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1. 发明专利

JPH04113015A APPARATUS AND METHOD FOR SECURING LOCK BOLT 失效
公开(公告)号：JPH04113015A
公开(公告)日：1992-04-14
申请号：JP23374590
申请日：1990-09-04
申请人： NISHIMATSU CONSTR CO LTD , AARU DEI METARU KK
发明人： TERAMOTO KATSUZO , MATSUMOTO YUJI
IPC分类号： E21D20/00 , F16B35/04
摘要： PURPOSE:To improve operativity and fixing property without using fixer with simple manufacture by forming an extrusion deformed part on a movable member fitted into an outer pipe member and pulling an inner face of the outer pipe member by means of movement of the movable member to push out an outer face. CONSTITUTION:Into a wave-shaped movable member 5 having an extrusion deformed part 6 in wedges in an equal pitch along a lengthwise direction, an outer pipe member 4 having a similar wave shape is fitted to form an insertion member 3. Then this insertion member 3 is inserted into an insertion hole 2, and the outer pipe member 4 is fixed by a washer 8 so that the movable member 5 is pulled from the outer pipe member 4 wherein the extrusion deformed part 6 is pushed against the inner face of the insertion hole 2 to be deformed, and the outer pipe member 4 is fixed to the hole 2. Therefore operativity is good, manufacture is easy, mass production is supported and rigid fixing is possible.

2. 发明专利

JPH03250200A TIMBERING LOCK BOLT AND MANUFACTURE THEREOF 失效
公开(公告)号：JPH03250200A
公开(公告)日：1991-11-07
申请号：JP4900290
申请日：1990-02-28
申请人： AARU DEI METARU KK , NISHIMATSU CONSTR CO LTD
发明人： NATSUME SHOSUKE , TERAMOTO KATSUZO
IPC分类号： E21D20/00
摘要： PURPOSE:To manufacture a timbering construction lock bolt excellent in durability by forming a hollow cylindrical unit, parallelly provided with a plurality of protrusive streaks, by rolling and a helical protrusive streak in the peripheral surface of the hollow cylindrical unit and providing connection parts of a drifter and a bit in both ends. CONSTITUTION:A hollow cylindrical unit 5 is formed by hot rolling, and protrusive streaks 6' are parallelly provided in the peripheral surface of the hollow cylindrical unit 5 by rolling. Next, the hollow cylindrical unit 5, whose both ends are fixedly held, is twisted at a cold temperature to work the protrusive streak 6' and a stopper protrusive streak 7' into helical protrusive streak 6 and stopper protrusive streak 7, and thread work, which serves as a drifter connecting part 3 and a machine drilling bit connecting part 4, is applied to both end parts. A machine drilling bit 8 is screw-mounted to the point end of this lock bolt and to a drifter 2 of a drilling machine 1 through a connecting cylinder 10. The machine drilling bit 8 is turned and knocked by actuating the drifter 2 to excavate the ground surface. In this way, sediment or the like can be well discharged from an excavation hole.

3. 发明专利

JPH0841455A PRODUCTION OF ULTRAFINE SLURRY HAVING HIGHLY DISPERSED AND LOW VISCOUS STATE AND METHOD FOR SOLIDIFYING GROUND BY POURING THE ULTRAFINE SLURRY 失效
公开(公告)号：JPH0841455A
公开(公告)日：1996-02-13
申请号：JP17875094
申请日：1994-07-29
申请人： JAPAN FOUND ENG , NISHIMATSU CONSTR CO LTD
发明人： TERADO YASUTAKA , TERAMOTO KATSUZO , MATSUI KENICHI , HARADA KOJI
IPC分类号： E02D3/12 , B01F3/12 , B28C1/04 , C04B7/24 , C04B7/34 , C09K17/06 , C09K17/10
摘要： PURPOSE:To surely obtain the slurry excellent in penetration and accordingly capable of exhibiting excellent penetrating performance into very small crackings, etc., when poured into the ground for improving water-barrier effect, etc., of the ground by disintegrating and stirring the mixture of an ultrafine particle material, a dispersant and water by a disintegrator. CONSTITUTION:This slurry is obtained by disintegrating an ultrafine particle material into a nearly primary particle state when the ultrafine particle material (e.g. silica fume and slaked lime), a dispersant and water are mixed. Further, after the ultrafine particle material, water and 0.5wt.% of ethylene glycol or amine dispersant are disintegrated and stirred with a disintegrator, a melamine-, a polycarboxylic acid- or lignin-based dispersant is preferably added at the final stage in an amount of 3-4wt.% because this enables the improvement of disintegration efficacy. An example of the disintegrator includes a stirring- type ball mill, etc. Disintegration time is selected from a rage from 30min to 5hr depending on particle characteristics.

