AT69455B - Method of making well bores and pile holes. - Google Patents

Method of making well bores and pile holes.

Info

Publication number
AT69455B
AT69455B AT69455DA AT69455B AT 69455 B AT69455 B AT 69455B AT 69455D A AT69455D A AT 69455DA AT 69455 B AT69455 B AT 69455B
Authority
AT
Austria
Prior art keywords
well bores
pile holes
making well
pipe
pile
Prior art date
Application number
Other languages
German (de)
Original Assignee
Wayss & Freytag A G Fa
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Wayss & Freytag A G Fa filed Critical Wayss & Freytag A G Fa
Application granted granted Critical
Publication of AT69455B publication Critical patent/AT69455B/en

Links

Landscapes

  • Piles And Underground Anchors (AREA)
  • Earth Drilling (AREA)

Description

  

   <Desc/Clms Page number 1> 
 



  Verfahren zur Herstellung von   Brunnenbohr-und Pfahllöchern.   



   Zur Herstellung von Pfahllöchern und Brunnenbohrungen verwendet man erstens Bohrgeräte, welche das Erdreich aus dem Bohrrohr ausbohren, was aber besonders bei der Herstellung von Betonpfählen den Nachteil hat, dass keine Verdichtung des Bodens unter der Pfahlspitze entsteht, zweitens Vortreibrohre mit einem durch das   Rohrinncre     gehenden Kern,   der unten eine Spitze besitzt, welche Rohre wieder ausgezogen, oder, falls sie ohne Kern wieder eingetrieben 
 EMI1.1 
 



   Erfahrungsgemäss ist dies nur durch schwere teure Rammschienen zu erzielen, welche erhebliche Transportaufstellungskosten und Betriebskosten verursachen und infolge der weitausladenden   Fusskonstruktion   und der für gewisse   Fallhöhen   erforderlichen   Nutzhöhe   nicht auf jeder Baustelle zu verwenden sind. 



   Verwendet man dagegen zum Einrammen eines   Vortreibrohres   eine   in   dessen Hohlraum stehende, von einem Bär belastete oder gerammte Säule aus plastischem Material, wie :   Zemellt-,   
 EMI1.2 
 Bodenschichten fort. Die bisher   üblichen Rammen   sind sehr schwer, teuer, schwierig zu transportieren, aufzustellen und zu betätigen. Die Rammeinrichtung für die vorliegende Erfindung hingegen kann ausserordentlich einfach und billig hergestellt   werden, weit das   Innere des   Eintn, ib-   rohres dem Bär selbst als Führung dienen kann und die   Mäkler   an den Rammen ersetzt. 
 EMI1.3 
 vermieden werden.

   Als Ramm- und Ausziehgerüst für das Rohr kann beispielsweise ein Dreibock d vorgesehen werden, der oben eine Laufrolle r für das Bärseil oder eind Vorrichtung zum anbringen der Ramm- und Aufziehvorrichtungen haben kann. 



   Zur Erleichterung des Eindringens des Rohres in den Boden kann das untere Ende des Vortreibrohres in geeigneter Weise geformt sein. 

**WARNUNG** Ende DESC Feld kannt Anfang CLMS uberlappen**.



   <Desc / Clms Page number 1>
 



  Method of making well drilling and pile holes.



   For the production of pile holes and well bores, firstly, drilling devices are used, which drill the earth out of the drill pipe, but this has the disadvantage, especially in the production of concrete piles, that no compaction of the soil occurs under the pile tip, and secondly, jacking pipes with a core going through the inside of the pipe which has a point at the bottom, which tubes are pulled out again, or, if they are without a core, driven in again
 EMI1.1
 



   Experience has shown that this can only be achieved with heavy, expensive ramming rails, which cause considerable transport installation costs and operating costs and, due to the extensive foot construction and the usable height required for certain drop heights, cannot be used on every construction site.



