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

JPH0960498A STRUCTURE AND EXECUTION METHOD FOR TIMBERING WALL 失效
公开(公告)号：JPH0960498A
公开(公告)日：1997-03-04
申请号：JP21790795
申请日：1995-08-25
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： TAKEBAYASHI TSUGIO , FUKUDA KAZUHIRO , SHINTAKU MASAMICHI , KAKIMI KOSUKE , HASEGAWA MAKOTO , SOYA MASAHIRO , FUJINO AKIRA , KOJIMA HIDESATO
IPC分类号： E21D20/02 , E21D11/10 , E21D11/18
摘要： PROBLEM TO BE SOLVED: To attain a high timbering effect for an underground cavity with a large cross section, easily conduct the temporary fixing work of a PS anchor, and dispense with special shotconcrete. SOLUTION: A first shotconcrete layer 11a is formed on an excavation face, a first wire net 15A is arranged along the concrete layer 11a, long steel structural materials 12 are arranged in a lattice shape, and a second shotconcrete layer is formed to cover the first wire net 15A. A second wire net 15B is arranged along the second shotconcrete layer, and a third shotconcrete layer is formed to cover the second wire net and the remaining steel structural materials 12. Long PC steel products applied with prestress are driven and in falled toward the natural ground from the concrete layers while the base end sections are supported on the steel structural materials.

2. 发明专利

JPH0742500A BLOCKADE STRUCTURE OF TUNNEL AND BLOCKADE METHOD 失效
公开(公告)号：JPH0742500A
公开(公告)日：1995-02-10
申请号：JP19148893
申请日：1993-08-02
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： FUKUDA KAZUHIRO
IPC分类号： E21F15/00
摘要： PURPOSE:To obtain a brockade structure which has a high pressure proof capacity and a high impervious capacity. CONSTITUTION:A plug 11 made of an expansive material hardened in a tunnel 2 formed in the ground 3 presses the tunnel 2 from the inside to form a blockade structure. A brockade material 10 constituted of an expansive material is charged in a part of the tunnel 2 formed in the ground 3 and hardened to achieve the blockade structure which presses the tunnel 2 from the inside.

3. 发明专利

JPH06288172A TUNNEL EXCAVATING METHOD 失效
公开(公告)号：JPH06288172A
公开(公告)日：1994-10-11
申请号：JP7475493
申请日：1993-03-31
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： ISHIZAKI HIDETAKE , KAZAMA HIROSHI , WADA TOSHIHIKO , TAKIZAWA FUMIO , AOKI YOSHIKIYO , FUKUDA KAZUHIRO , OTSUKA MASAYUKI , OBARA YOSHIYUKI
IPC分类号： E21D9/00
摘要： PURPOSE:To cut and enlarge the base rock to the necessary cross section with no blasting, improve the efficiency of the rock cutting work, and shorten the construction period. CONSTITUTION:A slit 2 is formed in the expected excavation cross section A of a tunnel pit T, the base rock near the slit 2 is drilled and cut to form a guide pit 8, and the vicinity of the top end 8a of the guide pit 8 is drilled and cut to make the width gradually narrower toward the upper section. The base rock around the guide pit 8 is cut in sequence along the peripheral direction to the bottom section 8c of the base rock around the guide pit 8, and it is cut and enlarged to the expected excavation cross section A.

4. 发明专利

JPH06229186A ROCK CRUSHER AND ROCK CRUSHING METHOD USING THE SAME CRUSHER 失效
公开(公告)号：JPH06229186A
公开(公告)日：1994-08-16
申请号：JP2039793
申请日：1993-02-08
申请人： SHIMIZU CONSTRUCTION CO LTD , NIPPON KOKI KK
发明人： OBARA YOSHIYUKI , TAKIZAWA FUMIO , FUKUDA KAZUHIRO , KAZAMA HIROSHI , FUJITA TERUSHIGE , SAKAGUCHI FUKUJU , ISHII TADAO , TANABE YASUE , ISHII MASAYOSHI
IPC分类号： E02F5/30 , E21C37/02
摘要： PURPOSE:To take both rock crushing force and a rock crushing stroke largely by transmitting pushing force in the direction that the diameter of a pushing member is expanded over a pushing-force transmission body by a driving mechanism under the state, in which the driving mechanism is inserted into a guide hole drilled to a bedrock. CONSTITUTION:Pushing force in the direction that the diameters of pushing members 20, 20 are expanded is transmitted over pushing-force transmission bodies 30, 30 by a drive mechanism 40 under the state, in which the driving mechanism is inserted into a guide hole G1 drilled to a bedrock G to be crushed. Consequently, the pushing-force transmission bodies 30 are moved, and pushing force in the direction that the guide hole G1 is pushed open is transmitted from the pushing members 20. When a center spacer 50 is interposed between the pushing-force transmission body 30 and the pushing member 20, pushing force generated by the driving mechanism 40 is transmitted over the pushing member 20 through the center spacer 50 from the pushing-force transmission body 30. The center spacer 50 is formed in a tapered shape at that time, thus smoothly inserting the center spacer 50 up to the interior of the crack of the crushed bedrock. The center spacer 50 and side spacers 51, 51 are adjusted in response to the change of the opening of the crack, and approximately constant spreading and size can be held in the driving mechanism 40.