4. 发明专利

JPH03180697A TRUSS TYPE TIMBERING AND TUNNEL EXCAVATION METHOD EMPLOYING TRUSS TIMBERING 失效
公开(公告)号：JPH03180697A
公开(公告)日：1991-08-06
申请号：JP31911089
申请日：1989-12-08
申请人： NISHIMATSU CONSTR CO LTD
发明人： TERAMOTO KATSUZO
IPC分类号： E21D11/18 , E21D17/01
摘要： PURPOSE:To perform reliable and easy execution of a work by arranging a plurality of beam main materials, curved in the same shape as an excavating sectional shape, in juxtaposition at intervals of a proper distance, integrally forming the beam main materials in the shape of a truss by means of a helical lattice material, and effecting concrete lining the beam main material serving as a reinforcing bar material. CONSTITUTION:Two or more beam main materials 1 curved along an excavating sectional shape are arranged in juxtaposition with a distance therebetween, and the beams 1 are intercoupled in the shape of a truss by means of a helical lattice material 2 to build a timbering A0. The timbering A0 is divided into a plural pieces A1, A2..., which are capable of being intercoupled by means of end plates 4. The timbering A0 is located in a tunnel and is coupled to an existing part by means of tie rods 6 for securing. The timbering A0 is deformed and located in an oblique shape, a twist shape, or a helical shape, where necessary. Further, concrete may be placed by using the beam main materials serving as a reinforcing bar material. This method performs execution of a work having load capacity and rigidity and excellent following-up properties.

5. 发明专利

JP2002047896A CONSTRUCTION METHOD FOR ISOLATION LAYER 失效
公开(公告)号：JP2002047896A
公开(公告)日：2002-02-15
申请号：JP2000233479
申请日：2000-08-01
申请人： NISHIMATSU CONSTR CO LTD
发明人： TERAMOTO KATSUZO , ITO TADAHIKO , MATSUI KENICHI , SHIODA KAZUJI
IPC分类号： E21D11/38
摘要： PROBLEM TO BE SOLVED: To provide a construction method for an isolation layer easily constructed and attaining positive isolation. SOLUTION: Shotcrete 1 is sprayed onto the excavated natural ground, and spring water permeable unwoven fabric 3 is stuck as a permeation layer onto the shotcrete 1. Elastic mortar 4 with elasticity even after hardened is sprayed onto the unwoven fabric 3 to construct the isolation layer 2. Lining concrete 5 is placed on the isolation layer 2. The isolation layer 2 thereby isolates the shotcrete 1 from the lining concrete 5.

6. 发明专利

JPH1122390A FORM DEVICE FOR TUNNEL LINING AND LINING METHOD USING THE SAME 失效
公开(公告)号：JPH1122390A
公开(公告)日：1999-01-26
申请号：JP17847897
申请日：1997-07-03
申请人： NISHIMATSU CONSTR CO LTD , GIFU KOGYO KK
发明人： TERAMOTO KATSUZO , ICHIJO TOSHIYUKI , KITAGAWA TSUTOMU , INAGAWA YUKIHISA , AIZAKI TAKESHI
IPC分类号： E21D11/10 , E04G9/10 , E04G11/34
摘要： PROBLEM TO BE SOLVED: To improve execution by supporting the lower end of an arch form along a tunnel inner wall by a lock bolt reinforcing soil and mountain of a tunnel invert part. SOLUTION: A moving form device for tunnel lining 1 is constituted of an arch form 2, a moving frame 20 integrally supporting the form 2 and a lock bolt 4, and an excavated face is disposed in a primarily lined tunnel adit 6. At this time, both lower ends of the form 2 is supported by the bolt 4 fixed in soil and mountain 5. Next, the frame 20 is composed of a gate gantry carrier providing a frame leg part 22 downward of the four corner of a working floor part 21, a self-traveling device 23 is provided on the lower end of the leg 22, and movable on a rail 31a provided in the direction of excavation. At the time of execution, since self-weight of the form 2 and side pressure of concrete placed in a space part 21 are received by the form 2 and the bolt 4, a structural body holding the form 2 in an adit 6 need not be particularly provided. As a result, structure is simplified to reduce a cost, and a sufficient working space is secured to improve efficiency.