   If, on the other hand, you use a pillar of plastic material, such as: Zemell,
 EMI1.2
 Layers of soil. The hitherto common rams are very heavy, expensive, difficult to transport, set up and operate. The ramming device for the present invention, on the other hand, can be produced extremely simply and cheaply, as long as the inside of the Eintn, ib- pipe can serve as a guide for the bear itself and replaces the brokers on the rams.
 EMI1.3
 be avoided.

   A tripod d, for example, can be provided as a ramming and pulling frame for the pipe, which can have a roller r for the bear rope or a device for attaching the ramming and pulling devices.



   In order to facilitate the penetration of the pipe into the ground, the lower end of the propulsion pipe can be shaped in a suitable manner.

** WARNING ** End of DESC field may overlap beginning of CLMS **.

 

Claims (1)

PATENT-ANSPRUCH : Verfahren zur Herstellung von Brunnenbohr- und Pfahllöchern, dadurch gekennzeichnet, EMI1.4 **WARNUNG** Ende CLMS Feld Kannt Anfang DESC uberlappen**. PATENT CLAIM: Process for the production of well bores and pile holes, characterized in, EMI1.4 ** WARNING ** End of CLMS field may overlap beginning of DESC **.
AT69455D 1914-02-27 1914-02-27 Method of making well bores and pile holes. AT69455B (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
AT69455T 1914-02-27

Publications (1)

Publication Number Publication Date
AT69455B true AT69455B (en) 1915-07-26

Family

ID=3591269

Family Applications (1)

Application Number Title Priority Date Filing Date
AT69455D AT69455B (en) 1914-02-27 1914-02-27 Method of making well bores and pile holes.

Country Status (1)

Country Link
AT (1) AT69455B (en)

Similar Documents

Publication Publication Date Title
AT69455B (en) Method of making well bores and pile holes.
EP1530662A1 (en) Foundation for water structures
DE102012201281A1 (en) Reinforced concrete foundation pile structure used for roof, bridge or wall construction of gas station for e.g. electric vehicle, has reinforced concrete pile portions and spacing pile that are formed as three-pronged pile system
DE594473C (en) Process for the dismantling of large deposits
DE19941302A1 (en) Device and method for producing support columns sunk in the ground
DE286333C (en)
DE3026638A1 (en) Heat-exchanger body inserted in ground - contains pipe for heat transfer medium between heat and tip
DE2323135A1 (en) METHOD OF BUILDING A TOWER OD. DGL. ON THE SEA BOTTOM
AT61209B (en) Method of reinforcing concrete piles.
DE568333C (en) Process for the production of press concrete piles
DE578650C (en) Method and device for the production of columns of filler in natural or artificial deposits
DE815327C (en) Process for the production of deep foundations
EP2511223B1 (en) Method for producing a lifting device in the ground and use of same
AT241362B (en) Procedure for the foundation of structures below the water table
DE398627C (en) Method for the production of site stakes from concrete by means of a driving pipe
AT18949B (en) Foundation pillars for making foundations.
DE2013992A1 (en) Method for the construction of an excavation using a framework with piles
AT65619B (en) Process for the production of foundations and other building structures made of concrete or masonry in any building material in water-containing soil in flowing or standing water.
DE893779C (en) Process for the production of mixed foundation piles from reinforced concrete or the like.
AT117702B (en) Method and device for the execution of foundations using basic hardening columns.
AT70922B (en) Proposal pile and method of proposing pile holes to be cast in concrete.
DE102013226121B4 (en) Apparatus and method for soil compaction and / or soil compaction
AT24263B (en) Core for driving in and countersinking sinkers for concrete foundations.
AT243191B (en) Method for lowering a hollow body tightly enclosed by a sheet pile wall and sheet pile wall for performing the method
DE2851619A1 (en) Concrete post foundation hole prodn. - involves lowering pipe into ground using vibrator and core is removed using differential air pressure