GB386800A - Beach traps or retainers for foreshore protection - Google Patents

Beach traps or retainers for foreshore protection

Info

Publication number
GB386800A
GB386800A GB3046/32A GB304632A GB386800A GB 386800 A GB386800 A GB 386800A GB 3046/32 A GB3046/32 A GB 3046/32A GB 304632 A GB304632 A GB 304632A GB 386800 A GB386800 A GB 386800A
Authority
GB
United Kingdom
Prior art keywords
planks
piles
beach
pile
plates
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
GB3046/32A
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.)
FRANCIS MAURICE DU PLAT TAYLOR
Braithwaite and Co Engineers Ltd
Original Assignee
FRANCIS MAURICE DU PLAT TAYLOR
Braithwaite and Co Engineers Ltd
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 FRANCIS MAURICE DU PLAT TAYLOR, Braithwaite and Co Engineers Ltd filed Critical FRANCIS MAURICE DU PLAT TAYLOR
Priority to GB3046/32A priority Critical patent/GB386800A/en
Publication of GB386800A publication Critical patent/GB386800A/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
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters

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

386,800. Beach groins and the like. BRAITHWAITE & CO. ENGINEERS, Ltd., Broadway Buildings, Westminster, and TAYLOR, F. M. DU-PLAT-, 36, Victoria Street, London. Feb. 2, 1932, Nos. 3046, 13530, and 22745. [Class 68 (ii).] A groin or beach barrier is supported and anchored by means of screw piles so as to be vertically adjustable and removable, the planks being free to slide vertically and to adjust themselves automatically to underscoured parts. Fig. 3 shows a pile and plank groin consisting of screw piles 10 and planks 12 bolted to bands 13, which slide on the piles 10. The ends of the planks have galvanized steel wrappers, and are slightly spaced apart behind the washer plates 14 to permit them to adjust themselves, and for the same reason the bolt holes are slotted. Limit clips 17 may be fitted on the piles. The planks may be replaced by steel &c. plates. Groins in permanently submerged positions are driven by an extension bar 19, Fig. 9, connected to the upper end of the pile 18 by a spigot-and-socket joint at the point 20. The pile, the upper end of which is secured by a cam in a sleeve 34, is floated into position on a raft 31, is lowered into position and screwed down, the sleeve 34 being released by operating the lever 36, and lifted. Slotted carriers for the ends of the planks are then slid down the piles, and sheet-steel planks are fitted in position. Beach traps may be similarly built of screw piles and perforated plates, which may be set vertically, or may be arched in section, the landward inclined face being shorter than the seaward face, the lower edges of both being buried.
GB3046/32A 1932-02-02 1932-02-02 Beach traps or retainers for foreshore protection Expired GB386800A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB3046/32A GB386800A (en) 1932-02-02 1932-02-02 Beach traps or retainers for foreshore protection

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB3046/32A GB386800A (en) 1932-02-02 1932-02-02 Beach traps or retainers for foreshore protection

Publications (1)

Publication Number Publication Date
GB386800A true GB386800A (en) 1933-01-26

Family

ID=9750930

Family Applications (1)

Application Number Title Priority Date Filing Date
GB3046/32A Expired GB386800A (en) 1932-02-02 1932-02-02 Beach traps or retainers for foreshore protection

Country Status (1)

Country Link
GB (1) GB386800A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4874272A (en) * 1987-11-09 1989-10-17 The Reinforced Earth Comany Cantilever retaining wall system using discrete precast facing panels
EP1383964A2 (en) * 2001-04-09 2004-01-28 Beach Reclamation, Inc. Adjustable porous structures and method for shoreline and land mass reclamation
NL1021783C2 (en) * 2002-10-30 2004-05-11 4D Office Modular construction system.

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4874272A (en) * 1987-11-09 1989-10-17 The Reinforced Earth Comany Cantilever retaining wall system using discrete precast facing panels
EP1383964A2 (en) * 2001-04-09 2004-01-28 Beach Reclamation, Inc. Adjustable porous structures and method for shoreline and land mass reclamation
EP1383964A4 (en) * 2001-04-09 2004-12-08 Beach Reclamation Inc Adjustable porous structures and method for shoreline and land mass reclamation
NL1021783C2 (en) * 2002-10-30 2004-05-11 4D Office Modular construction system.
WO2004040069A1 (en) * 2002-10-30 2004-05-13 4D Office Modular construction system

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