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51. 发明专利

JPH0726882A SHIELD EXCAVATOR AND LINING METHOD OF SHIELDED TUNNEL 失效
公开(公告)号：JPH0726882A
公开(公告)日：1995-01-27
申请号：JP20095391
申请日：1991-08-09
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： KAZAMA HIROSHI , ISHIZAKI HIDETAKE , NISHIMURA SHINICHI , KAWAKAMI FUSAO , SHIGETA YASUHIKO , OTSUKA MASAYUKI , ARASHI TAKICHI , IMAI MINORU , KAWAI TORU
IPC分类号： E21D9/06 , E21D11/10
摘要： PURPOSE:To maintain the pressure of a lining material at a value higher than the earth pressure and water pressure of a bedrock when a curve is executed. CONSTITUTION:A skin plate 11 as a shell, a cutter device 12 excavating a bedrock and a propulsive Jack 13 are provided. The tail section of the skin plate 11 consists of an external cylinder 20 and internal cylinders 21a, 21b double formed inside the external cylinder 20 in diameters smaller than the external cylinder 20. A concrete piston chamber 23 is installed between these internal cylinders 21a, 21b, and an extrusion piston 24 is housed into the concrete piston chamber 23 slidably before and behind by a pressure holding jack 25. A rotatable connecting section 72 is mounted on the rear section of a shielding excavator 10. The pressure holding jack is made to correspond to the pressure of a bedrock even when a curve is carried out, and the pressure of concrete can be kept at a value higher than the earth pressure and water pressure of the bedrock at all times.

52. 发明专利

JPH06272350A WALL PANEL 失效
公开(公告)号：JPH06272350A
公开(公告)日：1994-09-27
申请号：JP8927093
申请日：1993-03-24
申请人： SHIMIZU CONSTRUCTION CO LTD , SHINETSU POLYMER CO , ASAHI GLASS CO LTD
发明人： ONO TADASHI , IMAI MINORU , SHIMIZU TOSHIO , MITSUHASHI KIMIYUKI , TABEI HIDEKI , KOJIMA HIROSHI , NOGUCHI MITSUO
IPC分类号： E04B2/72 , E04B2/88 , E04C2/38 , E06B3/54
摘要： PURPOSE:To obtain a better reflection image by making an aluminum mounting member having a pi-shaped long and narrow section adhere to an edge of the rear of a plate-like member such as glass, etc., with a thermosetting silicon rubber adhesive. CONSTITUTION:A heat reflecting glass having a heat reflecting layer 12 on the rear of a plate-like member 11 such as glass, etc., is formed. An aluminum mounting member 14 is made to adhere to an edge of the rear of the plate-like member 11 with a thermosetting silicone adhesive 13 to form a wall panel. After that, the aluminum mounting member 14 is divided into a plurality of divisions, and interlocking members are interlocked with two grooves of the mounting member 14 to mount it to a building. Accordingly, even size of the plate-like member is large, a panel having a reflection image with less strain without increasing thickness.

53. 发明专利

JPH0586728A MANUFACTURE OF CONCRETE 失效
公开(公告)号：JPH0586728A
公开(公告)日：1993-04-06
申请号：JP3096391
申请日：1991-02-26
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： IMAI MINORU , KURAMOCHI MITSUGI
IPC分类号： E04G21/02
摘要： PURPOSE:To reduce the dispersion of the quality such as compression strength of concrete and reduce the cement quantity. CONSTITUTION:A transmitter 3 and a receiving device 4 for transmitting and receiving electromagnetic waves are installed in a measuring bottle 1 for measuring sand and gravel 9. In a surface water quantity calculation device 7, the surface water quantity of the sand and gravel is calculated from the damping quantity of the electromagnetic waves, and the kneading mixed water quantity is corrected according to the surface water quantity, and concrete is manufactured.

