DE29522106U1 - System for stabilizing the subsoil and for transferring building and traffic loads - Google Patents

System for stabilizing the subsoil and for transferring building and traffic loads

Info

Publication number
DE29522106U1
DE29522106U1 DE29522106U DE29522106U DE29522106U1 DE 29522106 U1 DE29522106 U1 DE 29522106U1 DE 29522106 U DE29522106 U DE 29522106U DE 29522106 U DE29522106 U DE 29522106U DE 29522106 U1 DE29522106 U1 DE 29522106U1
Authority
DE
Germany
Prior art keywords
tube
stabilizing
casing
traffic loads
shell
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 - Lifetime
Application number
DE29522106U
Other languages
German (de)
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
MOEBIUS JOSEF BAU
Original Assignee
MOEBIUS JOSEF BAU
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 MOEBIUS JOSEF BAU filed Critical MOEBIUS JOSEF BAU
Priority to DE29522106U priority Critical patent/DE29522106U1/en
Priority claimed from DE1995118830 external-priority patent/DE19518830B4/en
Publication of DE29522106U1 publication Critical patent/DE29522106U1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/10—Deep foundations
    • E02D27/12—Pile foundations
    • 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
    • E02D3/02—Improving by compacting
    • E02D3/08—Improving by compacting by inserting stones or lost bodies, e.g. compaction piles
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00—Production methods
    • E02D2250/0007—Production methods using a mold
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0085—Geotextiles
    • 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

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Agronomy & Crop Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Soil Sciences (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Description

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßtThe description text was not recorded electronically

Claims (8)

1. System zur Stabilisierung des Untergrunds und zur Abtragung von Bauwerks- und Verkehrslasten in standfeste Bereiche, insbesondere des Untergrunds von Verkehrswegen und Bauwerken oder seitlich davon, mit einer Mehrzahl von an diskreten Stellen bis in den tragfähigen Untergrund eingebrachten Säulen, die aus einer vorgefertigten schlauch- oder sackartigen Hülle aus dehnbarem, relativ zugfestem, filterartig wirkendem Geotextilmaterial und darin eingefülltem tragfähigem körnigem Material gebildet sind, wobei das Material unter Aufweitung der Hülle verdichtet und dem Material Wasser entzogen ist und wobei die Aufweitung der Hülle derart ist, daß der umgebende Boden durch Teilverfestigung einen Teil der Horizontalspannung auffängt.1. System for stabilizing the subsurface and removing structural and traffic loads in stable areas, especially the underground of Traffic routes and structures or to the side of them, with a plurality of discrete places into the load-bearing underground, the from a prefabricated tubular or sack-like cover made of stretchable, relatively tensile, filter-like geotextile material and in it filled viable granular material are formed, the material is compressed while widening the shell and water is removed from the material and wherein the expansion of the envelope is such that the surrounding floor absorbs part of the horizontal stress through partial consolidation. 2. System nach Anspruch 1, dadurch gekennzeichnet, daß das tragfähige Material Kiessand, Gestein oder dergleichen ist.2. System according to claim 1, characterized in that the load-bearing material Gravel sand, stone or the like is. 3. System nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß die Hülle aus einem Flachmaterial gefertigt ist.3. System according to claim 1 or 2, characterized in that the shell a flat material is made. 4. Vorrichtung zur Herstellung des Systems nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, daß ein Mantelrohr als Schalung zur Aufnahme der Hülle vorgesehen ist. 4. Device for producing the system according to one of claims 1 to 3, characterized in that a casing tube as formwork for receiving the Cover is provided.   5. Vorrichtung nach Anspruch 4, dadurch gekennzeichnet, daß ein Innenrohr vorgesehen ist zur Einbringung der vorgefertigten Hülle in das Mantelrohr.5. The device according to claim 4, characterized in that an inner tube is provided for the introduction of the prefabricated casing into the jacket tube. 6. Vorrichtung nach Anspruch 4 oder 5, dadurch gekennzeichnet, daß ein Kern vorgesehen ist zur Einbringung der Hülle in das Mantelrohr.6. The device according to claim 4 or 5, characterized in that a core is provided for introducing the sheath into the casing tube. 7. Vorrichtung nach Anspruch 6, dadurch gekennzeichnet, daß der Kern als Trag- und Verfüllrohr ausgebildet ist.7. The device according to claim 6, characterized in that the core as a support and filling tube is formed. 8. Vorrichtung nach Anspruch 7, dadurch gekennzeichnet, daß das Trag- und Verfüllrohr eine Vielzahl von Löchern aufweist.8. The device according to claim 7, characterized in that the carrying and Backfill pipe has a large number of holes.
DE29522106U 1995-05-23 1995-05-23 System for stabilizing the subsoil and for transferring building and traffic loads Expired - Lifetime DE29522106U1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE29522106U DE29522106U1 (en) 1995-05-23 1995-05-23 System for stabilizing the subsoil and for transferring building and traffic loads

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE29522106U DE29522106U1 (en) 1995-05-23 1995-05-23 System for stabilizing the subsoil and for transferring building and traffic loads
DE1995118830 DE19518830B4 (en) 1994-03-10 1995-05-23 Method of stabilising underground below roads and buildings - involves column excavation replaced by geo-textile load-bearing casing for dewatering and compacting in-situ with resultant ground load absorption

Publications (1)

Publication Number Publication Date
DE29522106U1 true DE29522106U1 (en) 1999-09-23

Family

ID=26015379

Family Applications (1)

Application Number Title Priority Date Filing Date
DE29522106U Expired - Lifetime DE29522106U1 (en) 1995-05-23 1995-05-23 System for stabilizing the subsoil and for transferring building and traffic loads

Country Status (1)

Country Link
DE (1) DE29522106U1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10242264A1 (en) * 2002-09-12 2004-03-25 Josef Möbius Bau-Gesellschaft (GmbH & Co.) Production of an interactive support system for building/traffic loads on non-bearing substructures comprises inserting columns of compact granular material with a casing of flexible, strong geotextile material into a soft layer

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10242264A1 (en) * 2002-09-12 2004-03-25 Josef Möbius Bau-Gesellschaft (GmbH & Co.) Production of an interactive support system for building/traffic loads on non-bearing substructures comprises inserting columns of compact granular material with a casing of flexible, strong geotextile material into a soft layer
DE10242264B4 (en) * 2002-09-12 2005-02-24 Josef Möbius Bau-Gesellschaft (GmbH & Co.) Process for the production of an interactive support system made of geotextile coated sand pillars and the pending floors for the removal of building and traffic loads with unsustainable subsoil

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Legal Events

Date Code Title Description
R207 Utility model specification

Effective date: 19991028

R150 Term of protection extended to 6 years

Effective date: 19990923

R151 Term of protection extended to 8 years

Effective date: 20011001

R152 Term of protection extended to 10 years

Effective date: 20030728

R071 Expiry of right