DE3628984A1 - Heavy-load body for the dissipation of energy or for other purposes - Google Patents

Heavy-load body for the dissipation of energy or for other purposes

Info

Publication number
DE3628984A1
DE3628984A1 DE19863628984 DE3628984A DE3628984A1 DE 3628984 A1 DE3628984 A1 DE 3628984A1 DE 19863628984 DE19863628984 DE 19863628984 DE 3628984 A DE3628984 A DE 3628984A DE 3628984 A1 DE3628984 A1 DE 3628984A1
Authority
DE
Germany
Prior art keywords
body according
heavy
heavy duty
concrete
column
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.)
Withdrawn
Application number
DE19863628984
Other languages
German (de)
Inventor
Oskar Eckert
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.)
ECKERT OSKAR DIPL BERGING
Original Assignee
ECKERT OSKAR DIPL BERGING
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 ECKERT OSKAR DIPL BERGING filed Critical ECKERT OSKAR DIPL BERGING
Priority to DE19863628984 priority Critical patent/DE3628984A1/en
Publication of DE3628984A1 publication Critical patent/DE3628984A1/en
Withdrawn legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B2201/00—Devices, constructional details or methods of hydraulic engineering not otherwise provided for
    • E02B2201/04—Devices, constructional details or methods of hydraulic engineering not otherwise provided for using old tires for hydraulic engineering
    • Y—GENERAL 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
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00—Technologies for solid waste management
    • Y02W30/50—Reuse, recycling or recovery technologies
    • Y02W30/62—Plastics recycling; Rubber recycling

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

A heavy-load body, consisting of a column of old tyres or a column of concrete pipes or a column combined from the two, the inner spaces of which are filled with various, specifically heavy materials or minerals, is held together by a wire rope under tension and, due to the fixed positioning brought about by the heavy weight, can dissipate dangerous energy which occurs. Other problems can also be solved by sheet-like use.

Description

An Sturmflut-gefährdeten Meeresküsten wie z. B. der deutschen Nordseeküste aber auch anderwärts wird das landseitige Eindrin­ gen von Seewasser bei Wasserhochstand bekanntlich durch die Errichtung von Schutzdämmen und Deichen, die aus einem Sandkern mit Ton- oder Kleibedeckung bestehen, begrenzt. Bei großen Sturmfluten werden die Sperrdämme häufig durch die schäumen­ de See überspült und das dann auf die Rückseite der Dämme ab­ fließende Seewasser reißt die Ton- oder Kleibedeckung auf, so daß Wasser in den Sandkern eindringen kann. Der Sand wird da­ durch zum Schwimmsand, und dieser drückt den Damm auseinander. Der Damm kommt ins Fließen. Das Seewasser stürzt mit wachsender Stärke in den dahinterliegenden Koog und füllt diesen auf. Bei der Wiederherstellung des alten Zustandes entstehen auch infolge Versalzung des fruchtbaren Koogbodens hohe Kosten. Die Wasser­ durchbruchstellen mit den entstehenden tiefen Kolken (Wehlen) müssen im Ernstfall oft unter Lebensgefahr mit Sandsäcken, Faschinen odgl. verstopft werden.On storm surge-prone sea coasts such as B. the German The North Sea coast but also elsewhere becomes the inland penetration genes of sea water at high water levels, as is known by the Construction of protective dams and dikes, which consist of a sand core with clay or clover cover, limited. For large ones Storm surges will often foam the dams through the de lake washed over and then onto the back of the dams flowing sea water tears open the clay or clover cover, so that water can penetrate the sand core. The sand is there through to the floating sand, and this pushes the dam apart. The dam is flowing. The lake water falls with growing Strength in the Koog behind and fills it up. At the restoration of the old state also arise as a result Salinization of the fertile Koogboden high costs. The water breakthroughs with the resulting deep scouring (Wehlen) in an emergency they often have to endanger life with sandbags, Machinery or the like get clogged.

Um solche Vorkommnisse zu verhindern, sollen solche Sperranlagen vorsorglich durch die nachfolgend beschriebene Einrichtung, die in den Abb. 1, Längsschnitt, Teilschnitt und An­ sicht sowie 2 im Querschnitt (A-A 1) dargestellt ist, erhöht werden.In order to prevent such occurrences, such barrier systems should be increased as a precaution by the device described below, which is shown in Fig. 1, longitudinal section, partial section and view and 2 in cross section (AA 1 ).

