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 structures

Info

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
Application number
GB3050025A
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
CHRISTIAN FREDERIK AAGE INGERS
Original Assignee
CHRISTIAN FREDERIK AAGE INGERS
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by CHRISTIAN FREDERIK AAGE INGERS filed Critical CHRISTIAN FREDERIK AAGE INGERS
Priority to GB3050025A priority Critical patent/GB263997A/en
Publication of GB263997A publication Critical patent/GB263997A/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/10Deep foundations
    • E02D27/20Caisson 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.
GB3050025A 1925-12-02 1925-12-02 Improvements in and relating to the construction of quay walls, piers and other marine structures Expired GB263997A (en)

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)

* Cited by examiner, † Cited by third party
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

Cited By (12)

* Cited by examiner, † Cited by third party
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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