EP0493823B1 - Verfahren zum Errichten einer Gründung für ein sich entlang eines Verkehrsweges erstreckendes Bauwerk, z.B. eine Sicht- oder Lärmschutzwand - Google Patents

Verfahren zum Errichten einer Gründung für ein sich entlang eines Verkehrsweges erstreckendes Bauwerk, z.B. eine Sicht- oder Lärmschutzwand Download PDF

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Publication number
EP0493823B1
EP0493823B1 EP91122346A EP91122346A EP0493823B1 EP 0493823 B1 EP0493823 B1 EP 0493823B1 EP 91122346 A EP91122346 A EP 91122346A EP 91122346 A EP91122346 A EP 91122346A EP 0493823 B1 EP0493823 B1 EP 0493823B1
Authority
EP
European Patent Office
Prior art keywords
tubes
foundation
roadway
track
construction
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
EP91122346A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0493823A1 (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.)
Walter Bau AG
Original Assignee
Dyckerhoff and Widmann AG
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 Dyckerhoff and Widmann AG filed Critical Dyckerhoff and Widmann AG
Priority to AT91122346T priority Critical patent/ATE91312T1/de
Publication of EP0493823A1 publication Critical patent/EP0493823A1/de
Application granted granted Critical
Publication of EP0493823B1 publication Critical patent/EP0493823B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F8/00—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic
    • E01F8/0005—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic used in a wall type arrangement
    • E01F8/0023—Details, e.g. foundations

Definitions

  • the invention relates to a method for constructing a foundation consisting of a number of individual foundations for a foundation in the immediate vicinity of the clearance profile along a traffic route running on a dam, e.g. a structure extending a railway track, e.g. a privacy or noise barrier.
  • the object of the invention is to provide a method according to which in the immediate vicinity of the clearance profile along a traffic route running on a dam, e.g. a railroad track, a foundation for a building, such as a noise barrier, can be established in an economical manner, without the clearance profile of the traffic route in To have to claim.
  • a dam e.g. a railroad track
  • a foundation for a building such as a noise barrier
  • the main advantage of the method according to the invention is based on the use of steel shoring pipes for temporary fastening of the dam areas in which the foundation for the building in question is to be produced.
  • the shoring pipes which are usually lowered into the dam body after a slight widening of the dam crown or after a part of it has been removed to obtain a flat contact surface while excavating the enclosed soil, have a triple function. They initially serve as a substructure for a carriageway or as a platform for construction equipment that can be used to work outside of the gauge of the train, even in front of the head.
  • the shoring pipes temporarily secure the dam body in order to protect piles, preferably small bored piles, which can be drilled with smaller and less expensive equipment than normal bored piles.
  • the shoring pipes serve as formwork in the manufacture of the individual foundations by concreting the cavity formed in them while simultaneously pulling the shoring pipes.
  • Fig. 1 shows the initial situation.
  • a ballast bed 3 for a railroad track which is only indicated by the outer rail 4.
  • a noise barrier is to be produced, the axis of which is designated 5; the noise barrier should be based on individual foundations that are spaced one behind the other along axis 5. Since the foundations to be provided in the axis 5 are already partially in the area of the embankment embankment, a contact area 6 shown in dashed lines in FIG. 1 is first produced by partially removing the embankment crown 2.
  • axis 5 then takes the place of a foundation to be produced on the contact surface 6 a sheeting pipe 7 set.
  • the shoring tube 7 is a steel tube, which is dimensioned according to static, constructive and ramming aspects and has a flange 8 at the upper end, which is supported on brackets 9, in order to increase the dimensional stability.
  • the upper region of such a shoring tube 7 is shown on a larger scale in FIG. 8.
  • the flange 8 is widened to support brackets 10, which will later be used to support roadway girders.
  • the shoring tube 7 is driven into the dam body 1 by ramming in the direction of the arrows 11.
  • the process is carried out iteratively, i.e. a wedge-shaped slot 12 is excavated at the base of the shoring tube 7 as a relaxation space for the subsequent ramming process, into which the shoring tube 7 can penetrate after a ramming process.
  • the soil can be excavated in a manner known per se, for non-cohesive to slightly cohesive soils e.g. by whirling up using compressed air while simultaneously sucking up the whirled up material.
  • the ramming itself can either be carried out as a free-fall piling with a ramming block 13 (FIG. 4), the dimensions of which are matched to the shoring tube 7, i.e. can be inserted into this from the top and acts on the upper edge including flange 8 with the interposition of a ram chuck. It is also possible to use an attached ram hood, also made for the sheeting tube 7, which is acted upon by quick-action bears. Quick-action bears can hit off-center, so that any misalignment can also be counteracted.
  • FIG. 5 shows how longitudinal beams 15, for example Peiner beams, are placed over the lateral support brackets 10, which in turn carry track beams 16 on the upper side, for example in the form of U-profiles.
  • the distance between the two carriageway supports 16 is selected so that it corresponds to the track width of conventional construction machines, e.g. an excavator with which additional shoring pipes 7 can be placed in front of the head or a drilling device by means of which 7 small piles 18 are installed in the dam body 1 under the protection of the shoring pipes 7.
  • a work scaffold 19 with a work platform 20, which can be implemented laterally on the roadway supports 16, is used to facilitate the construction measures.
  • the carriageway supports 16 and the longitudinal supports 15 are dismantled and the shoring tube 7 is pulled (arrow 21).
  • the cavity inside the shoring tube 7 is filled with concrete to form a foundation.
  • the resultant foundation body 22 envelops the heads of the piles 18 and thus creates a perfect transfer of the loads released via the foundations 22 onto the piles 18 and via these into the depth of the dam body.
  • Fig. 7 shows the final state.
  • the foundations 22 are designed as quiver foundations; in the quiver 23 posts 24 are set.
  • a continuous base plate 25 forms a bottom degree; the noise barrier 26 carried by the posts 24 adjoins them at the top.

