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1. 发明专利

JP2002267764A ELECTRIC LOGGING METHOD FOR TUNNEL HORIZONTAL BORING 失效
公开(公告)号：JP2002267764A
公开(公告)日：2002-09-18
申请号：JP2001070092
申请日：2001-03-13
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： MIYAKE NORIJI , WAKABAYASHI SHIGEKI , WATANABE KOHEI , TADA HIROYUKI
IPC分类号： E21D9/06 , G01V3/02 , G01V3/20
摘要： PROBLEM TO BE SOLVED: To precisely estimate the ground state in the front of the face of a tunnel prior to the excavation of the tunnel. SOLUTION: An electrode rod 13 having an electrode part 12 at the tip is extended in a casing rod 10, a horizontal boring hole 1 is drilled to a prescribed depth of the ground in the front of the tunnel face by the rotating propulsive force imparted to the casing rod 10. The mouth of the horizontal boring hole 1 is blocked by a mouth cap 14, and the inner part of the hole is filled with flowing ground water, and the electrode part 12 connected to an electric logging measuring device 20 set in the tunnel pit through the tunnel- side end of the electrode rod 13 is protruded into the boring hole 1 from the tip of the casing rod 10. Thus, the specific resistance of the ground is measured with a ground electrode 21 connected to the device 20 to perform the electric logging in the position of the electrode part 12.

2. 发明专利

JPH06297420A MESH FORM FOR MOLDING BIODEGRADABLE PLASTIC CONCRETE AND PRODUCTION OF CONCRETE MOLDED OBJECT USING THE SAME 失效
公开(公告)号：JPH06297420A
公开(公告)日：1994-10-25
申请号：JP2534591
申请日：1991-01-25
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： HORIUCHI SUMIO , KOSAKA NOBUAKI , WAKABAYASHI SHIGEKI , YONEMURA SOTARO , IIZUKA YOSHIO , YAMAGUCHI HAJIME , NAKAJIMA TOKUJI , TAMAOKI KATSUYUKI , ONOE ATSUO , KOKAYU TSUNEO
IPC分类号： B28B1/16 , B28B7/34 , C08J5/00 , C08L101/16 , E02D29/02
摘要： PURPOSE:To prevent the deterioration of a natural scenery and environmental disruption due to the remaining of a form by producing a mesh form for molding concrete using biodegradable plastic. CONSTITUTION:As biodegradable plastic, polyester plastic produced by bacteria is pref. but, for example, biodegradable plastic such as polyethylene mixed with fatty acid polyester may be used. A mesh form 1 formed of the fiber composed of the above-mentioned plastic is filled with an uncured concrete compsn. from the opening part 1' of the form 1 and this filled form is laid on the normal surface or a required place of a river, a water channel or the seashore to age and cure the concrete compsn. to construct a concrete molded object. By this constitution, the form 1 is degraded before long by bacteria in soil to disappear and the natural scenery is not damaged.

3. 发明专利

JPH04297607A BIODEGRADABLE PLASTIC SANDBAG AND RECLAMATION USING THE SAME 失效
公开(公告)号：JPH04297607A
公开(公告)日：1992-10-21
申请号：JP2534791
申请日：1991-01-25
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： HORIUCHI SUMIO , KOSAKA NOBUAKI , WAKABAYASHI SHIGEKI , YONEMURA SOTARO , IIZUKA YOSHIO , YAMAGUCHI HAJIME , NAKAJIMA TOKUJI , TAMAOKI KATSUYUKI , ONOE ATSUO , KOKAYU TSUNEO
IPC分类号： E02B3/04 , C08L101/16 , D07B5/06
摘要： PURPOSE:To eliminate troubles to the work after reclamation and to realize the integration of reclamation filling matter by providing a sandbag which disappears after reclamation, and performing reclamation by using the sandbag filled with filling matter. CONSTITUTION:A sandbag 1a is fabricated by using biodegradable plastics. As the biodegradable plastics, microorganism producing polyester plastics or biologically collapsing plastics (ex. starch-mixing polyethylene) is used. The sandbag is filled with, for example, hardening foundation material, and thrown in and piled in sea for the reclamation for revetment or wave absorbing embankment.

