NO128175B - - Google Patents

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Publication number
NO128175B
NO128175B NO01652/69A NO165269A NO128175B NO 128175 B NO128175 B NO 128175B NO 01652/69 A NO01652/69 A NO 01652/69A NO 165269 A NO165269 A NO 165269A NO 128175 B NO128175 B NO 128175B
Authority
NO
Norway
Prior art keywords
strings
elements
anchoring device
sea grass
artificial sea
Prior art date
Application number
NO01652/69A
Other languages
Norwegian (no)
Inventor
Winter J De
Original Assignee
Shell Nv
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 Shell Nv filed Critical Shell Nv
Publication of NO128175B publication Critical patent/NO128175B/no

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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
    • E02B3/043Artificial seaweed
    • DTEXTILES; PAPER
    • D03WEAVING
    • D03DWOVEN FABRICS; METHODS OF WEAVING; LOOMS
    • D03D25/00Woven fabrics not otherwise provided for
    • 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
    • Y02A10/26Artificial reefs or seaweed; Restoration or protection of coral reefs
    • 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
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/80Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management

Description

faste boreplattformer, hvor sterke stromninger og hvirvler rundt fundamentpeler og bjelker kan erodere sjbbunnen og vaske ut fun-damentet. Ved å tilveiebringe en sone beskyttet ved kunstig sjogras rundt den nedre ende av fundamentets baeredeler setter sjbens erosjonsvirkning ikke lengre fundamentets stabilitet i fare. fixed drilling platforms, where strong currents and eddies around foundation piles and beams can erode the sea bed and wash out the foundation. By providing a zone protected by artificial seagrass around the lower end of the foundation's supporting parts, the erosive action of the sea no longer endangers the foundation's stability.

Det er bnskelig at når sjbgraset er satt på plass under It is desirable that when the grass has been put in place underneath

vann strekker dets strenger eller tråder seg fritt og uavhengig og danner derved et slags skjerm i vannet. Denne konstruksjon kan oppnåes ved å feste sjbgrasstrengene indeviduel.t i et side om side arrangement istedet for i grupper eller bunter festet ved adskilte steder. Dessverre er forbindelsen av strengenes nedre ender med forankringsmidlene i sjbgraset i et regulært side om side forhold komplisert og kostbar og er derfor utilfredsstillende og uantagelig for et produkt.som skal brukes i meget store mengder for å beskytte et vidstrakt kystareal. Et formål med åppfinnelsen er å tilveiebringe sjogras hvori strengene er anordnet i et regulært monster og er festet på en enkel måte til forankringsanordningen, og- som kan forankres til en sjbbunn på en billig og effek-tiv måte. water stretches its strings or threads freely and independently, thereby forming a kind of screen in the water. This construction can be achieved by attaching the strands of grass individually in a side-by-side arrangement rather than in groups or bundles attached at separate locations. Unfortunately, the connection of the lower ends of the strings with the anchoring means in the sjbgrass in a regular side-by-side relationship is complicated and expensive and is therefore unsatisfactory and unacceptable for a product which is to be used in very large quantities to protect a vast coastal area. One purpose of the invention is to provide sea grass in which the strings are arranged in a regular monster and are attached in a simple way to the anchoring device, and which can be anchored to a ship's bottom in a cheap and effective way.

Ifblge oppfinnelsen tilveiebringes et kunstig sjogras omfattende et antall forlengede, bbyelige og i vann flytende elementer av et syntetisk termoplastmateriale som ved en av deres ender er vevet sammen med filamentlignende elementer for å danne en stoffstrimmel hvortil er festet forankringsanordningen avpasset til å holde elementene nær sjbbunnen. According to the invention, an artificial seagrass is provided comprising a number of elongated, flexible and water-floating elements of a synthetic thermoplastic material which at one of their ends are woven together with filament-like elements to form a fabric strip to which is attached the anchoring device adapted to keep the elements close to the sea bottom.

Den- vevede konstruksjon ved sjbgrasets nedre ende sikrer The woven construction at the lower end of the sjbgras ensures

et parallelt side om side arrangement av strengene for å danne under vann en bred kontinuerlig skjerm av strenger forsterket ved strengenes nedre ender, og tilveiebringer en enkel og sterk anord-ning for å forbinde forankringsanordningen med strengene. a parallel side-by-side arrangement of the strings to form underwater a wide continuous screen of strings reinforced at the lower ends of the strings, providing a simple and strong means of connecting the anchoring device to the strings.

