DE185650C - - Google Patents
Info
- Publication number
- DE185650C DE185650C DENDAT185650D DE185650DA DE185650C DE 185650 C DE185650 C DE 185650C DE NDAT185650 D DENDAT185650 D DE NDAT185650D DE 185650D A DE185650D A DE 185650DA DE 185650 C DE185650 C DE 185650C
- Authority
- DE
- Germany
- Prior art keywords
- sheet
- sheet pile
- section
- pile wall
- profile
- 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.)
- Active
Links
- 230000001264 neutralization Effects 0.000 claims description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 8
- 229910052742 iron Inorganic materials 0.000 description 4
- 238000010276 construction Methods 0.000 description 1
- 230000002349 favourable Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000003313 weakening Effects 0.000 description 1
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
- E02D5/02—Sheet piles or sheet pile bulkheads
- E02D5/03—Prefabricated parts, e.g. composite sheet piles
- E02D5/04—Prefabricated parts, e.g. composite sheet piles made of steel
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (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
KAISERLICHESIMPERIAL
PATENTAMT.PATENT OFFICE.
Die bisher bekannt gewordenen eisernen Spundwände haben den Übelstand, daß sie infolge der verwendeten Profile und deren Verbindung für größere Uferschälungen nicht in Betracht kommen können, weil das Widerstandsmoment der so hergestellten Spundwände zu gering ist.The iron sheet pile walls that have become known so far have the disadvantage that they not due to the profiles used and their connection for larger bank peeling can be considered because the section modulus of the sheet pile walls produced in this way is too low.
Die vorliegende Erfindung bezweckt, mitThe present invention aims at
geringstem Aufwand an. Material Spundwändeminimal effort. Material sheet piling
ίο von großem Widerstandsmoment herzustellen.ίο to produce a large section modulus.
Zu diesem Zweck werden Spundwandeisen von ein und demselben Walzprofil abwechselnd rechts und links eingesetzt. Die Führung und der Schluß (Verbindung) der Eisen wird durch die eigenartige Konstruktion der Profile selbst unter Ergänzung durch aufgenietete Führungsleisten bewirkt.For this purpose, sheet piling iron from one and the same rolled profile are alternately used used on the right and left. The leadership and the conclusion (connection) of the iron will due to the peculiar construction of the profiles themselves with the addition of riveted ones Guide strips causes.
Auf beiliegender, die .neue Spundwand im Querschnitt zeigender Zeichnung ist die Erfindung veranschaulicht.The invention is shown in the accompanying drawing, which shows the new sheet pile wall in cross section illustrated.
Der Schenkel α der rinnenförmigen Spundwandeisen ist einfach winkelförmig abgebogen und bildet mit der aufgenieteten Führungsleiste c zusammen einen Falz, in den das S - förmig abgebogene Flantschende des Schenkels b der wechselseitig angeordneten Nachbarbohle hineinpaßt.The leg α of the channel-shaped sheet piling iron is simply bent at an angle and together with the riveted guide strip c forms a fold into which the S-shaped bent flange end of the leg b of the alternately arranged neighboring pile fits.
Die Vorteile der neuen Spundwand sind:The advantages of the new sheet pile wall are:
I. Ein einfaches niedriges Walzprofil wird verwendet, welches ohne Schwierigkeit gewalzt werden kann und für die Ausführung der Spundwände deswegen günstig ist, weil ein und dasselbe Profil wechselseitig angeordnet werden kann.I. A simple low profile is used, which is rolled without difficulty can be and is therefore favorable for the execution of the sheet pile walls because one and the same profile is arranged alternately can be.
2. Ein großes Widerstandsmoment der fertigen Spundwand wird erreicht, wobei verhältnismäßig niedrige Profile von geringem Widerstandsmoment derart günstig in oder in der Nähe der neutralen Achse des Gesamtquerschnittes verbunden werden, daß das Ge-Samtwiderstandsmoment der Spundwand das Mehrfache% des Einzelprofils beträgt.2. A large section modulus of the finished sheet pile wall is achieved, with relatively low sections of low section modulus being connected so favorably in or near the neutral axis of the overall cross-section that the total section modulus of the sheet pile wall is a multiple of % of the individual section.
3. Führung und Schluß der Bohlen untereinander geschehen in einfachster Weise nach jeder Richtung hin, und zwar in oder in der Nähe der neutralen Achse, wo die unvermeidliche Schwächung ohne wesentlich schädlichen Einfluß ist.3. Leadership and closure of the planks among one another are done in the simplest possible way in any direction, in or near the neutral axis where the inevitable Is weakening without a significantly harmful influence.
Claims (2)
Publications (1)
| Publication Number | Publication Date |
|---|---|
| DE185650C true DE185650C (en) |
Family
ID=449468
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| DENDAT185650D Active DE185650C (en) |
Country Status (1)
| Country | Link |
|---|---|
| DE (1) | DE185650C (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1986005532A1 (en) * | 1985-03-15 | 1986-09-25 | Profiles Et Tubes De L'est | Metal pile planks cold formed by metal sheet shaping or bending, and walls built from said pile planks |
-
0
- DE DENDAT185650D patent/DE185650C/de active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1986005532A1 (en) * | 1985-03-15 | 1986-09-25 | Profiles Et Tubes De L'est | Metal pile planks cold formed by metal sheet shaping or bending, and walls built from said pile planks |
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