GB177139A - Wharf wall and the like - Google Patents

Wharf wall and the like

Info

Publication number
GB177139A
GB177139A GB34387/21A GB3438721A GB177139A GB 177139 A GB177139 A GB 177139A GB 34387/21 A GB34387/21 A GB 34387/21A GB 3438721 A GB3438721 A GB 3438721A GB 177139 A GB177139 A GB 177139A
Authority
GB
United Kingdom
Prior art keywords
wharf
piles
bulkhead
mound
concrete
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
GB34387/21A
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of GB177139A publication Critical patent/GB177139A/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • E02B3/066Quays

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Abstract

177,139. Aston, T. March 18, 1921, [Convention date]. Sea and retaining walls.-A wharf wall is built of a series of small stepped-down retaining walls 1 and relieving platforms 2, supported by piles 5. The stepped-down bulkhead is preferably formed of concrete and moulded in steps each consisting of a horizontal member 2 and vertical member 1 strengthened bv counterforts 3. The members 2 may be provided with longitudinal and transverse strengthening ribs. The steps are cemented together and mounted on framing 8 supported by the piles 5 and connected by struts 9. A mound or bulkhead of rubble 6 is formed beneath the wharf around the piles and concrete or timber sheeting 10 is provided between this mound and the lowest of the platforms 2. The space behind the bulkhead is filled with earth which also supports the wharf floor 12.
GB34387/21A 1921-03-18 1921-12-21 Wharf wall and the like Expired GB177139A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US177139XA 1921-03-18 1921-03-18

Publications (1)

Publication Number Publication Date
GB177139A true GB177139A (en) 1923-03-15

Family

ID=21784140

Family Applications (1)

Application Number Title Priority Date Filing Date
GB34387/21A Expired GB177139A (en) 1921-03-18 1921-12-21 Wharf wall and the like

Country Status (1)

Country Link
GB (1) GB177139A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114525758A (en) * 2022-02-25 2022-05-24 中国电建集团华东勘测设计研究院有限公司 Flexible connecting structure of overhead vertical frame wharf and overhead slope ramp wharf

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114525758A (en) * 2022-02-25 2022-05-24 中国电建集团华东勘测设计研究院有限公司 Flexible connecting structure of overhead vertical frame wharf and overhead slope ramp wharf
CN114525758B (en) * 2022-02-25 2023-03-10 中国电建集团华东勘测设计研究院有限公司 Flexible connecting structure of overhead vertical frame wharf and overhead slope ramp wharf

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