5. 发明专利

JPH06137062A EXCAVATION WORK OF TUNNEL 失效
公开(公告)号：JPH06137062A
公开(公告)日：1994-05-17
申请号：JP28911392
申请日：1992-10-27
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： WADA TOSHIHIKO , IZUMITANI YASUSHI , AOKI YOSHIKIYO , OTSUKA MASAYUKI , FUKUDA KAZUHIRO , ISHIZAKI HIDETAKE , KAZAMA HIROSHI , OBARA YOSHIYUKI , SUGANUMA YOSHINORI , ISHII SABURO
IPC分类号： E21D9/00 , E21D9/01
摘要： PURPOSE:To make it possible to simultaneously excavate a main tunnel as well as a preliminary tunnel. CONSTITUTION:A preliminary tunnel 3 is excavated at the outside of an expected excavating section of a main tunnel so that a part thereof sticks out and long size materials 6 such as electric wires, communication lines, air ducts, water pipes, etc., necessary for digging the preliminary tunnel are inserted in the protrusion and further, a shelter 10 protecting the long size materials from the impulse of blasting is provided therein as well. Hence, the long size materials 6 can be surely protected when blasting for expanding to the main tunnel 1. In this way, time preliminary tunnel can be excavated regardless of the expanding excavation of the main tunnel. Since the expanding excavation of the main tunnel can be carried out without transferring the long size material, excavation of the preliminary tunnel and expanding excavation of the main tunnel can be easily and safely conducted at the same time. Accordingly, the whole construction period can be greatly reduced.

6. 发明专利

JP2000034900A DEVICE AND METHOD FOR ASSEMBLING COVERING PLATE 失效
公开(公告)号：JP2000034900A
公开(公告)日：2000-02-02
申请号：JP20255598
申请日：1998-07-17
申请人： KAWASAKI HEAVY IND LTD , SHIMIZU CONSTRUCTION CO LTD
发明人： BANDO KOJI , MAYU HIROICHI , FUKUDA KAZUHIRO , OBARA YOSHIYUKI , SHINTANI YOSHIYUKI
IPC分类号： E21D11/40
摘要： PROBLEM TO BE SOLVED: To provide an assembling device for segments capable of efficiently assembling the segments even under the state, in which the segments are not connected mutually. SOLUTION: The covering-plate assembling device has a machine frame 2 capable of being moved in the longitudinal direction of a tunnel, grippers 4, 5 for abutting the machine frame 2 against the inside of the tunnel T, an erector 6 for assembling segments capable of being shifted in the longitudinal direction of the tunnel T on the machine frame 2, and the support members 7 of an upper section and a lower section for beforehand supporting the segments S at the places of assembly. The upper support member (8) has partial circular upper arcuate frames (34) and supporting plates disposed on the outer circumferences of the upper arcuate frames at internals so as to correspond to each segment at that time. The lower support member has partial circular lower arcuate frames 31a and supporting plates arranged on the outer circumferences of the lower arcuate frames 31a at intervals so as to correspond to each segment S.

7. 发明专利

JPH09158665A ROCK CRACKING DEVICE 失效
公开(公告)号：JPH09158665A
公开(公告)日：1997-06-17
申请号：JP34542795
申请日：1995-12-11
申请人： SHIMIZU CONSTRUCTION CO LTD , NIPPON KOKI KK
发明人： WADA TOSHIHIKO , FUKUDA KAZUHIRO , KAZAMA HIROSHI , SAKAGUCHI FUKUJU , ISHII TADAO
IPC分类号： E21C37/10
摘要： PROBLEM TO BE SOLVED: To prevent the end part sides of a thrust member from being opened to excess by detecting the case where the end parts of the thrust members exceed the permissible limit positions in the separating direction by a sensor to stop the supply of oil pressure. SOLUTION: The front end surface of a base end member 11 is provided with two sensors 12 opposite to the rear ends 2a of thrust members 2. When the rear ends 2a are in the range from the standby position to the permissible limit position to the sensors put in the permissible limit position, the end surfaces of the rear ends 2a overlap the sensor 12 to be detected to be present, and a detection signal is output. A rock cracking device 1 is provided with a stop device 13 for stopping the supply of oil pressure to a rubber tube if necessary, an output signal is dispatched from the sensor 12 to the stop device 13, whereby when a detection signal of the presence is received from the sensor 12, the operation of an oil pressure supply source is not stopped. Thus, the supply of oil pressure can be stopped by the operation of the stop device 13 so as to prevent burst of the rubber tube.