An vielen Sandküsten stehen oft keine harten Bausteine zur Er­ richtung von Schutzeinrichtungen gegen die Gewalt von Sturmflu­ ten zur Verfügung, so daß das erforderliche feste Steinmaterial für Schutzbauten unter oft erheblichen Kosten von weither bezogen werden muß. Der beschriebene Schwerlastkörper entspricht einem künstlich schwergemachten großen Stein, der die Wirkung natür­ licher Felsenküsten ersetzen kann. Durch Auflegen von Schwer­ lastkörpern auf Dämme und Deichkronen kann eine Erhöhung durch anstehende Erdmassen unnötig werden.There are often no hard building blocks on many sandy coasts Direction of protective devices against the violence of storm fluids ten available so that the required solid stone material for protective structures at a considerable cost, often from a distance must become. The described heavy load body corresponds to one Artificially made large stone that has the natural effect can replace rocky coasts. By placing heavy load bodies on dams and dyke crowns can be increased by upcoming earth masses become unnecessary.

Jeder Körper für sich oder kombiniert mit anderen Körpern eignet sich auch zum Bau von Buhnen odgl. und kann flächen­ deckend Abschwemmungen und Absanden (Flugsand) verhindern.Each body on its own or combined with other bodies is also suitable for building groynes or the like. and can surface to prevent flooding and sanding (flying sand).

Auch im Bergbau und Tunnelbau kann der Schwerlastkörper den Sohlenauftrieb vermindern und in Verbindung mit Stangen- oder Seilankern das Anheben der Sohle verhindern.The heavy duty body can also be used in mining and tunneling Reduce sole lift and in connection with pole or Rope anchors prevent the sole from lifting.

Der Schwerlastkörper kann auch zur Sicherung von Giftmüllhalden gegen die gefürchtete Ausschwemmung von Giftstoffen dienen.The heavy duty body can also be used to secure toxic waste dumps serve against the dreaded flooding of toxins.

Auch besteht die Möglichkeit, die Körper als Straßenunterbau zu verwenden. Die Aufzählung der Anwendungsmöglichkeiten kann nicht erschöpfend sein.There is also the possibility of using the body as a road base to use. The list of possible applications can don't be exhaustive.

Claims (9)

1. Schwerlastkörper nach Abb. 1 und 2, dadurch gekenn­ zeichnet, daß eine aus Altreifen (a) oder aus Beton (b) zusammengesetzte Rohrkolonne einzeln, also jede für sich, oder miteinander in der dargestellten Form kombiniert, hergestellt wird, in deren Innenraum als Seele sich ein bevorzugt ausge­ recktes Drahtseil (c) befindet, das an den Endverschlüssen der Kolonne (d) befestigt ist.1. Heavy-duty body according to Fig. 1 and 2, characterized in that a tubular column composed of old tires (a) or concrete (b) individually, that is, each for itself, or combined with each other in the form shown, is produced in the interior as a soul is a preferably stretched wire rope (c) which is attached to the end closures of the column (d) . 2. Schwerlastkörper nach Anspruch 1, dadurch gekennzeichnet, daß die vorhandenen Hohlräume (e) der Kolonne mit Sand, mit Materialien oder Mineralien hohen spezifischen Gewichtes oder einem Gemisch derselben ausgefüllt sind, die dem Körper eine hohe Ortsfestigkeit verleihen.2. Heavy duty body according to claim 1, characterized in that the existing cavities (e) of the column are filled with sand, with materials or minerals of high specific weight or a mixture thereof, which give the body a high stability. 3. Schwerlastkörper nach Anspruch 1, dadurch gekennzeichnet, daß auch der Beton (b) infolge Beifügung von spezifisch schwereren Mineralien z. B. Schwerspat oder dgl. zur Gewichtser­ höhung beiträgt.3. Heavy duty body according to claim 1, characterized in that the concrete (b) due to the addition of heavier minerals z. B. heavy spar or the like. Contributes to the increase in weight. 4. Schwerlastkörper nach Anspruch 1 und 2, dadurch gekenn­ zeichnet, daß die restlichen offenen Porenräume mit einer Schwerflüssigkeit ausgefüllt sind, die auch unter Druck ste­ hen kann.4. Heavy duty body according to claim 1 and 2, characterized records that the remaining open pore spaces with a Heavy liquid are filled, which is also under pressure can hen. 5. Schwerlastkörper nach Anspruch 1, dadurch gekennzeichnet, daß die einzelnen Betonkörper (b), um den Innendruck abzufangen, armiert (f) sind.5. Heavy duty body according to claim 1, characterized in that the individual concrete bodies (b) are reinforced (f) in order to absorb the internal pressure. 6. Schwerlastkörper nach Anspruch 1, dadurch gekennzeichnet, daß die Betonkörper (b), um die Energievernichtung zu er­ höhen, auf der am höchsten beanspruchten Seite gegenüber den anderen Teilen verstärkt, mit Höckern oder Rillen versehen oder torkretiert sein können.6. Heavy duty body according to claim 1, characterized in that the concrete body (b) to increase energy dissipation, he reinforced on the most stressed side compared to the other parts, can be provided with bumps or grooves or gate-locked. 7. Schwerlastkörper nach Anspruch 1, dadurch gekennzeichnet, daß die Betonkörper (b) nicht wie hier dargestellt, auch andere den örtlichen Verhältnissen angepaßte Hohlraumformen aufweisen können. 7. Heavy duty body according to claim 1, characterized in that the concrete body (b) not as shown here, can also have other cavity shapes adapted to the local conditions. 8. Schwerlastkörper nach Anspruch 1, dadurch gekennzeichnet, daß das Drahtseil (c) unter Spannung steht, die Einzelteile der Kolonnen (a), (b) oder (a + b) fest zusammenhält und bei Bean­ spruchung deren Auflösung verhindert.8. Heavy duty body according to claim 1, characterized in that the wire rope (c) is under tension, the individual parts of the columns (a), (b) or (a + b) firmly together and prevents stress their stress dissolution. 9. Schwerlastkörper nach Anspruch 1, dadurch gekennzeichnet, daß eine Altreifenkolonne (a) das Drahtseil (c) gegen Korrosion schützt.9. Heavy duty body according to claim 1, characterized in that an old tire column (a) protects the wire rope (c) against corrosion.
DE19863628984 1986-08-26 1986-08-26 Heavy-load body for the dissipation of energy or for other purposes Withdrawn DE3628984A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE19863628984 DE3628984A1 (en) 1986-08-26 1986-08-26 Heavy-load body for the dissipation of energy or for other purposes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE19863628984 DE3628984A1 (en) 1986-08-26 1986-08-26 Heavy-load body for the dissipation of energy or for other purposes

