DE202004009849U1 - Flood prevention system has steel support posts stored in vertical ducts and pulled up and locked into support positions for fitting modular barrier sections - Google Patents

Flood prevention system has steel support posts stored in vertical ducts and pulled up and locked into support positions for fitting modular barrier sections Download PDF

Info

Publication number
DE202004009849U1
DE202004009849U1 DE202004009849U DE202004009849U DE202004009849U1 DE 202004009849 U1 DE202004009849 U1 DE 202004009849U1 DE 202004009849 U DE202004009849 U DE 202004009849U DE 202004009849 U DE202004009849 U DE 202004009849U DE 202004009849 U1 DE202004009849 U1 DE 202004009849U1
Authority
DE
Germany
Prior art keywords
steel
flood
protection device
flood protection
dam
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 - Lifetime
Application number
DE202004009849U
Other languages
German (de)
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
Priority to DE202004009849U priority Critical patent/DE202004009849U1/en
Publication of DE202004009849U1 publication Critical patent/DE202004009849U1/en
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
    • E02B3/102—Permanently installed raisable dykes

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)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

A modular flood prevention system has steel storage ducts (3) set vertically into the top of a flood prevention dam and into which are stored hollow steel uprights. Steel posts (8) are set into the dam near to the storage ducts to support a portable lightweight hoist which enables a two man crew to lift and lock the vertical supports into an extended position. A second two man crew with a second hoist lifts the modular barrier sections and positions them between the vertical supports. The barrier sections can be made of welded hollow section aluminium alloy and are stored on the dam within reach of the hoist.

Description

Die Neuerung betrifft eine Hochwasserschutzvorrichtung nach dem Oberbegriff des Anspruches 1.The Innovation relates to a flood protection device according to the preamble of claim 1.

Aufgabe der Neuerung ist, einerseits sämtliche Abbau- und Abfahrtkosten sowie Wiederanfahrtkosten bei einem erneuten Auftreten von Hochwasser einzusparen und die sehr hohen Lagerhaltungskosten auszuschalten, und andererseits beim Aufstellen des Hochwasserschutzes die Personal- und Maschinenkosten entscheidend zu reduzieren.task the innovation is, on the one hand, all Dismantling and departure costs as well as return costs for a renewed To avoid the occurrence of flooding and the very high storage costs turn off, and on the other hand when setting up the flood protection to significantly reduce personnel and machine costs.

Gemäß der Neuerung wird dies mit den Merkmalen des Kennzeichens des Anspruches 1 erreicht. Weitere Ausgestaltungen der Neuerung sind Gegenstand der Unteransprüche.According to the innovation This is achieved with the features of the characterizing part of claim 1. Further embodiments of the invention are the subject of the dependent claims.

Die einzige Figur zeigt eine schematische Darstellung der Hochwasserschutzvorrichtung nach der Neuerung in seitlicher Ansicht.The single figure shows a schematic representation of the flood protection device after the innovation in lateral view.

Der Grundaufbau dieser Hochwasserschutzvorrichtung stellt eine Weiterentwicklung der Erfindung des Anmelders nach der PCT DE/03/01567 dar, wobei die neuerungsgemäße Schutzvorrichtung an die Flutseite einer bereits bestehenden oder erst zu errichtenden Betonmauer angebaut wird.Of the Basic construction of this flood protection device represents a further development the invention of the applicant according to PCT DE / 03/01567, wherein the protection device according to the innovation to the flood side of an already existing or to be built Concrete wall is grown.

Bei der neuerungsgemäßen Hochwasserschutzvorrichtung werden die verwendeten, 90 mm starken Alu-Dammbalken zu einer der Höhe des erwarteten Hochwasserpegels angepassten hohen Alu-Wand zusammengeschweißt und in mit 4, 5, 6 gezeigte IPB-Stahlstützen eingeführt, und werden nach dem Zurückgehen des Hochwassers (nicht dargestellt) hinter der Betonwand über dem Erdreich und über den im Erdreich eingerammten Vierkanthohlrohren 3 zwischen den IPB-Stahlstützen 6 gelagert.In the inventive flood control device, the used, 90 mm thick aluminum dam beams are welded together to a height of the expected flood level adapted high aluminum wall and in with 4 . 5 . 6 IPB steel columns are introduced, and after the return of the flood (not shown) behind the concrete wall above the ground and on the ground into the ground square hollow tubes 3 between the IPB steel columns 6 stored.

