序号 专利名 申请号 申请日 公开(公告)号 公开(公告)日 发明人
121 JPH0253563B2 - JP1391485 1985-01-28 JPH0253563B2 1990-11-19 KAZAOKA KYOHISA
122 JPS6124483B2 - JP13905278 1978-11-10 JPS6124483B2 1986-06-11 KAMEI SUSUMU
123 JPS58149407U - JP4635182 1982-03-31 JPS58149407U 1983-10-07
124 JPS5712011Y2 - JP944477 1977-01-31 JPS5712011Y2 1982-03-10
125 JPS5612642B2 - JP924977 1977-02-01 JPS5612642B2 1981-03-24
126 JPS5348510Y2 - JP3565674 1974-03-30 JPS5348510Y2 1978-11-20
127 JPS53105451U - JP944477 1977-01-31 JPS53105451U 1978-08-24
128 Stationary structure for concrete pavement form JP924977 1977-02-01 JPS5396228A 1978-08-23 TAKATANI HIDEO
129 Ensekikeiseifusetsusochi JP14328475 1975-12-01 JPS5178034A 1976-07-07 CHAARUZU II JENINGUSU JUNIA; JON ERU KAGURU
130 JPS50124735U - JP3517274 1974-03-29 JPS50124735U 1975-10-13
131 JPS49117512A - JP2227273 1973-02-26 JPS49117512A 1974-11-09
132 Formwork material height adjustment device JP2007111208 2007-04-20 JP4891138B2 2012-03-07 仁 内山; 考史 松本; 博俊 齊藤
133 Mold support stand for concrete molding JP2004088707 2004-03-25 JP2005273307A 2005-10-06 TAKAHASHI TETSUO
PROBLEM TO BE SOLVED: To stably support an uplifted state of a molding form as thick as the thickness of the floor part of the molding frame of the wall part continuously integrally erected from the floor part of the concrete structure. SOLUTION: The female screw caps 15, 16 having wide anchor flanges 17, 18 are formed of a pair of upper and lower concrete made grounding blocks 11, 12 integrally embedded and one screw support 19 screwed with the mutual female screw caps 15, 16 oppositely facing each other. By relative rotary operation of one or both of the grounding blocks 11, 12 with the screw support 19, the installation height T corresponding to the thickness of the floor X in the concrete building M is determined so that the height T can be adjusted. COPYRIGHT: (C)2006,JPO&NCIPI
134 Repair method for circumference of lid frame for manhole JP2002352850 2002-12-04 JP2004183362A 2004-07-02 FUJIMOTO DAIZO
PROBLEM TO BE SOLVED: To efficiently perform raising work in the existing manhole. SOLUTION: In this repair method for the circumference of the lid frame in the manhole M where the lid frame 2 is provided on the upper end of a cylindrical neck seat 1 raised from the underground conduit and a lid 3 is fitted to the lid frame 2, a receiving member 7 striding over the top face of the neck seat 1 is fixed at both ends thereof to the ground G, a raising member 8 having horizontal locking surfaces 8a, 8b confronting the upper end and lower end is provided on the receiving member 7 to elevate, and the lower end locking surface 8b is locked on a collar part 2a in the inner periphery of the lid frame 2. A jack 5 is placed on the receiving member 7, a plunger 5a of the jack 5 is applied to the upper end locking surface 8a from below, and the raising member 8 is elevated by the operation of the jack 5. When the raising member 8 is elevated, the lid frame 2 is raised to a designated height by the above locking, the height is kept to the neck seat 1 by a pedestal receiving bolt 9 vertically screwed in the lid frame 2 to fix the lid frame 2 to the neck seat 1, and the periphery of the lid frame 2 and the lower part thereof are filled with repairing material. COPYRIGHT: (C)2004,JPO&NCIPI
135 Positioning and fixing of civil engineering for the frame pillar method and positioning bracket used to it JP3759695 1995-02-02 JP2700306B2 1998-01-21 重夫 原; 重治 原
136 Molding method of road curb JP30944292 1992-10-22 JPH0721170B2 1995-03-08 博孝 ▲よし▼田
137 Frame for forming road curb stone JP30944392 1992-10-22 JPH06167004A 1994-06-14 YOSHIDA HIROTAKA
PURPOSE: To improve the work efficiency of constructing curb stones and to simplify the works for the foundation part so as to reduce the execution period. CONSTITUTION: A leg 8 lockable in a support member 3 disposed on the foundation of the road and a lower opening part 9 laid on the foundation in such a manner as possible to communicate with a pavement layer are provided on the lower end part of a frame 1 formed in the shape of a curb stone by synthetic resin, inner ribs 6 are formed on the side end areas, and a filling port 4 for pouring ready mixed concrete is formed on the upper end area. On the other hand, an outer peripheral grove 12 enbageable with the inner rib 6 of the frame 1 is formed on a hollow drum 11 of a bracket 2 formed in such a manner as capably of being fitted to the frame, and the frames 1 are formed to be connectable to each other in series. COPYRIGHT: (C)1994,JPO&Japio
138 Civil engineering and construction for Russia - load cell JP5612787 1987-04-14 JPH0620990Y2 1994-06-01 ▲こう▼娥 ▲高▼楊
139 JPH04119804U - JP3225091 1991-04-10 JPH04119804U 1992-10-27
140 Paving method JP22744789 1989-09-04 JPH0390702A 1991-04-16 USUHA TADASHI; ISHIMASA KAZUO; MURATA NOBUYUKI
PURPOSE: To securely and easily position and fix a form as well as to improve the quantity of pavement and the economical efficiency by a method wherein after the form is securely positioned by means of magnets, a paving material is uniformly laid. CONSTITUTION: Cleaning processing is applied on a steel floor board 11 serving as a magnetic member disposed on a bridge, and bitumen, a rubber series adhesive are applied on the steel floor board 11 to form an adhesive layer 12. A form 13 is arranged along a paving lane to provide a paving width, and positioned so that magnets 14 are brought into contact with the outer side wall of the form 13. A plurality of the magnets 14 are disposed along the form 13, and are attracted to the steel floor board 11. After the form 11 is positioned and secured by means of the magnets 14, goose asphalt 15 is laid. This method enables reliable and easy positioning and securing of the form 11. COPYRIGHT: (C)1991,JPO&Japio
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