Den vevede strimmel kan være forholdsvis smal, noen- få cen-timeter bred er vanligvis tilstrekkelig. Strengene og fortrinnsvis også filamentelementene er fortrinnsvis fremstilt av en ekstrudert, skummet polyolefin såsom polypropylen eller en polyetylen med hby tetthet hvilke strenger har en tetthet mindre enn 300 g/l og som deretter strekkes til minst fem ganger deres lengde. Sådanne strenger har utseende av tynne og smale bånd, f.eks. 2 til 2,5 mm brede, som kan veves for å danne et sterkt stoff. For å holde sjbgraset forankret til en sjbbunn kan vekter såsom betongblokker eller metallstenger, kjettinger eller kabler være forbundet med stoffstrimlen. I en foretrukket utfbrelse av oppfinnelsen er stoffstrimlen formet som en hul, rbrformet som eller lbpegang gjennom hvilken en kabel, kjetting eller stang kan fores inn. I> det tilfelle er det ikke nbdvendig med noen ekstra bindeanordninger for å feste sjbgraset til forankringen. Sjbgraset transporteres til vannet fortrinnsvis uten forankringsanordningen og på arbeidsstedet på utleggingsfartbyet fores kjettinger eller andre langstrakte forankringsanordninger inn i den hule sem eller lbpegang. Den rbrformede. som kan veves tett nok til å danne en slags slange som kan inneholde en flytende herdbar sementblanding som helles eller pumpes inn i den slangelignende som og tillates å herdne i denne for å danne forankringsmidlene. For dette byemed kan sjbgraset legges på sjbbunnen i en kontinuerlig lengde med en ende på en strand eller lekter, hvorfra den flytende sement pumpes inn i den hule som av sjbgraset i dettes hele lengde. The woven strip can be relatively narrow, a few centimeters wide is usually sufficient. The strands and preferably also the filament elements are preferably made from an extruded, foamed polyolefin such as polypropylene or a high density polyethylene which strands have a density of less than 300 g/l and which are then stretched to at least five times their length. Such strings have the appearance of thin and narrow bands, e.g. 2 to 2.5 mm wide, which can be woven to form a strong fabric. To keep the sjbgrass anchored to a sjb bottom, weights such as concrete blocks or metal rods, chains or cables can be connected to the fabric strip. In a preferred embodiment of the invention, the fabric strip is shaped as a hollow, tubular like or passage through which a cable, chain or rod can be inserted. In that case, it is not necessary to use any additional binding devices to attach the grass to the anchorage. The seaweed is preferably transported to the water without the anchoring device and at the work site on the laying vessel, chains or other elongated anchoring devices are inserted into the hollow sem or gangway. The rib-shaped one. which may be woven tightly enough to form a sort of hose which may contain a liquid curable cement mixture which is poured or pumped into the hose-like and allowed to cure therein to form the anchoring means. For this purpose, the sjbgrass can be laid on the sbb bottom in a continuous length with one end on a beach or barge, from which the liquid cement is pumped into the hollow as of the sbbgrass in its entire length.

Bruk av en flytende sementblanding for stoffrbret muliggjbr at sjbgraset kan legges ut kontinuerlig og hurtig. Dessuten vil det sementfylte ror av sjbgraset lett innstille seg selv i overensstemmelse med sjbbunnens profil og roret vil anta et elip-tisk tverrsnitt med den lange akse rettet horisontalt således at de krefter som virker på roret ved undervannsstrommer er relativt små og det er mindre sannsynlig at roret vil bli forskjbvet. Den rbrformede som eller lbpegang kan formes ved forst å veve et rett stoffstykke eller -strimmel og derpå legge strimlens lengdekanter på hverandre og feste dem sammen ved sying eller på annen måte. The use of a liquid cement mixture for the fabric surface enables the sod grass to be laid out continuously and quickly. In addition, the cement-filled rudder of the sjbgrass will easily adjust itself in accordance with the profile of the sjb bottom and the rudder will assume an elliptical cross-section with the long axis directed horizontally so that the forces acting on the rudder during underwater currents are relatively small and it is less likely that the rudder will be displaced. The rib-shaped like or loop can be formed by first weaving a straight piece or strip of fabric and then laying the longitudinal edges of the strip on top of each other and fastening them together by sewing or in some other way.