Steht Hochwasser an, gehen zwei Mann mit einem leichten Alu-Mastkran auf die Oberfläche der Mauer, stecken diesen Alu-Mastkran in die dafür eingesetzten Stahlblechhülsen 8 und ziehen mit Hilfe des Krans die IPB-Stahlstützen 7 aus den Viereck-Hohlrohren 3 in die vorgesehene und verlangte Hochwasserschutzhöhe (maximal 3,00 m), wie in der Figur angedeutet, und verankern die Stahlstützen 7 auf dieser Höhe. Dieser Vorgang nimmt für diese Gruppe von zwei Mann ca. drei Minuten pro Stahlstütze in Anspruch. Die aus zwei Mann bestehende Gruppe zieht dann zur nächsten Stahlstütze weiter und es kommt eine zweite, ebenfalls zwei Mann umfassende Gruppe mit einem Alu-Mastkran, den sie auf die Mauer-Oberkante und in die Stahlhülse 8 einsetzen. Mit Hilfe eines Zweier-Drahtseilgehänges wird dann die gesamte Alu-Dammbalkenwand eingehängt und mit dem Alu-Mastkran in die entsprechende Höhe der IPB-Stahlstützen 7 gezogen sowie an diesen Stützen verbolzt.If there is a flood, two men go with a light aluminum mast crane on the surface of the wall, put this aluminum mast crane in the steel sheet sleeves used for it 8th and use the crane to pull the IPB steel columns 7 from the square hollow tubes 3 into the designated and required flood protection height (maximum 3.00 m), as indicated in the figure, and anchoring the steel columns 7 at this height. This process takes about three minutes per steel column for this group of two men. The group of two men then moves on to the next steel support and there is a second, also two men comprehensive group with an aluminum mast crane, they on the wall top edge and in the steel sleeve 8th deploy. With the help of a two-wire suspension, the entire aluminum dam-beam wall is then suspended and with the aluminum mast crane in the appropriate height of the IPB steel columns 7 pulled and bolted to these supports.

Dieser von der zweiten Gruppe ausgeführte Vorgang nimmt ebenfalls ca. drei Minuten in Anspruch, so dass von einer aus vier Mann bestehenden Gruppe mit Hilfe von zwei Alu-Mastkränen in ca. drei Minuten ein Hochwasserschutzfeld von 3,00 m Länge und 3,00 m Höhe betriebsfertig aufgestellt wird, ohne dass weiteres Personal, zusätzliche maschinelle Einrichtungen und/oder Energiebedarf benötigt werden. Ein entsprechender Rückbau einer derartigen Hochwasserschutzvorrichtung verläuft in umgekehrter Reihenfolge und mit etwa gleichem zeitlichem Aufwand, wenn die beweglichen Teile der Hochwasserschutzvorrichtung demontiert werden.This operation performed by the second group Also takes about three minutes, so from a four-man group with the help of two aluminum mast cranes in about three Minutes a flood protection field of 3.00 m length and 3.00 m height ready for use is set up without additional staff, additional Machinery and / or energy needs are needed. A corresponding demolition such a flood protection device runs in reverse Order and with about the same amount of time when the moving Parts of the flood protection device to be dismantled.

Das gesamte, vorbeschriebene Hochwasserschutzmaterial bestehend aus IPB-Stahlstützen und zusammengeschweißten Dammbalkenwänden wird auf der Flutseite der Betonmauer, also von Land her nicht sichtbar und nicht verletzbar bis zum nächsten Hochwasserschutzeinsatz zwischengelagert. Damit entfällt ein Abtransportieren der Hochwasserschutzvorrichtung, ein Einlagern in dazu erforderliche Lagerhallen, und das erneute Wiederanfahren beim nächsten Hochwassereinsatz, so dass eine hohe Einsparung an Personal- und Gerätekosten erzielt wird.The entire, prescribed flood protection material consisting of IPB steel props and welded together Dammbalkenwänden becomes on the flood side of the concrete wall, so not visible from land and not vulnerable until the next Intermediate use of flood protection. This eliminates one Transporting the flood protection device, a storage in required warehouses, and the re-restart at the next High water use, so a high saving on personnel and equipment costs is achieved.

