DE315138C - - Google Patents
Info
- Publication number
- DE315138C DE315138C DENDAT315138D DE315138DA DE315138C DE 315138 C DE315138 C DE 315138C DE NDAT315138 D DENDAT315138 D DE NDAT315138D DE 315138D A DE315138D A DE 315138DA DE 315138 C DE315138 C DE 315138C
- Authority
- DE
- Germany
- Prior art keywords
- claw
- soil
- mandrel
- opening
- leading
- 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
- 210000000078 Claw Anatomy 0.000 claims description 22
- 239000002689 soil Substances 0.000 claims description 8
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 4
- 229910052742 iron Inorganic materials 0.000 claims description 2
- 239000011324 bead Substances 0.000 description 2
- 210000003733 Optic Disk Anatomy 0.000 description 1
- 241000282898 Sus scrofa Species 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000149 penetrating Effects 0.000 description 1
- 230000002250 progressing Effects 0.000 description 1
- 230000036633 rest Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
- E02D13/02—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers specially adapted for placing or removing bulkheads
Landscapes
- Engineering & Computer Science (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)
- Structural Engineering (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Description
Die Erfindung betrifft eine Vorrichtung zum seitlichen Herausdrängen des Bodens aus den Kiauen beim Einrammen von eisernen Spundbohlen mit Wulst- und Klauenver-Schluß. Das Neue besteht in einem in der Klaue sich führenden säulenförmigen Dorn mit einer nach der Klauenöffnung gerichteten Schrägfläche am unteren Ende. Hierdurch wird erreicht, daß der in die Klaue eingedrungene Boden sich nicht in tote Winkel hineindrängt, da der säulenförmige Dorn sich überall an den Wandungen des Klauenkanals führt, und daß die der Klauenöffnung gegenüberliegende Schrägfläche des Domes den Boden ohne erhebliche Reibung aus dem Klauenkanal hinausdrängt.The invention relates to a device for the lateral displacement of the soil from the kew when driving in iron sheet piles with bulging and claw connections. The novelty consists in a columnar spine leading in the claw with one directed towards the claw opening Bevel at the lower end. This ensures that the penetrated into the claw Soil does not push itself into blind spots, since the columnar thorn is everywhere on the walls of the claw channel leads, and that the claw opening opposite inclined surface of the dome Pushes soil out of the claw channel without significant friction.
In Pig. ι und 2 sind als Beispiel zwei Spundbohlen 1 und 2 mit Wulst- ■■ und Klauenverschluß im Grund- und Aufriß dar-In Pig. ι and 2 are two as an example Sheet piles 1 and 2 with bulge and ■■ claw locks in plan and elevation
ao gestellt. Der Pfeil zeigt die Richtung des i'ortschreitens der Rammarbeit. Die Spundbohle ι ist bereits eingerammt. Die Spundbohle 2 ist in der Einrammung begriffen und treibt dabei den in der Klaue 3 sich führenden Dorn 6 mit dem Wulst 4 vor sich her, wodurch der in die Klaue 3 etwa seitwärts eingedrungene Boden seitwärts wieder hinausgedrückt wird. In das untere Ende der Klaue 3 ist der Rammdorn 5 eingesetzt, um das Eindringen von Erde in die Klaue 3 von unten her zu verhüten.ao posed. The arrow shows the direction in which the piling work is progressing. The sheet pile ι has already been driven in. The sheet pile 2 is being driven in and drives the mandrel 6 leading in the claw 3 with the bead 4 in front of it, whereby the soil which has penetrated approximately sideways into the claw 3 is pushed out again sideways will. The ram 5 is inserted into the lower end of the claw 3 to prevent soil from penetrating into the claw 3 to prevent from below.
In Fig. 3 ist in größerem Maßstabe die Klaue 3 mit dem Dorn 6 im Grundriß dargestellt. Strichpunktiert ist noch angedeutet, wie der Wulst 4 in der Klaue 3 auf dem Dorn 6 ruht. Der Dorn 6 hat eine Schrägfläche 7, deren Grundlinie 8 gleich zu der Öffnungslinie 9-9 liegt, so daß der in der Klaue 3 etwa enthaltene Boden aus der Klauenöffnung in der Pfeilrichtung herausgedrängt wird.In Fig. 3, the claw 3 is shown with the mandrel 6 in plan on a larger scale. It is also indicated by dash-dotted lines how the bead 4 rests in the claw 3 on the mandrel 6. The mandrel 6 has an inclined surface 7, the base line 8 is equal to the opening line 9-9, so that the approximately contained in the claw 3 soil from the Claw opening is forced out in the direction of the arrow.
In Fig. 4 ist der säulenförmige Dorn 6 im Aufriß mit der Schrägfläche 7 und der Grundlinie 8 dargestellt.In Fig. 4, the columnar mandrel 6 is in elevation with the inclined surface 7 and the Baseline 8 shown.
Fig. 5 ist ein Schaubild des Domes 6.5 is a diagram of the dome 6.
Andere Ouerschnittausbildungen des Dorn.es sind in Fig. 6 und 7 dargestellt.Other cross-sectional configurations of the mandrel are shown in FIGS.
FSg. 6 zeigt die Anwendung1 des Domes bei Bohlen mit Doppelverschluß.FSg. 6 shows the application 1 of the dome in planks with a double lock.
Der Dorn nach Fig. 7 besitzt an seinem nahezu kreisrunden Teil noch einen Ansatz, der mit der Klauenöffnungslinie 9-9 abschließt oder sogar noch etwas darüber hinausragt, damit sich überhaupt kein Boden" in der Klaue festsetzen kann.The mandrel according to Fig. 7 has an approach on its almost circular part, which ends with the claw opening line 9-9 or even protrudes slightly beyond it, so that no soil at all "can establish itself in the claw.
Claims (1)
Publications (1)
Publication Number | Publication Date |
---|---|
DE315138C true DE315138C (en) |
Family
ID=567910
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DENDAT315138D Active DE315138C (en) |
Country Status (1)
Country | Link |
---|---|
DE (1) | DE315138C (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3246093C1 (en) * | 1982-12-13 | 1984-06-14 | Josef 5138 Heinsberg Krings | Sheeting plate |
NL1030999C2 (en) * | 2006-01-25 | 2007-07-26 | Johannes Gerardus Van Coterlet | Method for manufacturing a sheet pile wall, as well as sheet pile board therefor. |
-
0
- DE DENDAT315138D patent/DE315138C/de active Active
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3246093C1 (en) * | 1982-12-13 | 1984-06-14 | Josef 5138 Heinsberg Krings | Sheeting plate |
NL1030999C2 (en) * | 2006-01-25 | 2007-07-26 | Johannes Gerardus Van Coterlet | Method for manufacturing a sheet pile wall, as well as sheet pile board therefor. |
US8235630B2 (en) | 2006-01-25 | 2012-08-07 | Johannes Gerardus Van De Coterlet | Method for producing a sheet pile wall and sheet pile plank therefor |
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