4. 发明专利

JPS63193050A APPARATUS FOR MEASURING HEAT CONDUCTIVITY AND TEMPERATURE CONDUCTIVITY 失效
公开(公告)号：JPS63193050A
公开(公告)日：1988-08-10
申请号：JP2587287
申请日：1987-02-06
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： RIYOUKAI KIMITOSHI , WAKABAYASHI SHIGEKI
IPC分类号： G01N25/18
摘要： PURPOSE:To enhance measuring accuracy, by a method wherein power is supplied to a dummy resistor having the same resistance as a heater from a constant current power source to set the supplied current to a stable state and a current is subsequently supplied to the heater by a change-over switch. CONSTITUTION:A pair of a heater 6 composed of constantan and a temp. sensor 7 composed of a platinum resistor are provided in a thermal probe 1, and a dummy resistor 14, which has resistance equal to that of the heater 6,and the heater 6 are constituted so as to be changed over by a change-over switch 11. The input terminal of the sensor 7 is connected to a thermometer 13 through a converter 12. After the probe 1 is inserted in an sample and a current is supplied to the resistor 14 to be stabilized, the switch 11 is changed over to the heater 6 and the change of the temp. in the probe 7 with the elapse of time is measured from the rising in the temp. of the heater 6 by the sensor 7 to calculate heat conductivity. By this method, measuring accuracy can be enhanced.

5. 发明专利

JP2000168922A STORAGE FACLITIES IN BEDROCK 失效
公开(公告)号：JP2000168922A
公开(公告)日：2000-06-20
申请号：JP34080098
申请日：1998-11-30
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： TERADA TAKEHIKO , SATO TAKANORI , HORIE TATSUMI , HATTA TOSHIYUKI , KUMASAKA HIROO , KINOSHITA NAOTO , WAKABAYASHI SHIGEKI
IPC分类号： E21D11/00 , B65G5/00
摘要： PROBLEM TO BE SOLVED: To support a lining material itself and realize a stable structure by interposing an insulating material with an adhesiveness for insulating between a lining material and backfill metal structurally between the lining material and the backfill metal. SOLUTION: An insulating material 13 for insulating the lining material L and backfill concrete C structurally is interposed therebetween. The insulating material 13 is composed of for example, the asphalt with an adhesiveness. An uneven part 14 is formed on the surface 13a of the opposing side to the backfill concrete C of the insulating material 13. The uneven part 14 ensures the stick between the insulating material 13 and concrete C. In the storage facility in a bedrock constituted like above, the lining material L is adhered to the insulating material 13 by the adhesive force of the insulating material 13. Thereby, the lining material L is supported by itself and a stable structure can be realized.

6. 发明专利

JPH10281888A METHOD FOR PREDICTING ATMOSPHERIC TEMPERATURE UPON PRESSURIZING OR PRESSURE REDUCING 失效
公开(公告)号：JPH10281888A
公开(公告)日：1998-10-23
申请号：JP8266897
申请日：1997-04-01
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： WAKABAYASHI SHIGEKI , KINOSHITA NAOTO
IPC分类号： G01K3/00
摘要： PROBLEM TO BE SOLVED: To predict a temperature change of gas in pressurizing or pressure reducing step by considering a heat input and output at the circumference of a cavity by calculating the change of the gas in the case of pressurizing or pressure reducing the gas and the change in the circumference of the cavity by an unsteady heat transfer analysis. SOLUTION: A specific formula is associated with a normal unsteady heat transfer and thermal stress analysis program, and temperature change of gas upon pressure change due to gas introduction and discharge and temperature change of the cavity circumference can be simultaneously calculated. Thus, in a facility for storing gas under high pressure in an underground cavity, time change of pressurizing and pressure reduction of the gas, gas heat physical property value and cavity shape and cavity circumference heat physical property value are input, temperature change of the gas upon pressurizing or pressure reduction and temperature change of the circumference of the cavity are calculated by an unsteady heat transfer analysis. Thus, the temperature change of the gas in pressurizing and pressure reducing steps by considering heat input and output of the cavity circumference can be predicted.

7. 发明专利

JPH0424390A SAMPLING METHOD FOR UNDISTURBED DEBRIS 失效
公开(公告)号：JPH0424390A
公开(公告)日：1992-01-28
申请号：JP12889990
申请日：1990-05-18
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： WATANABE KOHEI , GOTO SHIGERU , WAKABAYASHI SHIGEKI , SUGANUMA YOSHINORI , ABE TORU
IPC分类号： E21B25/00 , E02D1/04
摘要： PURPOSE:To prevent a sample from being disturbed as well as to lower cost by attaching a protective container onto a sample block which is cut out at a work site, filling a space between the block and the container with foaming resin, and freezing the block thereafter. CONSTITUTION:After a mound is formed within a tunnel, a sample block 5 of debris and the like is cut out of the mound. The block 5 is then covered with a resin film. Then, the block 5 is covered by a protective container 1 composed of half-divided cylindrical bodies 1a and 1b, an upper cover and a lower cover. Foaming resin 6 is then filled in a space between each cylindrical body 1a and 1b and the block 5. Furthermore, the block 5 within the container 1 is then frozen in a freezer.

