DE579543C - Anchoring for iron sheet piling - Google Patents
Anchoring for iron sheet pilingInfo
- Publication number
- DE579543C DE579543C DESCH90449D DESC090449D DE579543C DE 579543 C DE579543 C DE 579543C DE SCH90449 D DESCH90449 D DE SCH90449D DE SC090449 D DESC090449 D DE SC090449D DE 579543 C DE579543 C DE 579543C
- Authority
- DE
- Germany
- Prior art keywords
- anchoring
- sheet piling
- iron sheet
- approaches
- sheet
- 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
Verankerung für eiserne Spundwände Bei der Herstellung von Uferwänden aus Z-förmigen Spundbohlen ist in der Regel eine Verankerung erforderlich, und zwar aus statischen Gründen häufig unterhalb der Wasserlinie. Bei den Spundwänden aus Z-förmigen Bohlen hat man die Verankerungen 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 Ankeranschlußteilen wesentlich geschwächt. Das Anbringen der Anker unter Wasser war sehr schwierig.Anchoring for iron sheet piling in the manufacture of bank walls from Z-shaped sheet piles, anchoring is usually required, namely often below the waterline for static reasons. From the sheet pile walls Z-shaped planks have anchors attached in such a way that the planks pierced or blown in order to push the anchors through and connect to them can. The walls were thereby considerably weakened, especially at the anchor connection parts. Attaching the anchors underwater was very difficult.
Die vorliegende Erfindung vermeidet diese Übelstände dadurch, daß sie an den Z-Bohlen Ansätze a anbringt, z. B. anwalzt, auf denen die Ankerköpfe b sich abstützen und beim Anbringen in bekannter Weise gleiten können.The present invention avoids these inconveniences in that it attaches to the Z-planks approaches a, z. B. rolled, on which the anchor heads b can be supported and slide in a known manner when attaching.
Aus der beiliegenden Abbildung sind die angewalzten Ansätze a an den Übergängen zwischen Steg und Flansche der Einzelbohle ersichtlich. Diese Führungsstücke oder Ansätze a können auch eine andere Form. haben, ohne dadurch vom Wesen der Erfindung abzuweichen. Der Zweck der Erfindung ist, ein Durchbohren bzw. Durchbrennen bei Spundwänden aus Z-förmigen Spundwandeisen für die Anbringung einer Verankerung zu vermeiden und schwierigen Unterwasserarbeiten aus dem Wege zu gehen.From the accompanying illustration, the rolled approaches a to the Transitions between the web and the flanges of the single pile can be seen. These guide pieces or approaches a can also have a different shape. have without affecting the essence of the invention to deviate. The purpose of the invention is to puncture or burn through Sheet piling made of Z-shaped sheet piling iron for the attachment of an anchoring avoid and avoid difficult underwater work.
Die angewalzten Ansätze a können groß oder klein sein, sie haben daneben statisch den Vorteil, daß sie das Widerstandsmoment der Spundwand vergrößern.The rolled approaches a can be large or small, they have next to it statically the advantage that they increase the section modulus of the sheet pile wall.
Die Schloßausbildung ist ohne Einfluß auf die Erfindung. `The lock design has no influence on the invention. `
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DESCH90449D DE579543C (en) | Anchoring for iron sheet piling |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DESCH90449D DE579543C (en) | Anchoring for iron sheet piling |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| DE579543C true DE579543C (en) | 1933-06-28 |
Family
ID=7444397
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| DESCH90449D Expired DE579543C (en) | Anchoring for iron sheet piling |
Country Status (1)
| Country | Link |
|---|---|
| DE (1) | DE579543C (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1989002954A1 (en) * | 1987-09-26 | 1989-04-06 | Bilfinger + Berger Bauaktiengesellschaft | Sheeting support |
| 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 |
-
0
- DE DESCH90449D patent/DE579543C/en not_active Expired
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1989002954A1 (en) * | 1987-09-26 | 1989-04-06 | Bilfinger + Berger Bauaktiengesellschaft | Sheeting support |
| 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 |
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