| 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 | JPS5712011Y2 - | JP944477 | 1977-01-31 | JPS5712011Y2 | 1982-03-10 | |
| 122 | JPS553485B2 - | JP13506776 | 1976-11-10 | JPS553485B2 | 1980-01-25 | |
| 123 | JPS553481B2 - | JP13506876 | 1976-11-10 | JPS553481B2 | 1980-01-25 | |
| 124 | JPS5348510Y2 - | JP3565674 | 1974-03-30 | JPS5348510Y2 | 1978-11-20 | |
| 125 | JPS53105451U - | JP944477 | 1977-01-31 | JPS53105451U | 1978-08-24 | |
| 126 | Device of mixing steel fiber for strengthening concretes | JP13506776 | 1976-11-10 | JPS5359235A | 1978-05-27 | YAMAKAWA SUMIO; SHIRAKAWA KIYOSHI; KOYAMA SEIICHI; MATSUMOTO YOSHIHISA |
| 127 | JPS5114183Y2 - | JP2494071 | 1971-04-06 | JPS5114183Y2 | 1976-04-15 | |
| 128 | JPS4724826U - | JP2494071 | 1971-04-06 | JPS4724826U | 1972-11-20 | |
| 129 | Reinforcement method of the time of construction of the pavement structure, pavement structure of the reinforcement and materials supply method and apparatus as well as the distribution muscle function with material supply device of the time of construction | JP3001199 | 1999-02-08 | JP4036999B2 | 2008-01-23 | 良介 松下; 智彦 田中 |
| 130 | Continuous high tension reinforced concrete pavement structure | JP23754694 | 1994-09-30 | JP3563458B2 | 2004-09-08 | 良一 佐藤; 正義 倉重; 洋一 阿部; 紘一 阿部 |
| 131 | Bar arrangement method in constructing pavement structure, supplying method for bar arrangement and materials in constructing pavement structure, device thereof, and material supplying device with bar arrangement function | JP3001199 | 1999-02-08 | JP2000226810A | 2000-08-15 | TANAKA TOMOHIKO; MATSUSHITA RYOSUKE |
| PROBLEM TO BE SOLVED: To easily arrange bars when a pavement structure is continuously constructed while hardening and forming materials such as concrete in a predetermined shape. SOLUTION: In a bar arrangement method, consecutively vertical reinforcements 6 of two or more rows are one-sided to at least one of side parts of a base to install in a gathering state. Subsequently, horizontal reinforcements 7 are sequentially arranged on a part of a predetermined length of the vertical reinforcements 6, and are moved from an installing position to install at a final position so that the part of the predetermined length along the other end part from one end part of the vertical reinforcements 6 are sequentially set to a state that intervals of each row extend from the gathering state, and then, the vertical reinforcements 6 and the horizontal reinforcements 7 installed at the final position are sequentially fixed. | ||||||
| 132 | Slip-form paver for road paving | JP33727296 | 1996-12-17 | JP2981180B2 | 1999-11-22 | URURITSUHI ARUFURETSUDO |
| 133 | Slip form paver for road pavement | JP33727296 | 1996-12-17 | JPH09184107A | 1997-07-15 | URURITSUHI ARUFURETSUDO |
| PROBLEM TO BE SOLVED: To lay out a high quality concrete pavement capable of being treaded on immediately after the placement of concrete based on a slip form paver. SOLUTION: In a concrete road constructing slip form paver, at least one transverse direction distribution device Q1, one stripper device 21, one strip form G1 and one pavement screed are provided on a support frame T. The concrete pavement screed is a high compaction pavement screed H1 where the screed is floatingly pivoted on a towing point 9 of the support frame T at least by a pair of right and left extension bars 11 laid out substantially on a base P. The towing point 9 is provided separately in front of the screed. | ||||||
| 134 | Reinforced concrete pavement method and reinforcement device | JP34732193 | 1993-12-24 | JPH07180106A | 1995-07-18 | TAKASU MOTOYUKI |
| PURPOSE: To provide a reinforced concrete pavement technique which is maintenance free and capable of saving manpower dramatically and enhancing construction efficiency as well. CONSTITUTION: Coils 20, which constitute horizontal reinforcements 21 and vertical reinforcements 22, are loaded on a reinforcement device 10. The vertical reinforcements 22 and the horizontal reinforcements 21 are continuously placed on the surface of a road while the reinforcement device 10 is adapted to run. Concrete is placed with a concrete placement truck 40 running after the reinforcement device 10, thereby paving the road with the reinforced concrete. COPYRIGHT: (C)1995,JPO | ||||||
| 135 | Slide mold frame machine for constructing concrete pavement | JP24221584 | 1984-11-16 | JPS60119802A | 1985-06-27 | JIYANNPIEERU OUGOYAARU |
| 136 | JPS5732646B2 - | JP7871276 | 1976-07-01 | JPS5732646B2 | 1982-07-12 | |
| 137 | Method of strengthening construction of surface layer of concretes | JP13506876 | 1976-11-10 | JPS5359236A | 1978-05-27 | YAMAKAWA SUMIO; SHIRAKAWA KIYOSHI; KOYAMA SEIICHI |
| 138 | JPS50125235U - | JP3565674 | 1974-03-30 | JPS50125235U | 1975-10-14 | |
| 139 | 철근 자동 배근 장치 | KR1020190151150 | 2019-11-22 | KR102250879B1 | 2021-05-12 | |
| 140 | 철근 유도고정 장치 | KR1020150041779 | 2015-03-25 | KR101559578B1 | 2015-10-15 | 양정식; 김종섭; 김상학; 전범준; 박종원 |
| 본발명은연속철근콘크리트포장에사용되는철근유도고정장치에관한것이다.이를위하여본 발명은연속철근콘크리트포장에사용되는철근유도고정장치에있어서, 상기철근유도고정장치는횡방향으로나열된복수의가이드튜브가튜브프레임에구비되되, 상기튜브프레임은양 단부에구비되는프레임서포터에의하여높이가조절되어수직방향으로허용공차내에철근이배근되도록하는철근유도부와상기철근유도부의후방에위치하여철근이허용공차내에배근되어진상태에서콘크리트를시,공간적으로동시에타설하는호퍼부를포함하는것을특징으로한다. | ||||||
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