DE484062C - Iron flood protection wall with a bearing rail anchored in the foundation masonry - Google Patents
Iron flood protection wall with a bearing rail anchored in the foundation masonryInfo
- Publication number
- DE484062C DE484062C DEH105260D DEH0105260D DE484062C DE 484062 C DE484062 C DE 484062C DE H105260 D DEH105260 D DE H105260D DE H0105260 D DEH0105260 D DE H0105260D DE 484062 C DE484062 C DE 484062C
- Authority
- DE
- Germany
- Prior art keywords
- iron
- wall
- rail
- bearing rail
- flood protection
- 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
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
- E02B3/106—Temporary 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)
- Building Environments (AREA)
Description
Eiserne Hochwasserschutzwand mit einer im Grundmauerwerk verankerten Lagerschiene Die Erfindung betrifft eine eiserne Hochwasserschutzwand mit einer im Grundmauerwerk verankerten Lagerschiene. Derartige Schutzwände werden zeitweilig aufgerichtet und haben den Zweck, Hochwasserschäden abzuwehren. Die Erfindung liegt in einer zweckmäßigen baulichen Ausgestaltung einer solchen Wand. Erfindungsgemäß ist die aus einzelnen Tafeln bestehende Wand mit einer dem hakenförmigen oberen Ende der Lagerschiene entsprechenden 'vvfstartigen Fußschiene versehen und gegen die Lagerschiene unter Einfügung einer Gummidichtung durch Klemmstücke feststellbar. Ferner ist an jede Einzeltafel der Wand auf der Rückseite an einer der senkrechten Kanten ein seitlich überkragendes T-förmiges Profileisen angenietet, an dem eine seitlich offene Kappe zum Anschluß einer Strebe befestigt ist, deren Fußende entsprechend dem wulstartigen Kopf einer im Grundmauerwerk festgelegten Ankerschiene als Klaue ausgebildet ist. Schließlich ist noch der seitlich überkragende, der Verbindung der einzelnen Wandtafeln dienende Flansch des T-förmigen Profileisens mit einer einen Dichtungsstreifen enthaltenden Längsnut versehen.Iron flood protection wall with one anchored in the foundation masonry Bearing rail The invention relates to an iron flood protection wall with a bearing rail anchored in the foundation masonry. Such protective walls are temporary erected and have the purpose of warding off flood damage. The invention lies in an appropriate structural design of such a wall. According to the invention is the wall consisting of individual panels with a hook-shaped upper one End of the bearing rail provided corresponding 'vvfst-like foot rail and against the bearing rail can be locked by inserting a rubber seal by clamping pieces. Furthermore, one of the vertical panels is attached to the back of each individual panel on the wall Edges of a laterally protruding T-shaped profile iron riveted to which one Laterally open cap for connecting a strut is attached, the foot end accordingly the bead-like head of an anchor rail fixed in the foundation masonry as a claw is trained. Finally there is the laterally protruding, the connection the individual wall panels serving flange of the T-shaped profile iron with a provided a sealing strip containing longitudinal groove.
Die Zeichnung zeigt eine Schutzwand nach der Erfindung in der Abb. z im Schnitte und in der Abb. a im Grundriß; die Abb. 3 stellt die Verbindung der Wandtafeln im Schnitt dar.The drawing shows a protective wall according to the invention in Fig. z in sections and in Fig. a in plan; Fig. 3 represents the connection of the Wall panels in section.
