JPS57169116A - Placement of concrete - Google Patents
Placement of concreteInfo
- Publication number
- JPS57169116A JPS57169116A JP5481981A JP5481981A JPS57169116A JP S57169116 A JPS57169116 A JP S57169116A JP 5481981 A JP5481981 A JP 5481981A JP 5481981 A JP5481981 A JP 5481981A JP S57169116 A JPS57169116 A JP S57169116A
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- steel plate
- concrete
- jack
- lifted
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/34—Horizontally-travelling moulds for making walls blockwise or section-wise
Abstract
PURPOSE:To easily lay concrete on an offshore structure by a method in which a formwork whose one end is bendable so as to enlarge the distance between it and a steel plate constituting the outer face of the offshore structure is set in a facing manner to the steel plate. CONSTITUTION:A fixed distance is kept between a steel plate 5 constituting the outer face of a marine (or offshore) structure 20 and a formwork 7 with the interposition of a dowel 6. The lower part of the formwork 7 is pushed against the steel plate 5 and the upper part of the formwork 7 is separated from the steel plate 5 by pulling and bending it by a jack 15. Then, concrete 21 is poured into between the upper part of the formwork 7 and the steel plate 5 through an upper hopper 10 and a lower hopper 8, and then the jack 15 is extended and at the same time the hoppers 10 and 8 are lifted. After the concrete has set, the formwork 7 is lifted and bent by a winch 13, and the formwork 7 is straightened linearly while placing the concrete 21.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5481981A JPS602447B2 (en) | 1981-04-10 | 1981-04-10 | Concrete pouring method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5481981A JPS602447B2 (en) | 1981-04-10 | 1981-04-10 | Concrete pouring method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS57169116A true JPS57169116A (en) | 1982-10-18 |
JPS602447B2 JPS602447B2 (en) | 1985-01-22 |
Family
ID=12981295
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5481981A Expired JPS602447B2 (en) | 1981-04-10 | 1981-04-10 | Concrete pouring method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS602447B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6225669A (en) * | 1985-07-26 | 1987-02-03 | 株式会社竹中工務店 | Construction of reinforced concrete wall |
CN113235525A (en) * | 2021-05-29 | 2021-08-10 | 山东水总有限公司 | Concrete arch dam |
-
1981
- 1981-04-10 JP JP5481981A patent/JPS602447B2/en not_active Expired
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6225669A (en) * | 1985-07-26 | 1987-02-03 | 株式会社竹中工務店 | Construction of reinforced concrete wall |
CN113235525A (en) * | 2021-05-29 | 2021-08-10 | 山东水总有限公司 | Concrete arch dam |
Also Published As
Publication number | Publication date |
---|---|
JPS602447B2 (en) | 1985-01-22 |
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