Claims (8)

Hochwasserschutzvorrichtung mit in den Erdboden eingebauter bzw. einzubauender Betonmauer, deren obere Begrenzung über Bodenniveau liegt, dadurch gekennzeichnet, dass der Betonmauer an der Flutseite in das Erdreich eingerammte Hohlrohre (3) vorgeschaltet sind, deren obere Begrenzung etwa bündig mit dem Bodenniveau verläuft, dass in die Hohlrohre (3) Stahlstützen (4) eingesetzt sind, die in den Hohlrohren (3) verankert sind und aus den Hohlrohren herausragen, und dass die Stahlstützen (4) zur Aufnahme und Lagerung von Stahlstützen (7) ausgebildet sind, zwischen denen eine Dammwand festgelegt ist.Flood protection device with built-in or to be built into the ground concrete wall, the upper limit is above ground level, characterized in that the concrete wall at the flood side in the soil rammed hollow tubes ( 3 ) are upstream, the upper boundary is approximately flush with the ground level that in the hollow tubes ( 3 ) Steel columns ( 4 ) are used in the hollow tubes ( 3 ) and protrude from the hollow tubes, and that the steel supports ( 4 ) for receiving and supporting steel columns ( 7 ) are formed, between which a dam wall is fixed. Hochwasserschutzvorrichtung nach Anspruch 1, dadurch gekennzeichnet, dass die Stahlstützen (7) auf die erforderliche Hochwasserhöhe aus den Stahlstützen (4) herausziehbar und in dieser herausgezogenen Position verriegelbar ausgebildet sind.Flood protection device according to claim 1, characterized in that the steel supports ( 7 ) to the required flood level from the steel columns ( 4 ) are pulled out and formed lockable in this withdrawn position. Hochwasserschutzvorrichtung nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass die Stahlstützen (7) IPB-Stahlstützen sind.Flood protection device according to claim 1 or 2, characterized in that the steel supports ( 7 ) IPB steel props are. Hochwasserschutzvorrichtung nach einem der Ansprüche 1 – 3, dadurch gekennzeichnet, dass die Betonmauer (1) eine Vorrichtung (8) zur Aufnahme eines Mastkranes aufweist, mit dem die Stahlstützen (7) auf die erforderliche Hochwasserhöhe anhebbar sind.Flood protection device according to one of claims 1 - 3, characterized in that the concrete wall ( 1 ) a device ( 8th ) for receiving a mast crane, with which the steel supports ( 7 ) can be raised to the required flood level are. Hochwasserschutzvorrichtung nach Anspruch 4, dadurch gekennzeichnet, dass die Vorrichtungen (8) Stahlblechhülsen sind.Flood protection device according to claim 4, characterized in that the devices ( 8th ) Are sheet steel sleeves. Hochwasserschutzvorrichtung nach einem der Ansprüche 1 – 5, dadurch gekennzeichnet, dass die Stahlstützen (7) zur Aufnahme der Dammbalken ausgebildet sind, die eine abdichtende Schutzwand gegen Hochwasser bilden.Flood protection device according to one of claims 1 - 5, characterized in that the steel supports ( 7 ) are formed for receiving the dam beams, which form a sealing protective wall against flood. Hochwasserschutzvorrichtung nach Anspruch 6, dadurch gekennzeichnet, dass die Dammbalken aus Aluminium bestehen.Flood protection device according to claim 6, characterized characterized in that the dam bars are made of aluminum. Hochwasserschutzvorrichtung nach Anspruch 6 oder 7, dadurch gekennzeichnet, dass die Dammbalken zu der vorgesehenen Hochwasserschutzhöhe zusammengeschweißt sind.Flood protection device according to claim 6 or 7, characterized in that the dam beams to the provided Flood protection are welded together.
DE202004009849U 2004-02-14 2004-06-23 Flood prevention system has steel support posts stored in vertical ducts and pulled up and locked into support positions for fitting modular barrier sections Expired - Lifetime DE202004009849U1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE202004009849U DE202004009849U1 (en) 2004-02-14 2004-06-23 Flood prevention system has steel support posts stored in vertical ducts and pulled up and locked into support positions for fitting modular barrier sections