Publications (1)

Publication Number Publication Date
DE3628984A1 true DE3628984A1 (en) 1988-03-03

Family

ID=6308209

Family Applications (1)

Application Number Title Priority Date Filing Date
DE19863628984 Withdrawn DE3628984A1 (en) 1986-08-26 1986-08-26 Heavy-load body for the dissipation of energy or for other purposes

Country Status (1)

Country Link
DE (1) DE3628984A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4021261A1 (en) * 1990-07-04 1992-01-09 Fac Frank Abels Consult & Tech Disposing of unwanted military vehicle - involves closing all openings and filling interior of vehicle with concrete

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1143471B (en) * 1958-05-28 1963-02-14 British Ropes Ltd Mountain anchor
DE2603515A1 (en) * 1976-01-30 1977-08-04 Mehrings Anton Fa Reinforcement for fixing dykes and riverbanks - uses car tyres filled with dense concrete or bitumen
DE2726692A1 (en) * 1977-06-14 1978-12-21 Hoechst Ag UFERDECKWERK
WO1985004436A1 (en) * 1982-09-25 1985-10-10 Kloeckner Albrecht Zigzag breakwater
DE3532640A1 (en) * 1984-09-27 1986-04-03 Caspar Wilhelmus Arnold van Breda Rooy Bank-protection body for stretches of water

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1143471B (en) * 1958-05-28 1963-02-14 British Ropes Ltd Mountain anchor
DE2603515A1 (en) * 1976-01-30 1977-08-04 Mehrings Anton Fa Reinforcement for fixing dykes and riverbanks - uses car tyres filled with dense concrete or bitumen
DE2726692A1 (en) * 1977-06-14 1978-12-21 Hoechst Ag UFERDECKWERK
WO1985004436A1 (en) * 1982-09-25 1985-10-10 Kloeckner Albrecht Zigzag breakwater
EP0210978A1 (en) * 1982-09-25 1987-02-25 Albrecht Klockner Zigzag breakwater.
DE3532640A1 (en) * 1984-09-27 1986-04-03 Caspar Wilhelmus Arnold van Breda Rooy Bank-protection body for stretches of water

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4021261A1 (en) * 1990-07-04 1992-01-09 Fac Frank Abels Consult & Tech Disposing of unwanted military vehicle - involves closing all openings and filling interior of vehicle with concrete

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Date Code Title Description
8101 Request for examination as to novelty
8105 Search report available
8130 Withdrawal