8. 发明专利

JPH04160338A COLLECTING METHOD FOR UNDISTURBED GRAVEL BLOCK SAMPLE 失效
公开(公告)号：JPH04160338A
公开(公告)日：1992-06-03
申请号：JP28551190
申请日：1990-10-23
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： WATANABE KOHEI , GOTO SHIGERU , WAKABAYASHI SHIGEKI , SUGANUMA YOSHINORI , ABE TORU
IPC分类号： G01N1/04 , E02D1/04 , E21B25/00
摘要： PURPOSE:To enable collection of an undisturbed gravel block sample approximating to the state of the original ground by a method wherein a block sample part is fixed by injecting foaming resin between a holding vessel and the part, the vessel is suspended thereafter, the lower part of the sample part is cut off and the sample part is conveyed. CONSTITUTION:A block sample part A of a gravel layer to be collected is cut out in prescribed dimensions in a hole of a large diameter. Next, a cylindrical holding vessel 1 split in halves are fastened in a plurality of places by hose bands 2 and fixed thereby. After the vessel 1 is put on the sample part A, subsequently, foaming resin 3 is injected to be filled up between them and thereby the sample part A is retained and fixed without being disturbed. Then, an upper cover 4 is put on and fixed by cloth bands 6 with band fixing fittings 5 of the vessel 1 used. The vessel thus prepared is suspended by a wire rope 7 and the sample part A is cut off with the lower end thereof excavated. Then, a lower cover 8 is fixed by cloth bands 9 with the fixing fittings 5 used. This sample part A is lifted by the rope 7, moved and conveyed.

9. 发明专利

JP2003270078A DEVICE AND METHOD FOR VERIFYING SOUNDNESS OF IN BEDROCK HIGH-PRESSURE GAS STORAGE FACILITY 审中-公开
公开(公告)号：JP2003270078A
公开(公告)日：2003-09-25
申请号：JP2002070409
申请日：2002-03-14
申请人： JAPAN GAS ASS , SHIMIZU CONSTRUCTION CO LTD
发明人： ISHIZUKA YOSHIO , WAKABAYASHI SHIGEKI
IPC分类号： E02D29/045 , E21B47/06 , E21D11/00 , E21D13/00 , F17C13/02 , G01B11/16 , G01K11/12 , G01M3/02 , G01M3/38
摘要： PROBLEM TO BE SOLVED: To provide a soundness verifying device for high-pressure gas storage facility in bedrock that is long in life cycle and can monitor the soundness of a storage tank of a lining-type high-pressure gas storage facility in bedrock and the whole bedrock with high accuracy, and to provide a method for verifying the soundness of the storage facility. SOLUTION: An optical fiber 8 constituting the soundness verifying device is laid on both vertical and horizontal reinforcing bars 5a so as to surround the whole outer periphery of the storage tank 4 in back-filling concrete 5. The verifying device always monitors the displacement of the whole outer periphery of the lining type high-pressure gas storage facility in bedrock 1 by measuring a longitudinal strain change or temperature change occurring in the optical fiber 8 continuously or at multiple points as a line or plane. Since one end section of the fiber 8 is connected to a measuring instrument, the instrument can simultaneously measure the strain and temperature of the fiber 8 by switching an optical switch. COPYRIGHT: (C)2003,JPO

10. 发明专利

JP2002276277A MULTIPOINT WATER PRESSURE MEASUREMENT METHOD IN TUNNEL HORIZONTAL BORING 失效
公开(公告)号：JP2002276277A
公开(公告)日：2002-09-25
申请号：JP2001070093
申请日：2001-03-13
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： MIYAKE NORIJI , WAKABAYASHI SHIGEKI , WATANABE KOHEI , TADA HIROYUKI
IPC分类号： E21B47/06 , E21D9/00
摘要： PROBLEM TO BE SOLVED: To grasp an underground water pressure and a water quantity in each water permeable layer distributed in the ground in front of a tunnel working face in the working face position. SOLUTION: A horizontal boring hole 5 is cut to a predetermined depth in the ground in front of a tunnel working face 2, and a water pressure measurement screen tube 10 having a packer 20, which is constructed of a tube inner packer 21 and an outer circumference packer 22 and arranged in a predetermined position in a tube extension to close the inside/outside of the tube, and a clearance water pressure meter 11 arranged in the vicinity of the packet 20 is inserted into the horizontal boring hole 5. By means of a mouth cap 7, the mouse of the horizontal boring hole 5 is closed, while the packer 20 is expanded to close the inside of the screen tube and a clearance between the screen tube outer circumference and the hole wall of the boring hole 5. The inside of a section sectioned by the packer 20 inside the boring hole 5 is filled with underground water flowing in from the water permeable layer passing across the section, and a water pressure is measured in the position of each clearance water pressure meter 11.

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