Den varigste og foretrukne metode er imidlertid å veve strengene direkte med en lokke ved deres nedre ender, hvorved sjbgraset alle-rede på vevstolen utstyres med en stoffslange ved sin nedre ende. Istedet for sement kan en blanding av sand og vann pumpes inn i slangen, og vannet vil strbmme ut gjennom slangens porer mens sanden blir tilbake som en bbyelig forankring som kari folge enhver forandring i sjbbunnens kontur som kan oppstå etter at sjbgraset er lagt ut. The most permanent and preferred method, however, is to weave the strings directly with a loop at their lower ends, whereby the sjbgras already on the loom is fitted with a tube of fabric at its lower end. Instead of cement, a mixture of sand and water can be pumped into the hose, and the water will flow out through the hose's pores, while the sand remains as a flexible anchor that can follow any change in the contour of the seabed that may occur after the seagrass has been laid.

På tegningen, som ikke er i skala, viser som eksempel en utfbrelsesform av sjogras ifblge oppfinnelsen. The drawing, which is not to scale, shows as an example an embodiment of sea grass according to the invention.

Sjbgraset omfatter en lang rekke av parallelle strukkede skumpolypropylenstrenger 10 som er fra 2 til 2,5 mm brede og har en fri lengde på omkring 2 meter. Strengenes nedre ender er vevet sammen med andre strenger 10 som er identiske med de fbrstnevnte. Der dannes således en stoffstrimmel 11 ved sjbgrasets nedre ende hvortil forankringsanordninger kan forbindes sikkert og som hol-der de vertikalt forlbpende strenger i en regulær horisontal inn-deling med det onskede antall strenger pr lengdeenhet av (sjbgraset, f.eks. 5 strenger pr. cm. Stoffstrimlen 11 er formet som et ror som når det legges flatt har en bredde på, f.eks. omkring 15 cm. På tegningen er en stang armerings jern 12 fort inn gjennom stoffroret 11. Som tidligere angitt kan roret istedet fylles med sement eller sand som muliggjbr at sjbgraset kan.legges ut meget hurtig og med et minimum av arbeide. The sjbgras comprises a long row of parallel stretched polypropylene foam strands 10 which are from 2 to 2.5 mm wide and have a free length of about 2 metres. The lower ends of the strings are woven together with other strings 10 which are identical to the aforementioned. A fabric strip 11 is thus formed at the lower end of the grass to which anchoring devices can be securely connected and which holds the vertically continuous strands in a regular horizontal division with the desired number of strands per unit length of (the grass, e.g. 5 strands per cm. The fabric strip 11 is shaped like a rudder which, when laid flat, has a width of, for example, around 15 cm. In the drawing, a rod of reinforcing iron 12 is inserted quickly through the fabric rudder 11. As previously indicated, the rudder can instead be filled with cement or sand which enables the grass to be laid out very quickly and with a minimum of work.

Fire stenger 12 med sjogras forbundet til sanime kan fore-nes ved sveising eller på annen måte for å danne et horisontalt anbragt firkantet eller rektangulær enhet hvori hver av de fire sider er utstyrt med.sjogras. Stbrre enheter kan omfatte flere firkanter eller rektangler som alle har sjogras på deres sider for å beskytte et stort areal på sjbbunnen. Sjbgraset kan også formes på en sådan måte at stoffrbrene av samme sammen danner en stigeformet struktur, idet stenger eller andre forankringsmidler innfores i trinnene og/eller sidene av stigen. Four rods 12 with sjogras connected to sanime can be joined by welding or in some other way to form a horizontally placed square or rectangular unit in which each of the four sides is equipped with sjogras. Larger units may comprise several squares or rectangles that all have seagrass on their sides to protect a large area of the seabed. The sjbgrass can also be shaped in such a way that the fabric fibers of the same together form a ladder-shaped structure, as rods or other anchoring means are inserted into the steps and/or sides of the ladder.