Die einzelnen Tafeln der Schutzwand ruhen mit ihrer wulstartig ausgebildeten Fußschiene e auf einer im Grundmauerwerk verankerten Lagerschiene a. Die Lagerschiene a hat am oberen Ende die Form eines Hakens, so daß sie über die Fußschiene e der Wand greift. Die Wand d erhält ihren festen Stand durch ein seitlich an a angebrachtes Klemmstück m, das die Fußschiene e in den hakenförmigen Kopf der Ankerschiene a preßt, in der zur Abdichtung der ganzen Befestigung ein Gummistreifen l liegt. Abgestützt wird die Wand durch eine Strebe g, die unten auf einer zweiten, mit der Ankerschiene a gleichlaufenden Ankerschiene b ruht und die als Klaue i derart ausgebildet ist, daß sie den entsprechend wulstartigen Kopf der Lagerschiene b umfaßt. Auch die zweite . Schiene ist im Grundmauerwerk festgelegt und durch einen Anker c mit der Schiene a verbunden. Das obere kugelförmige Ende der Strebe g wird in die seitliche Öffnung der Kappe k gedrückt, die an dem T-förmigen Profileisen f befestigt ist.The individual panels of the protective wall rest with their bead-like foot rail e on a bearing rail a anchored in the foundation masonry . The bearing rail a has the shape of a hook at the upper end, so that it engages over the foot rail e of the wall. The wall d is given its firm stand by a clamping piece m attached to the side of a, which presses the foot rail e into the hook-shaped head of the anchor rail a, in which a rubber strip l is located to seal the entire attachment. The wall is supported by a strut g which is formed at the bottom of a second, with the anchor rail a co-rotating anchor rail b i and the rest as a pawl in such a way that it includes the corresponding bead-like head of the bearing rail b. The second too. The rail is fixed in the foundation masonry and connected to the rail a by an anchor c. The upper spherical end of the strut g is pressed into the side opening of the cap k, which is attached to the T-shaped profile iron f.
Der die senkrechten Kanten der Wand seitlich überragende Flansch des T-förmigen Profileisens f dient zur Verbindung der einzelnen aneinandergeschobenen Tafeln und ist mit einer Längsnut zur Aufnahme einer Gummidichtung versehen.The flange of the T-shaped profile iron f is used to connect the individual pushed together Panels and is provided with a longitudinal groove to accommodate a rubber seal.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DEH105260D DE484062C (en) | Iron flood protection wall with a bearing rail anchored in the foundation masonry |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DEH105260D DE484062C (en) | Iron flood protection wall with a bearing rail anchored in the foundation masonry |
Publications (1)
Publication Number | Publication Date |
---|---|
DE484062C true DE484062C (en) | 1929-10-11 |
Family
ID=7169735
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DEH105260D Expired DE484062C (en) | Iron flood protection wall with a bearing rail anchored in the foundation masonry |
Country Status (1)
Country | Link |
---|---|
DE (1) | DE484062C (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2434457A (en) * | 1945-01-12 | 1948-01-13 | Virginius M Cruikshank | Convertible riparian structure |
DE3429190A1 (en) * | 1984-08-08 | 1986-02-20 | Franz 4630 Bochum Seitz | Flood-protection wall |
DE3612374A1 (en) * | 1986-04-12 | 1987-10-15 | Gerhard Geiger | Low overfall, in particular for rain and melt water |
EP1690986A2 (en) * | 2004-12-07 | 2006-08-16 | Udo Brabender | Mobile barrier for high water protection |
EP1916339A3 (en) * | 2006-10-17 | 2010-03-17 | ThyssenKrupp GfT Bautechnik GmbH | Flood protection wall |
-
0
- DE DEH105260D patent/DE484062C/en not_active Expired
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2434457A (en) * | 1945-01-12 | 1948-01-13 | Virginius M Cruikshank | Convertible riparian structure |
DE3429190A1 (en) * | 1984-08-08 | 1986-02-20 | Franz 4630 Bochum Seitz | Flood-protection wall |
DE3612374A1 (en) * | 1986-04-12 | 1987-10-15 | Gerhard Geiger | Low overfall, in particular for rain and melt water |
EP1690986A2 (en) * | 2004-12-07 | 2006-08-16 | Udo Brabender | Mobile barrier for high water protection |
EP1690986A3 (en) * | 2004-12-07 | 2007-08-15 | Udo Brabender | Mobile barrier for high water protection |
EP1916339A3 (en) * | 2006-10-17 | 2010-03-17 | ThyssenKrupp GfT Bautechnik GmbH | Flood protection wall |
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