DE120486C - - Google Patents
Info
- Publication number
- DE120486C DE120486C DENDAT120486D DE120486DA DE120486C DE 120486 C DE120486 C DE 120486C DE NDAT120486 D DENDAT120486 D DE NDAT120486D DE 120486D A DE120486D A DE 120486DA DE 120486 C DE120486 C DE 120486C
- Authority
- DE
- Germany
- Prior art keywords
- cement paste
- pipes
- pipe
- soil
- ground
- 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
- 239000004568 cement Substances 0.000 claims description 8
- 239000002689 soil Substances 0.000 claims description 6
- 238000004519 manufacturing process Methods 0.000 claims description 2
- 238000000034 method Methods 0.000 claims description 2
- 230000035515 penetration Effects 0.000 claims 1
- 238000003825 pressing Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Description
KAISERLICHESIMPERIAL
PATENTAMT.PATENT OFFICE.
: Den Gegenstand der Erfindung bildet eine Neuerung an dem unter anderem durch die Patentschrift 74265 bekannt gewordenen Verfahren zur Herstellung von Grundbau, bei welchem zur Befestigung von für den Grundbau dienenden Rohren flüssiger Cementbrei in diese eingeführt und durch seitliche Oeffnungen in den umgebenden Boden ausgespritzt wird. Die Neuerung besteht darin, dafs dem eingeprefsten Cementbrei das tiefere Eindringen in den Boden dadurch ermöglicht wird, dafs, wie in beiliegender Zeichnung dargestellt ist, das Grundbaurohr a, welches im Uebrigen beliebig angeordnet sein kann, mit seitlichen Stacheln s versehen ist, welche während der Eindrehung des Rohres Furchen in den Boden ziehen, die sofort durch unter Hochdruck eingepumpten, an der Wurzel der Stacheln durch die Seitenöffnungen I I austretenden Cementbrei ausgefüllt werden. Dadurch wird erreicht, dafs sich der Cementbrei mit dem Boden vermischt, ihn inkrustirt und festigt. Das ein-1 gebohrte1 Grundbaurohr empfängt nach Erhärtung des Cementbreies bedeutende Standfestigkeit und wird befähigt, je nach der Tiefe der Einbohrung und nach dem Umkreis, den die Stacheln durchfurcht haben, einen entsprechenden Oberbau zu tragen, denn der ganze solchergestalt durchfurchte Boden wird in eine compacte Betonmasse verwandelt.: The subject of the invention is an innovation in the method for the production of foundation structures, which has become known, inter alia, from the patent specification 74265, in which liquid cement paste is introduced into the foundation construction pipes and injected into the surrounding soil through lateral openings. The innovation consists in the fact that the pressed-in cement paste is able to penetrate deeper into the ground by the fact that, as shown in the accompanying drawing, the basic construction pipe a, which can otherwise be arranged as desired, is provided with lateral spikes s , which during the Turning the pipe into the ground, which is immediately filled by cement paste that is pumped in under high pressure and exiting at the roots of the spines through the side openings II. This ensures that the cement paste mixes with the soil, encrusts it and strengthens it. The switch 1 drilled 1 Basic Baur ear receives after hardening of the Cementbreies significant stability and is capable, depending on the depth of the single bore and after the radius, the spines have fear to bear an appropriate superstructure, for the whole of such shape furrowed soil in a compact concrete mass transformed.
Die bggehriebeße Festigung des Bodens,The solid consolidation of the soil,
falls es blos hierauf ankommt, kann aber auch mittels. desselben Verfahrens erreicht werden, ,ohne dafs es nöthig ist, das Grundbaurohr im Boden zu belassen, indem man nämlich den' Cementbrei nicht schon beim Eindrehen des Rohres in den Boden, sondern erst beim Herausdrehen einführt.but if this is the only thing that matters, it can also be by means of. the same procedure can be achieved, , without it being necessary to leave the foundation pipe in the ground, namely by Cement paste not when the pipe is screwed into the ground, but only when it is unscrewed introduces.
In dem ersten Falle, wenn das Rohr im. Boden verbleiben soll, wird zweckmäfsig ein unten geschlossenes Rohr verwendet, dessen' untere Spitze einen festen Bohrer bildet. Soll dagegen. das Rohr wieder herausgedreht werden, so kann auch ein unten offenes Rohr benutzt werden; alsdann mufs der erbohrte Kern mittels eines eingeschobenen Innenrohres mit Bohrlöffel herausgehoben und sodann der Cementbrei während des Herausdrehens eingeprefst werden.In the first case, when the pipe is in. Soil is to remain, is expediently a tube closed at the bottom is used, the lower tip of which forms a solid drill. Intended to against it. the pipe can be unscrewed again, a pipe that is open at the bottom can also be used will; then the drilled core has to be included by means of an inserted inner tube The drill spoon is lifted out and the cement paste is then pressed in while it is being unscrewed will.
In beiden Fällen kann, um den Austritt des. Cementbreies aus den Oeffnungen / zu regeln, in dem Rohre r auch ein verschiebbares Innenrohr angebracht werden, durch dessen Verschiebung die Oeffnungen / beliebig verschlossen ■ oder geöffnet werden können.In both cases the outlet and a displaceable inner tube through its displacement can, of. Cementbreies to settle out of the openings /, r in the pipes are mounted, the openings / variable ■ closed or can be opened.
Claims (1)
Publications (1)
Publication Number | Publication Date |
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DE120486C true DE120486C (en) |
Family
ID=389544
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DENDAT120486D Active DE120486C (en) |
Country Status (1)
Country | Link |
---|---|
DE (1) | DE120486C (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1129895B (en) * | 1955-10-07 | 1962-05-17 | Mueller Ludwig | Method and device for the production of a foundation pile with concrete casing |
DE3521627A1 (en) * | 1985-06-15 | 1986-12-18 | Strabag Bau-AG, 5000 Köln | Method of producing an inclined composite grouted pile |
DE10338171A1 (en) * | 2003-08-20 | 2005-04-07 | Keller Grundbau Gmbh | Method for setting of slim foundation piles, with reinforcing tubes driven into the ground while rotating, and cement suspension injected during this process, with volume and rotation speed dependent upon ground conditions |
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0
- DE DENDAT120486D patent/DE120486C/de active Active
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1129895B (en) * | 1955-10-07 | 1962-05-17 | Mueller Ludwig | Method and device for the production of a foundation pile with concrete casing |
DE3521627A1 (en) * | 1985-06-15 | 1986-12-18 | Strabag Bau-AG, 5000 Köln | Method of producing an inclined composite grouted pile |
DE10338171A1 (en) * | 2003-08-20 | 2005-04-07 | Keller Grundbau Gmbh | Method for setting of slim foundation piles, with reinforcing tubes driven into the ground while rotating, and cement suspension injected during this process, with volume and rotation speed dependent upon ground conditions |
DE10338171B4 (en) * | 2003-08-20 | 2007-10-25 | Keller Grundbau Gmbh | Method for introducing a slender base pile and ground pile produced by this method |
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