GB263997A - Improvements in and relating to the construction of quay walls, piers and other marine structures - Google Patents
Improvements in and relating to the construction of quay walls, piers and other marine structuresInfo
- Publication number
- GB263997A GB263997A GB3050025A GB3050025A GB263997A GB 263997 A GB263997 A GB 263997A GB 3050025 A GB3050025 A GB 3050025A GB 3050025 A GB3050025 A GB 3050025A GB 263997 A GB263997 A GB 263997A
- Authority
- GB
- United Kingdom
- Prior art keywords
- caisson
- piles
- concrete
- piers
- floated
- 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.)
- Expired
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/20—Caisson foundations combined with pile foundations
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
263,997. Saxild, J., and Ingerslev, C. F. A. Dec. 2, 1925. Piers; walls.-In the construction of quay walls, piers and other subaqueous structures, a caisson of reinforced concrete is floated into position and temporarily supported while piles are driven through the bottom of the caisson down to a solid foundation and then secured by grouting and a layer of concrete cast inside the caisson, after which the latter is emptied of water, so that further operations can be carried out. The bottom of the caisson is adapted to permit the piles being driven through it by the provision of membranes without reinforcement and capable of being easily broken by the points of the piles. or by the provision of holes temporarily closed by wooden or other covers. The caisson may be supported on a prepared bed of sand or stone, or, in tidal waters, on a staging built on piles. The caisson 1, Fig. 1, of reinforced concrete, is floated into position over a soft bed 2 and supported on a bed of sand, stone or other material. Piles 3, preferably of reinforced concrete, are driven through holes 4 in the bottom of the caisson. A concrete layer 14 is cast into the bottom of the caisson, after the heads of the piles have been cut off or stripped as required, and a filling 15 is then put in. The holes 4, Fig. 4, are tapered from the upper and lower surfaces of the bottom towards the middle, where a thin membrane 6 of concrete forms a temporary closure strong enough to withstand the water pressure, but easily broken by the points of the piles. The upper taper facilitates the driving of piles at an inclination to the vertical, and the insertion of grouting, while the lower taper prevents the fracture of the surrounding concrete when the membrane 6 is broken. The temporary support for the caisson may consist of a wooden or other staging 7, Fig. 6, on to which the caisson is floated at high tide. Fig. 7 represents a caisson 1, secured by piles 3, forming a sea wall. A filling 9 of rubble, sand &c. is inserted behind the wall after erection.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB3050025A GB263997A (en) | 1925-12-02 | 1925-12-02 | Improvements in and relating to the construction of quay walls, piers and other marine structures |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB3050025A GB263997A (en) | 1925-12-02 | 1925-12-02 | Improvements in and relating to the construction of quay walls, piers and other marine structures |
Publications (1)
Publication Number | Publication Date |
---|---|
GB263997A true GB263997A (en) | 1927-01-13 |
Family
ID=10308647
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB3050025A Expired GB263997A (en) | 1925-12-02 | 1925-12-02 | Improvements in and relating to the construction of quay walls, piers and other marine structures |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB263997A (en) |
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2675680A (en) * | 1954-04-20 | Construction of submerged | ||
US2912828A (en) * | 1954-03-25 | 1959-11-17 | Ben C Gerwick Inc | Pier construction method |
US3054268A (en) * | 1959-04-06 | 1962-09-18 | Muller Ludwig | Structure with underwater foundation |
US3393520A (en) * | 1965-09-07 | 1968-07-23 | Arthur B. Butterworth | Container and method of building a breakwater |
US3429129A (en) * | 1966-07-15 | 1969-02-25 | Jan Erik Johansson | Method for producing foundations for columns and the like |
US3468131A (en) * | 1966-11-29 | 1969-09-23 | Jacques Seidenberg | Retaining structures placed into the ground and their procedures of execution |
CN102235017A (en) * | 2010-04-29 | 2011-11-09 | 宝山钢铁股份有限公司 | Lateral force resisting method for soft soil foundation building |
CN102926394A (en) * | 2010-06-05 | 2013-02-13 | 朱虹 | Method for using lime piles to rectify deviation of open caisson |
CN108277816A (en) * | 2018-01-04 | 2018-07-13 | 浙江大学城市学院 | A kind of digging-free construction method of well foundation |
CN118087449A (en) * | 2024-04-28 | 2024-05-28 | 中交第一航务工程局有限公司 | High pile wharf construction method based on sand blowing and filling bags |
-
1925
- 1925-12-02 GB GB3050025A patent/GB263997A/en not_active Expired
Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2675680A (en) * | 1954-04-20 | Construction of submerged | ||
US2912828A (en) * | 1954-03-25 | 1959-11-17 | Ben C Gerwick Inc | Pier construction method |
US3054268A (en) * | 1959-04-06 | 1962-09-18 | Muller Ludwig | Structure with underwater foundation |
US3393520A (en) * | 1965-09-07 | 1968-07-23 | Arthur B. Butterworth | Container and method of building a breakwater |
US3429129A (en) * | 1966-07-15 | 1969-02-25 | Jan Erik Johansson | Method for producing foundations for columns and the like |
US3468131A (en) * | 1966-11-29 | 1969-09-23 | Jacques Seidenberg | Retaining structures placed into the ground and their procedures of execution |
CN102235017A (en) * | 2010-04-29 | 2011-11-09 | 宝山钢铁股份有限公司 | Lateral force resisting method for soft soil foundation building |
CN102235017B (en) * | 2010-04-29 | 2013-06-19 | 宝山钢铁股份有限公司 | Lateral force resisting method for soft soil foundation building |
CN102926394A (en) * | 2010-06-05 | 2013-02-13 | 朱虹 | Method for using lime piles to rectify deviation of open caisson |
CN102926394B (en) * | 2010-06-05 | 2015-03-25 | 朱虹 | Method for using lime piles to rectify deviation of open caisson |
CN108277816A (en) * | 2018-01-04 | 2018-07-13 | 浙江大学城市学院 | A kind of digging-free construction method of well foundation |
CN118087449A (en) * | 2024-04-28 | 2024-05-28 | 中交第一航务工程局有限公司 | High pile wharf construction method based on sand blowing and filling bags |
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