7. 发明专利

JPS61176764A SPRAYING OF CONCRETE 失效
公开(公告)号：JPS61176764A
公开(公告)日：1986-08-08
申请号：JP1766285
申请日：1985-01-31
申请人： NISHIMATSU CONSTR CO LTD , FUJI BUSSAN CO LTD
发明人： TERAMOTO KATSUZO , KASHIWA TADANOBU
IPC分类号： E04G21/02 , E21D11/10

8. 发明专利

JP2002047897A CONSTRUCTION METHOD FOR ISOLATION LAYER 失效
公开(公告)号：JP2002047897A
公开(公告)日：2002-02-15
申请号：JP2000233480
申请日：2000-08-01
申请人： NISHIMATSU CONSTR CO LTD
发明人： TERAMOTO KATSUZO , MATSUI KENICHI , SHIODA KAZUJI
IPC分类号： E21D11/38
摘要： PROBLEM TO BE SOLVED: To provide a construction method for an isolation layer easily and surely attaining isolation using a super-retarder. SOLUTION: Unwoven fabric 6 is stuck as a permeation material to the surface of shotcrete 1 sprayed onto the excavated natural ground. An isolation sheet 1 comprising a waterproof sheet 2 and a sheet 4 filled with the super- retarder 3 is stuck onto the unwoven fabric 6 so that the waterproof sheet 2 is on the unwoven fabric 6 side, and lining concrete 7 is further placed on the isolation sheet 1. Before the lining concrete 7 is hardened, the sheet 4 with the super-retarder 3 is dissolved to allow the super-retarder 3 to flow out, thus forming a hardening failure part 8 in the lining concrete 7. The hardening failure part 8 isolates the shotcrete 5 from the lining concrete 7.

9. 发明专利

JP2001021299A METHOD FOR BLASTING EXCAVATION 失效
公开(公告)号：JP2001021299A
公开(公告)日：2001-01-26
申请号：JP19201799
申请日：1999-07-06
申请人： NISHIMATSU CONSTR CO LTD
发明人： TERAMOTO KATSUZO
IPC分类号： F42D3/04 , E21D9/00 , F42D1/08
摘要： PROBLEM TO BE SOLVED: To extend a blasting length and thereby to improve the speed of execution of work by making the amount of overbreak smaller than usual by contriving disposition of blast holes. SOLUTION: In this method, blast holes 3 having a depth of 1/2L (half of a usual one) are bored almost at the same positions as those of prior-art blast holes 5 in a cutting face 2 of an underground cavity 1 and, moreover, blast holes 4 having a depth L are bored on the side inward by about d2 from the blast holes 3. By blasting explosives charged in these blast holes 3 and 4, the underground cavity 1 is excavated by utilizing an SB effect. Although the amount of excavation per one blast is L, almost the same as the usual one, accordingly, the blast holes 3 and 4 lie deep radially only by d2=1/2×d1, i.e., half of a usual depth, from a design side face 1a and, therefore, the amount of overbreak is reduced to half of the usual one.

10. 发明专利

JPH10259696A CONTINUOUS LINING EXCAVATION METHOD 失效
公开(公告)号：JPH10259696A
公开(公告)日：1998-09-29
申请号：JP6489397
申请日：1997-03-18
申请人： NISHIMATSU CONSTR CO LTD
发明人： MIZUMOTO SADAO , TERAMOTO KATSUZO , NAGAMASA HAJIME , MIZUKOSHI SHIRO , ICHIJO TOSHIYUKI
IPC分类号： E21D9/10 , E21D11/10
摘要： PROBLEM TO BE SOLVED: To establish a tunnel excavating method, in particular for a mountain tunnel, which allows simultaneous execution of excavation and the lining without generating dust and causing a material loss when the internal wall surface of the tunnel undergoes a lining. SOLUTION: A tunnel excavating method for the facing 60 of a tunnel consists of; installing an air tube along the internal circumference of the excavated tunnel inside wall, encapsulating air in the air tube so as to form a concrete form, placing concrete between the concrete form of air tube and the tunnel inside wall, and lining its inside with concrete as the lining. The lining is performed at the same time as the excavating process for the facing 60 from the space formed inside the concrete form with the air tube, and the tunnel is achieved through continued cycles of these processes. This simplifies the cycle time of tunnel construction works to lead to cost-down of executing the works.

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