DE503356C - Wavy iron sheet pile wall - Google Patents
Wavy iron sheet pile wallInfo
- Publication number
- DE503356C DE503356C DEN26665D DEN0026665D DE503356C DE 503356 C DE503356 C DE 503356C DE N26665 D DEN26665 D DE N26665D DE N0026665 D DEN0026665 D DE N0026665D DE 503356 C DE503356 C DE 503356C
- Authority
- DE
- Germany
- Prior art keywords
- sheet pile
- iron sheet
- pile wall
- piles
- wall
- 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
- E02D5/02—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
Wellenförmige eiserne Spundwand Spundbohlen, deren Ouerschnitt eine `-olle Welle bildet und deren Verbindungsschlösser, wenn man die Bohlen zu einer Spundwand vereinigt, in der Wandachse liegen, biegen sich um eine zur Wandachse geneigte Biegungsachse durch, ergeben also nicht -das günstigste Wi(derstandsmom.ent der Wand. Es ist deshalb vorgeschlagen worden, die Bohlen so anzuordnen, daß die genannten Biegungsachsen abwechselnd in entgegengesetzter Neigung liegen. Die Durchbiegung kann dann nur um die Wandachse erfolgen, so daß bei dieser Bohlenanordnung das günstigste Widerstandsmoment erreicht wird.Wavy iron sheet piling sheet piles, the cross section of which is a `-olle shaft forms and their connecting locks, when you turn the planks into one Sheet piling united, lying in the wall axis, bend around one to the wall axis inclined bending axis, so do not result in the most favorable resistance (derstandsmom.ent the wall. It has therefore been proposed to arrange the planks so that the called bending axes lie alternately in opposite inclination. The deflection can then only take place around the wall axis, so that the most favorable with this plank arrangement Moment of resistance is reached.
Bei diesem Verfahren muß aber jede zweite Bohle umgedreht werden, was für die Wand eine unregelmäßige Wellenform ergibt, bei der immer zwei Wellenberge auf zwei Wellentäler folgen. Das Rammen einer solchen Wand macht infolgedessen große Schwierigkeiten, denn es muß jedesmal in die Rammzangen ein besonderes Futter eingebracht werden, und trotzdem neigen die so angeordneten Bohlen sehr zum Verdrehen.With this method, however, every second plank must be turned over, which results in an irregular wave shape for the wall with two wave crests follow two wave troughs. As a result, ramming such a wall makes great Difficulties, because each time a special feed has to be brought into the pile drivers and yet the planks arranged in this way tend to twist very much.
Durch die Erfindung sollen diese Übelstände beseitigt werden. Sie besteht darin, daß zwischen je einer Spundbohle aus S- und 7--Form oder zwischen Gruppen derartiger Bohlen je eine Halb#vj-ellenbolile eingeschaltet wird. Auf diese Weise entsteht eine regelmäßige und daher leicht zu rammende Wand von größtem Widerstandsmoment.The invention is intended to eliminate these inconveniences. It consists in the fact that a half # vj-ellenbolile is inserted between each sheet pile of S -shape and 7-shape or between groups of such piles. In this way, a regular and therefore easy-to-drive wall with the greatest section modulus is created.
Die Abbildungen zeigen Beispiele von Wandausführungen, bei denen die Halbwellenbohlen a mit den Ganzwellenbohlen (Abb. r) und mit Gruppen von Ganzwellenbohlen (Abb. a) abwechseln. Sinngemäß können dabei die S- oder Z-förmigen Bohlen aus je -zwei in bekannter Weise durch Pressen oder Schweißen des Schlosses verbundenen Halbw ellenbohlen bestehen.The illustrations show examples of wall designs in which the Half-wave piles a with full-wave piles (Fig. R) and with groups of full-wave piles (Fig. A) alternate. Analogously, the S- or Z-shaped planks can be made from each -two connected in a known manner by pressing or welding the lock Half wave piles exist.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DEN26665D DE503356C (en) | Wavy iron sheet pile wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DEN26665D DE503356C (en) | Wavy iron sheet pile wall |
Publications (1)
Publication Number | Publication Date |
---|---|
DE503356C true DE503356C (en) | 1930-11-01 |
Family
ID=7343927
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DEN26665D Expired DE503356C (en) | Wavy iron sheet pile wall |
Country Status (1)
Country | Link |
---|---|
DE (1) | DE503356C (en) |
-
0
- DE DEN26665D patent/DE503356C/en not_active Expired
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