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 |