54. 发明专利

JPH0469100B2 失效
公开(公告)号：JPH0469100B2
公开(公告)日：1992-11-05
申请号：JP11161084
申请日：1984-05-31
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： OKADA TAKEJI , SAWAIDE MINORU , IMAI MINORU , TACHIBANA DAISUKE
IPC分类号： C04B20/10 , C04B20/12 , C08G59/00 , C08G59/62 , C08L63/00

55. 发明专利

JPH0328757A HIGH-DAMPING PROBE 失效
公开(公告)号：JPH0328757A
公开(公告)日：1991-02-06
申请号：JP16485789
申请日：1989-06-26
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： KURAMOCHI MITSUGI , IMAI MINORU
IPC分类号： G01B17/02 , G01N29/24 , H04R17/00
摘要： PURPOSE:To obtain ultrasonic wave information which is useful for an ultrasonic test of a structure of concrete, etc., and to improve the accuracy of the ultrasonic test by mounting a low-frequency damper material on a vibrator. CONSTITUTION:The probe is constituted by fixing a front plate 2 to the opening part of a metallic case 1 and also fixing the vibrator 3 on the front plate. Further, a plug 5 is connected to an ultrasonic testing device and electric pulses which are supplied from the testing device are supplied to the vibrator 3 and converted into ultrasonic pulses, which are transmitted, but a difference from a conventional probe is that the low-frequency damper material 4 is mounted on the reverse surface side of the vibrator 3. Then unnecessary low-frequency vibration of the vibrator 3 is absorbed by the low-frequency damper material 4, so complicate vibration never lasts for a long time, a sent wave and a received wave can be discriminated clearly, and ultrasonic wave information on a reception frequency, the amplitude of the received wave, etc., is obtained. Further, the frequency characteristics that the probe has can be made wide in band, and consequently performance which is applicable to an ultrasonic testing device with a variable frequency is provided.

56. 发明专利

JPH0313859A METHOD FOR MEASURING COMPRESSIVE STRENGTH OF CONCRETE USING ULTRASONIC WAVE 失效
公开(公告)号：JPH0313859A
公开(公告)日：1991-01-22
申请号：JP14986289
申请日：1989-06-13
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： KURAMOCHI MITSUGI , IMAI MINORU
IPC分类号： G01N29/00
摘要： PURPOSE:To improve the accuracy of estimation for the propagation characteristics of ultrasonic wave in concrete and the compressive strength of the concrete by obtaining longitudinal-wave amplitude, longitudinal-wave sound speed, received frequency of longitudinal wave, transverse-wave amplitude, transverse-wave sound speed and received frequency of transverse wave of received ultrasonic wave pulses, and estimating the compressive strength based on said six kinds of the ultrasonic wave data. CONSTITUTION:Ultrasonic wave pulses are transmitted from a probe 2, transmitted through a contact medium 4, concrete 1 and a contact medium 5 and received with a probe 3 which is a receiver. The received wave is displayed on an oscilloscope 6. The positions of the probes 2 and 3, the transmitted frequency and the like are adjusted so that the amplitude of the transmitted pulse on the oscilloscope 6 becomes the maximum amplitude. Thus, the ultrasonic wave suitable for the quality of the concrete 1 can be transmitted. Propagating speeds, received frequencies and transmitted-pulse amplitudes are obtained for the longitudinal wave and the transverse waves, respectively. The compressive strength is estimated by using said six kinds of the ultrasonic wave data.