8. 发明专利

JPH0996198A PS ANCHOR FIXING METHOD AND ANCHOR FIXING MEMBER USED IN THE METHOD 失效
公开(公告)号：JPH0996198A
公开(公告)日：1997-04-08
申请号：JP25429395
申请日：1995-09-29
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： TAKEBAYASHI TSUGIO , FUKUDA KAZUHIRO , SHINTAKU MASAMICHI , KAKIMI KOSUKE , HASEGAWA MAKOTO , SOYA MASAHIRO , FUJINO AKIRA , KOJIMA HIDESATO
IPC分类号： E21D20/00 , E04G21/12 , E21D21/02
摘要： PROBLEM TO BE SOLVED: To facilitate fixing work for a PS anchor. SOLUTION: A hole 17 is bored from a first shotcrete layer 11 toward the natural ground 1. After an anchor fixing member 18 is installed in the entrance of the hole 17 with the cylindrical part 18a thereof brought into contact with the first shotcrete layer 11, a second shotcrete layer 12, a third shotcrete layer 13 and a fourth shotcrete layer 14 are sequentially formed. After that, a PC steel stranded wire 16a is placed from the anchor fixing member 18 into the hole 17, the base end part 16b is temporarily fixed to the anchor fixing member 18, and then the PS anchor 16 is fixed by introducing prestress to fix the base end part 16b. The anchor fixing member 18 is so constructed that the cylindrical part 18a and the plate part 18b are integrally formed and a rib 18c is formed on the outer peripheral surface of the cylindrical part 18a.

9. 发明专利

JPH0996194A STRUCTURE OF SUPPORT WALL AND CONSTRUCTION METHOD THEREFOR 失效
公开(公告)号：JPH0996194A
公开(公告)日：1997-04-08
申请号：JP25429495
申请日：1995-09-29
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： TAKEBAYASHI TSUGIO , FUKUDA KAZUHIRO , SHINTAKU MASAMICHI , KAKIMI KOSUKE , HASEGAWA MAKOTO , SOYA MASAHIRO , FUJINO AKIRA , KOJIMA HIDESATO
IPC分类号： E21D21/02 , E21D9/04 , E21D11/10
摘要： PROBLEM TO BE SOLVED: To easily form a support wall, by which a high support effect can be obtained even for a rock cavern having a large section. SOLUTION: A support wall 10 comprises a first shotcrete layer 11, a lock anchor 15 placed toward the natural ground 1, a frame unit 16 built like a grid, a second shotcrete layer 12 formed in such a manner as to cover the frame unit 16, a third shotcrete layer 13, a fourth shotcrete layer 14 and a PS anchor 17 placed toward the natural ground 1, in which prestress is introduced. An anchor install member 22 is disposed in the intersection point of a longitudinal lattice girder 20 and a lateral lattice girder 21 for forming the frame unit 16 with the cylindrical part 22a thereof brought into contact with the first shotcrete layer 11. A PS anchor 17 is installed in the anchor install member 22.

10. 发明专利

JPH02186096A WEDGE TYPE GELOGICAL PRESSURE METER AND INSTALLATION THEREOF 失效
公开(公告)号：JPH02186096A
公开(公告)日：1990-07-20
申请号：JP665889
申请日：1989-01-13
申请人： SHIMIZU CONSTRUCTION CO LTD , KYOWA ELECTRONIC INSTRUMENTS
发明人： FUKUDA KAZUHIRO
IPC分类号： E21B47/06 , G01L5/00
摘要： PURPOSE:To install a sensor in stable state at a center of a desired position in a bore hole by arranging a wedge between a ring-shaped sensor and a pressing plate and inserting said wedge into the bore hole and pulling the wedge by a hydraulic driving device. CONSTITUTION:Pressing plates 13 and 13 are arranged on the both sides of a ring-shaped sensor 12, and a plurality of wedges 15 and 15 are arranged in shiftable ways between the pressing plates 13 and 13. Then, the pressing plates 13 and 13, wedges 15 and 15 and a hydraulic driving device 20 are fixed by sheary beds 30 and 30, and further, a reaction force device 25 and the hydraulic driving device 20 are fixed. Then, these devices are inserted to a prescribed position in a bore bole 14. The wedges 15 and 15 are pulled by driving the hydraulic driving device 20, and the ring-shaped sensor 12 and the pressing plates 13 and 13 are press-attached onto the bore hole 14. The sheary beds 30 and 30 are separated by applying a pressure furthermore, and the hydraulic driving device 20 and the reaction force device 25 are restored.

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