal vibrations. A moving region in the horizontal direction of an upper baseplate 7 to a lower baseplate 9 is controlled by reinforcing wall sections 34 mounted on the sides of the side wall sections 31. Accordingly, a stopper mechanism 2 can be set up into the vibration-proof device 1 and the separate disposal works of the stopper mechanism 2 are unnecessitated, and the procedure of the execution of works is simplified and operating efficiency can be improved.

9. 发明专利

JPH0882339A BASE ISOLATION STRUCTURE 失效
公开(公告)号：JPH0882339A
公开(公告)日：1996-03-26
申请号：JP21644394
申请日：1994-09-09
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： TAKANASHI KAZUMITSU , KATSUSAWA KATSUE , NAKATANI YOSHIHIRO , SHIOKAWA HIDEYO , SUZUKI KENJI , OKUDA SHUJI , AKIYAMA KENJIRO , KUMAGAI TAKENORI , TAKAHASHI SATOSHI , SHIMOMURA HIDEO , MAEBAYASHI KAZUHIKO
IPC分类号： E01B19/00 , F16F15/04
摘要： PURPOSE: To provide a base isolation structure excellent in base isolation performance, able to maintain this performance over a long period of time and easily installed and maintained. CONSTITUTION: A base isolation structure A is so constituted that a base isolation device 1 is provided between a building S and a track floor slab R. The base isolation device 1 is constituted by interposing coil springs 3 and a dash pot 4, provided with a viscoelastic body 7, between upper and lower base seat plates 2, 2, and the spaced dimension of the upper and lower base seat plates 2, 2 can be adjusted by spaced dimension adjusting mechanism 12.

10. 发明专利

JPH06207466A CONSTRUCTING METHOD FOR BUILDING STRUCTURE 失效
公开(公告)号：JPH06207466A
公开(公告)日：1994-07-26
申请号：JP213693
申请日：1993-01-08
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： HAKIRI MICHIO , SAIDA KAZUO , UNO TOSHIRO , HASHIMOTO MASAMI , SUZUKI KENJI , NIIMI SADAHISA , KUSAMA ICHIRO
IPC分类号： E04B1/35 , E04G21/14 , E04G21/16
摘要： PURPOSE:To prevent displacement of columns and beams by providing braces on at least a part of the columns and beams beforehand in construction of a building frame, and constructing upper stories with slabs unconstructed. CONSTITUTION:Braces 17 are installed between columns and beams of a building frame from a first to a third floor, and the jacks for the braces 17 are extended to reinforce the building frame of slab-unconstructed portion. Next material carried on the first floor is transported to a lifting path 9 through a material transporting path 16 by a transporting facility 12 installed on a beam 11 at the roof of the second floor. Then the material is lifted to a floor being constructed by a lifting facility 10, and carried in the floor being constructed by a transporting facility 8 installed under the building frame 5 on the uppermost floor. In addition, after the construction of the building frame 5 is completed, the braces 17 are removed and the slabs in unconstructed portions are constructed.

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