57. 发明专利

JPH0312509A METHOD AND DEVICE FOR MEASURING INTERNAL GAP IN CONCRETE USING ULTRASONIC WAVE 失效
公开(公告)号：JPH0312509A
公开(公告)日：1991-01-21
申请号：JP14747689
申请日：1989-06-09
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： KURAMOCHI MITSUGI , IMAI MINORU
IPC分类号： G01B17/00 , G01N29/04
摘要： PURPOSE:To improve measurement accuracy as to the thickness of a concrete specimen and the position of the internal gap by varying the oscillation frequency of ultrasonic pulses, using a low-frequency longitudinal-wave probe which provides high damping as a probe, and further sending modulated pulses. CONSTITUTION:A variable frequency transmitting means 11 is provided in order to send ultrasonic wave pulses of frequency corresponding to the quality of concrete from the probe 12. Therefore, the ultrasonic wave pulses are prevented from being scattered and attenuated in a concrete slab. The ultrasonic wave pulses 14 sent out of the probe 12 are reflected by the bottom surface of the concrete slab and internal gap and the reflected wave 15 is detected by the probe 12 and a displayed as a waveform on a display means 13 such as an oscilloscope. Further, the sent pulses 14 are modulated and the low-frequency, longitudinal-wave probe which provides high damping is used as the probe 12 to shorten the pulse width of the sent pulses. Therefore, the sent pulses and reflected wave are prevented from overlapping with each other.

58. 发明专利

JPS63144152A ARTIFICIAL LIGHTWEIGHT AGGREGATE 失效
公开(公告)号：JPS63144152A
公开(公告)日：1988-06-16
申请号：JP29206386
申请日：1986-12-08
申请人： SHIMIZU CONSTRUCTION CO LTD , TOKYO YOGYO KK
发明人： OKADA TAKEJI , IMAI MINORU , TACHIBANA DAISUKE , ARIGA KIKUO , MAEHARA YASUSHI
IPC分类号： C04B14/12

59. 发明专利

JP2000178057A VEGETATION CONCRETE AND ITS PRODUCTION 失效
公开(公告)号：JP2000178057A
公开(公告)日：2000-06-27
申请号：JP35553598
申请日：1998-12-15
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： IMAI MINORU , TANAKA HIROICHI
IPC分类号： A01G1/00 , B28B1/14 , C04B14/10 , C04B28/02 , C04B38/00 , C04B103/00 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To produce vegetation concrete which ensures water holding property, reliably maintains its water holding and a holding state and can efficiently applicate greening on the ground, a surface of a slope or the like, by using a bentonite ore aggregate as a coarse aggregate. SOLUTION: The vegetation concrete 1 consists of an artificial aggregate 2, cement, water, a fine aggregate and an admixture. The artificial aggregate 2 comprises a bentonite ore aggregate as a coarse aggregate or is formed by mixing a pulverized bentonite ore aggregate with a fertilizer or the like necessary for planting. When water is supplied to the concrete 1, the bentonite ore aggregate absorbs the water, swells and ensures the water, and the growth of the roots of a plant is promoted by the softening of the bentonite ore aggregate. Production efficiency is enhanced by forming concrete or porous concrete blocks and handling is simplified even in application to a surface of a slope or the like.

60. 发明专利

JPH11270292A SHIELD TUNNEL AND SEGMENT USED THEREFOR AND SHIELD TUNNELING METHOD 失效
公开(公告)号：JPH11270292A
公开(公告)日：1999-10-05
申请号：JP7270798
申请日：1998-03-20
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： KAZAMA HIROSHI , ONOE ATSUO , TAMAOKI KATSUYUKI , IMAI MINORU , SHIGETA YASUHIKO , INOUE KEIMEI
IPC分类号： E21D11/10 , E21D11/00 , E21D11/14
摘要： PROBLEM TO BE SOLVED: To provide a shield tunnel, in which the adhesive strength of a segment and backfilling fillers is improved and the construction cost of the tunnel can be reduced, and the segment used for the shield tunnel and a shield tunneling method. SOLUTION: In the shield tunnel 1, irregularities 6 are formed to the outer circumferential surface of a lining-body main body 3 composed of each segment S1 by installing flat bars 7 on the external surfaces 5 of these segments S1, and adhesive strength with backfilling fillers 4 filled on the outer circumferential side of the lining-body main body 3 is increased. The flat bars 7 are mounted beforehand before the assembly of the segments S1 for constructing such a shield tunnel 1.

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