Claims (3)

!• Kunstig sjøgras, omfattende et antall langstrakte, bøye-lige og i vann flytende elementer av et syntetisk termoplastmateriale, som med sin ene ende er festet til forankringsinnretninger som kan holde elementene nær sjøbunnen, karakterisert ved at de langstrakte elementer (10) ved den nevnte ende. er fastholdt av et vevet rør (11) som opptar forankringsinnretningen (12).!• Artificial sea grass, comprising a number of elongated, flexible and water-floating elements of a synthetic thermoplastic material, which are attached with one end to anchoring devices which can hold the elements close to the seabed, characterized in that the elongated elements (10) at the said end. is held by a woven tube (11) which accommodates the anchoring device (12). 2. Kunstig sjøgras i henhold til krav 1, karakterisert ved at røret (11) er fylt med sand som danner forankringsinnretningen. 2. Artificial sea grass according to claim 1, characterized in that the pipe (11) is filled with sand which forms the anchoring device. 3. Kunstig sjøgras i henhold til krav 1, k a r a k ;t' e r i - sert ved at røret (11) er fylt med en sement som danner forankringsinnretningen. 4- Kunstig sjøgras i henhold til et av kravene 1-3, karakterisert ved at røret (11) er dannet av det samme materiale som de langstrakte elementer.3. Artificial sea grass according to claim 1, characterized in that the pipe (11) is filled with a cement which forms the anchoring device. 4- Artificial sea grass according to one of claims 1-3, characterized in that the tube (11) is formed from the same material as the elongated elements.
NO01652/69A 1968-04-24 1969-04-22 NO128175B (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB09375/68A GB1176772A (en) 1968-04-24 1968-04-24 A Seaweed Substitute.

Publications (1)

Publication Number Publication Date
NO128175B true NO128175B (en) 1973-10-08

Family

ID=10128310

Family Applications (1)

Application Number Title Priority Date Filing Date
NO01652/69A NO128175B (en) 1968-04-24 1969-04-22

Country Status (10)

Country Link
BE (1) BE731854A (en)
BR (1) BR6908243D0 (en)
DK (1) DK132508C (en)
ES (1) ES165964Y (en)
FR (1) FR2006816A1 (en)
GB (1) GB1176772A (en)
IE (1) IE33411B1 (en)
NL (1) NL158567B (en)
NO (1) NO128175B (en)
SE (1) SE352910B (en)

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB8402361D0 (en) * 1984-01-30 1984-02-29 Alsop Peter Controlling erosion of sea/river beds
DE3403165A1 (en) * 1984-01-31 1985-08-01 Fa. Joh. Moritz Rump, 5990 Altena DEVICE FOR GROUND STABILIZATION IN WATER CONSTRUCTION
US5871303A (en) * 1996-06-17 1999-02-16 Marine Environmental Solutions L.L.C. Viscous drag and non-laminar flow component of underwater erosion control system
AU758271B2 (en) 1997-10-03 2003-03-20 Marine Environmental Solutions, L.L.C. Synthetic aquatic structure
US6171686B1 (en) 1997-10-03 2001-01-09 Marine Environmental Solutions, L.L.C. Synthetic aquatic structure
US6060153A (en) * 1997-10-03 2000-05-09 Marine Environmental Solutions, L.L.C. Synthetic aquatic structure
US6343567B1 (en) 1998-08-14 2002-02-05 Marine Environmental Solutions, L.L.C. Synthetic aquatic structure and method
US6244218B1 (en) 1999-08-20 2001-06-12 Marine Environmental Solutions L.L.C. Aquatic structure and method
ITLI20070011A1 (en) * 2007-06-04 2008-12-05 Roberto Bedini PRACTICE OF SYNTHETIC POSIDONIA OCEANICA
CN104695381B (en) * 2015-03-05 2016-03-02 黄河勘测规划设计有限公司 Rivers bank slope imitates pasture and water energy dissipating safeguard structure

Also Published As

Publication number Publication date
DE1920401B2 (en) 1976-10-28
NL158567B (en) 1978-11-15
SE352910B (en) 1973-01-15
IE33411L (en) 1969-10-24
IE33411B1 (en) 1974-06-26
BR6908243D0 (en) 1973-02-22
NL6906154A (en) 1969-10-28
ES165964U (en) 1971-06-16
DK132508B (en) 1975-12-15
ES165964Y (en) 1971-12-01
FR2006816A1 (en) 1970-01-02
DK132508C (en) 1976-05-17
GB1176772A (en) 1970-01-07
DE1920401A1 (en) 1969-11-13
BE731854A (en) 1969-10-22

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