GB769861A - Improvements in or relating to the construction of groynes - Google Patents

Improvements in or relating to the construction of groynes

Info

Publication number
GB769861A
GB769861A GB17265/55A GB1726555A GB769861A GB 769861 A GB769861 A GB 769861A GB 17265/55 A GB17265/55 A GB 17265/55A GB 1726555 A GB1726555 A GB 1726555A GB 769861 A GB769861 A GB 769861A
Authority
GB
United Kingdom
Prior art keywords
units
projections
groyne
block
apertures
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
GB17265/55A
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 GB769861A publication Critical patent/GB769861A/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

769,861. Groynes. HUNTER, E. T. June 15, 1955 [Oct. 18, 1954], No. 17265/55. Class '68 (2). A groyne for erection on beaches for the control of coastal erosion by tidal waters com- 'prises a plurality of plate-like units 'A each having, on one face, transverse spacer ribs 2, 3, 4 provided with shouldered projections 5, and a similar number of apertures 6 having greater cross-sectional area than the projections 5 so that when the units are arranged, e.g. by a crane, contiguously to each other and rearwardly inclined regarding the sea to form a groyne, as shown, the projections fit loosely within the apertures thus enabling each unit to move both laterally and vertically relative to the adjacent units. The groyne is built up from a suitable base such as a block B which is constructed, e.g. of concrete, in a stabilized area of the beach, the outer edge of the block being provded with ribs and projections similar to those on the units A. Steel rods 7 are embedded in the projections 5 on the block B and the units A, the rods being bent upwardly, or laterally, after the projections have been engaged in the corresponding recesses of adjacent units to prevent the units from moving seawards of the base block. After the required number of units have been assembled an end cap C is fitted which is flat on both faces and has apertures which fit the projections of the last preceding unit A. Enlarged units, shown in broken lines Fig. 3 are used where the offshore profile is irregular. In a modification, Fig. 7, notches 21, 21<SP>1</SP> are provided in the tops of the units 13 and B<SP>1</SP> respectively and a top cap 23 with, or without, reinforcing rods 24, is cast between wooden forms 22 fastened to the sides of the groyne, the inclined sides 19 of each upper spaced rib permitting the laying of the forms 22 flush against the sides of the groyne. Vertical ribs may be provided with this type of unit.
GB17265/55A 1954-10-18 1955-06-15 Improvements in or relating to the construction of groynes Expired GB769861A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US769861XA 1954-10-18 1954-10-18

Publications (1)

Publication Number Publication Date
GB769861A true GB769861A (en) 1957-03-13

Family

ID=22135433

Family Applications (1)

Application Number Title Priority Date Filing Date
GB17265/55A Expired GB769861A (en) 1954-10-18 1955-06-15 Improvements in or relating to the construction of groynes

Country Status (1)

Country Link
GB (1) GB769861A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4479740A (en) * 1979-08-21 1984-10-30 Paul A. Kakuris Erosion control device and method of making and installing same
US4978247A (en) * 1986-05-05 1990-12-18 Lenson Walter J Erosion control device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4479740A (en) * 1979-08-21 1984-10-30 Paul A. Kakuris Erosion control device and method of making and installing same
US4978247A (en) * 1986-05-05 1990-12-18 Lenson Walter J Erosion control device

Similar Documents

Publication Publication Date Title
GB769861A (en) Improvements in or relating to the construction of groynes
DE3068057D1 (en) Method of improving the sliding resistance of a civil engineering construction and its foundation
RU165292U1 (en) SELF-LEADING CHANNEL OF COMBINED DESIGN
GB1330897A (en) Concrete structural element and a wall constructed therefrom
CN204644964U (en) A kind of interlocking-type ecological slope protection building block
SU586235A1 (en) Reinforced-concrete pile
NL7703935A (en) Soil compaction system - uses explosive charges and forms drainage channels round charges
GB541160A (en) Improvements in or relating to the stretching and anchorage of cables or bundles of hard steel wires for prestressed reinforced concrete
US1360767A (en) Wall resisting thrust of earth and water
CN208055856U (en) Double arched door formula bridge pier structures
GB1238012A (en)
SU1677158A2 (en) Device for protection of river rock banks from wash-out
SU907159A1 (en) Pile foundation
CN104005420A (en) T-shaped reinforced concrete rib plate type independent fixed pipe support foundation
JPH10102506A (en) Sliding resistance increasing method for caisson
JPS5568931A (en) Construction of block piled retaining wall and block
SU663781A1 (en) Continuous footing
GB1023298A (en) An improved roof structure
US1906535A (en) Dam
SU1682449A1 (en) Shore-strengthening retaining wall
GB173045A (en) Improvements in or relating to concrete slabs or blocks and piers or pillars employed in the construction of walls and buildings
SU1027320A1 (en) Mooring embankment
THOMPSON Strengthening of John Hollis Bankhead Dam
SU95913A1 (en) Lock for connecting prefabricated berths with pile foundation
JPS5699874A (en) Slip-protective construction for composite structure