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE202004002301.6 2004-02-14
DE202004002301 2004-02-14
DE202004009849U DE202004009849U1 (en) 2004-02-14 2004-06-23 Flood prevention system has steel support posts stored in vertical ducts and pulled up and locked into support positions for fitting modular barrier sections

Publications (1)

Publication Number Publication Date
DE202004009849U1 true DE202004009849U1 (en) 2005-03-10

Family

ID=34306523

Family Applications (1)

Application Number Title Priority Date Filing Date
DE202004009849U Expired - Lifetime DE202004009849U1 (en) 2004-02-14 2004-06-23 Flood prevention system has steel support posts stored in vertical ducts and pulled up and locked into support positions for fitting modular barrier sections

Country Status (1)

Country Link
DE (1) DE202004009849U1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109267539A (en) * 2018-10-12 2019-01-25 孙士元 Portable staking out device and preparation method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109267539A (en) * 2018-10-12 2019-01-25 孙士元 Portable staking out device and preparation method

Similar Documents

Publication Publication Date Title
DE102009023466B4 (en) Method and device for creating an underwater foundation of a building
EP1929107B1 (en) Protection and access arrangement
DE102009020517B3 (en) Method of constructing an underground structure
DE102005053782B4 (en) Self-climbing device
DE102005023488B4 (en) Lifting method for the cyclic erection of a framework for suspended boilers
DE102005048304A1 (en) High water level protection unit has steel support built into ground and protective wall bands of aluminum that can be drawn out and fixed in position and lowered when the waters recede
DE10254771A1 (en) Temporary building frame for demolition of high-rise structures has array of pillars and horizontal jacks hanging from a top-mounted platform
DE202004009849U1 (en) Flood prevention system has steel support posts stored in vertical ducts and pulled up and locked into support positions for fitting modular barrier sections
DE102011102546A1 (en) Foundation for off-shore wind energy plant, has body designed as annular body, and shaft designed as lattice construction, where body has passages that are opened toward sole of body and chambers for collecting sand
DE69000120T2 (en) METHOD FOR INSTALLING CEILINGS IN A CONTINUOUSLY CONSTRUCTED BUILDING WHOSE CONCRETE WALL IS BUILT WITH THE AID OF CONTINUOUS CLIMBING SHUTTERING
DE4219078C2 (en) Device for lowering a foundation part of a building into an excavation pit filled with groundwater
EP0083104A2 (en) Apparatus for centrally introducing a construction support into a borehole in the ground
DE1963852A1 (en) Method of erecting a structure that is at least partially submerged in a body of water
DE19803074C2 (en) Press shaft and method for creating one
DE102005048303A1 (en) Protection system for high water has a part firmly anchored in the ground and another removable, releasable part capable of being stowed away
EP2674532B1 (en) Method and system for providing a foundation for an offshore structure
AT397404B (en) DEVICE FOR BUILDING CONSTRUCTION WALLS
DE102014118543B4 (en) Demarcation arrangement
DE4432306C2 (en) Shoring device
DE102008054170B4 (en) Landfill base development
DE3543321C2 (en)
DE102010006427A1 (en) Device for dismantling inner chimney in industrial chimney in power plant, has beam hoist formed in running rails in horizontally displaceable manner over entire breadth of rails and comprising height-adjustable tools to break concrete
DE102004012295B4 (en) Damm device
DE2930796A1 (en) Trench sheet piling and revetment board frame - has flange girders and top support straps on guiding I=section girders
DE3703936A1 (en) Roofing structure for large dumps

Legal Events

Date Code Title Description
R086 Non-binding declaration of licensing interest
R409 Internal rectification of the legal status completed
R123 Application deemed withdrawn due to non-payment of filing fee
R207 Utility model specification

Effective date: 20050414

R156 Lapse of ip right after 3 years

Effective date: 20080101