DE604250C - Anchoring for iron sheet piling - Google Patents
Anchoring for iron sheet pilingInfo
- Publication number
- DE604250C DE604250C DESCH99189D DESC099189D DE604250C DE 604250 C DE604250 C DE 604250C DE SCH99189 D DESCH99189 D DE SCH99189D DE SC099189 D DESC099189 D DE SC099189D DE 604250 C DE604250 C DE 604250C
- Authority
- DE
- Germany
- Prior art keywords
- anchoring
- sheet piling
- iron sheet
- flanges
- iron
- 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
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/76—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Description
Vefankerung für eiserne Spundwände Es ist bekannt, die Köpfe von Spundwandankern, insbesondere dann, wenn sie unter Wasser angebracht werden müssen, von oben her in nutenförmige, sich nach außen verengende Hohlräume einzuschiehen. Diese in der Zugrichtung sich verengenden Hohlräume sind bisher durch zusammengesetzte, an den Bohlenrücken angenietete Profile gebildet worden. Sie haben den Nachteil, daß sie statisch ungünstig, und zwar auf Abreißen beansprucht werden und daß das Widerstands; moment durch die Nietlöcher in den Bohlenrücken vermindert wird. Bei Spundwänden aus U-förnvgen Bohlen hat man die Verankerungen bisher meist in der Weise angebracht, daß die Bohlen durchbohrt oder durchbrannt wurden, 'um- die Anker durchstecken und anschließen zu können. Die Wände wurden dadurch gerade an den Ankeranschluß: stellen wesentlich geschwächt. Das Anbringen der Anker unter Wasser war sehr schwierig.Anchoring for iron sheet piling It is known that the heads of sheet piling anchors, especially if they have to be installed under water, from above to slide into groove-shaped, outwardly narrowing cavities. This in the Tensile direction narrowing cavities are so far by composite, to the Profiles riveted to the back of the plank have been formed. They have the disadvantage that they statically unfavorable, namely stressed to tear off and that the resistance; torque is reduced by the rivet holes in the back of the plank. For sheet piling from U-shaped planks, the anchoring has so far usually been attached in such a way that the planks were pierced or burned through, 'put through the anchors and to be able to connect. This made the walls straight to the anchor connection significantly weakened. Attaching the anchors underwater was very difficult.
Die vorliegende Erfindung vermeidet die Übelstände der bekannten Verankerungsarten dadurch, daß an den U-Bohlen senkrecht zu den Flanschen verlaufende Ansätze a mit angewalzt sind, auf denen die Ankerköpfe sich ,abstützen und beim Anbringen in bekannter Weise gleiten können.The present invention avoids the drawbacks of the known types of anchoring in that on the U-piles perpendicular to the flanges with approaches a are rolled, on which the anchor heads are supported, and when attaching in known Way can slide.
Aus der beiliegenden Abbildung sind die angewalzten Ansätze a an den Flanschen der Bohlen und die Ankerköpfe b ersichtlich.From the accompanying illustration, the rolled approaches a to the Flanges of the planks and the anchor heads b can be seen.
Die angewalzten Ausätze a können auf der Innen- oder Außenseite der Flansche lieg-en. Sie haben nebenbei den Vorteil, daß sie das Widerstandsmoment der .Spundwand vergrößern, weil sie in der Nähe der Außenzonen der Wand liegen.The rolled out Ausätze a can be on the inside or outside of the Flanges are located. They also have the advantage that they reduce the moment of resistance enlarge the sheet pile wall because they are close to the outer zones of the wall.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DESCH99189D DE604250C (en) | Anchoring for iron sheet piling |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DESCH99189D DE604250C (en) | Anchoring for iron sheet piling |
Publications (1)
Publication Number | Publication Date |
---|---|
DE604250C true DE604250C (en) | 1934-10-17 |
Family
ID=7446540
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DESCH99189D Expired DE604250C (en) | Anchoring for iron sheet piling |
Country Status (1)
Country | Link |
---|---|
DE (1) | DE604250C (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10024995A1 (en) * | 2000-05-22 | 2001-12-06 | Hsp Hoesch Spundwand Und Profi | Sheet piling wall; has sheet piles connected by clamps and at least one perpendicular or inclined flange, that is held by holder elements in engagement grooves on sheet piles |
EP1964978A1 (en) * | 2007-01-30 | 2008-09-03 | Josef Möbius Bau-Aktiengesellschaft | Method for erecting a wharfage and wharfage |
-
0
- DE DESCH99189D patent/DE604250C/en not_active Expired
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10024995A1 (en) * | 2000-05-22 | 2001-12-06 | Hsp Hoesch Spundwand Und Profi | Sheet piling wall; has sheet piles connected by clamps and at least one perpendicular or inclined flange, that is held by holder elements in engagement grooves on sheet piles |
DE10024995C2 (en) * | 2000-05-22 | 2002-09-12 | Hsp Hoesch Spundwand Und Profi | Sheet pile with the belt holding the sheet piles |
EP1964978A1 (en) * | 2007-01-30 | 2008-09-03 | Josef Möbius Bau-Aktiengesellschaft | Method for erecting a wharfage and wharfage |
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