Landscapes

  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Sustainable Development (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Architecture (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Building Environments (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Earth Drilling (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
  • Foundations (AREA)
EP91122346A 1991-01-04 1991-12-28 Verfahren zum Errichten einer Gründung für ein sich entlang eines Verkehrsweges erstreckendes Bauwerk, z.B. eine Sicht- oder Lärmschutzwand Expired - Lifetime EP0493823B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT91122346T ATE91312T1 (de) 1991-01-04 1991-12-28 Verfahren zum errichten einer gruendung fuer ein sich entlang eines verkehrsweges erstreckendes bauwerk, z.b. eine sicht- oder laermschutzwand.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4100138A DE4100138A1 (de) 1991-01-04 1991-01-04 Verfahren zum errichten einer gruendung fuer ein sich entlang eines verkehrsweges erstreckendes bauwerk, z. b. eine sicht- oder laermschutzwand
DE4100138 1991-01-04

Publications (2)

Publication Number Publication Date
EP0493823A1 EP0493823A1 (de) 1992-07-08
EP0493823B1 true EP0493823B1 (de) 1993-07-07

Family

ID=6422567

Family Applications (1)

Application Number Title Priority Date Filing Date
EP91122346A Expired - Lifetime EP0493823B1 (de) 1991-01-04 1991-12-28 Verfahren zum Errichten einer Gründung für ein sich entlang eines Verkehrsweges erstreckendes Bauwerk, z.B. eine Sicht- oder Lärmschutzwand

Country Status (5)

Country Link
EP (1) EP0493823B1 (enrdf_load_stackoverflow)
AT (1) ATE91312T1 (enrdf_load_stackoverflow)
CZ (1) CZ279224B6 (enrdf_load_stackoverflow)
DE (1) DE4100138A1 (enrdf_load_stackoverflow)
HU (1) HUT60797A (enrdf_load_stackoverflow)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102008002836A1 (de) 2008-04-30 2009-11-05 Msb-Management Gmbh Niedrige Lärmschutzwand an Gleisen

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT1397399B1 (it) * 2009-12-11 2013-01-10 Urbantech S R L Fondamenta portanti per una barriera antirumore.
CN107354952B (zh) * 2017-09-12 2018-03-09 李建龙 一种山区陡坡地段公路桥梁桩基的安装方法

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL250270A (enrdf_load_stackoverflow) * 1959-04-22
DE3131725C2 (de) * 1981-08-11 1987-07-09 Siemens AG, 1000 Berlin und 8000 München Lärmschutzwand
CH678872A5 (enrdf_load_stackoverflow) * 1989-03-15 1991-11-15 Hermann Claus

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102008002836A1 (de) 2008-04-30 2009-11-05 Msb-Management Gmbh Niedrige Lärmschutzwand an Gleisen

Also Published As

Publication number Publication date
CZ279224B6 (cs) 1995-02-15
EP0493823A1 (de) 1992-07-08
CZ1392A3 (en) 1993-05-12
HU9200027D0 (en) 1992-04-28
HUT60797A (en) 1992-10-28
DE4100138C2 (enrdf_load_stackoverflow) 1992-12-24
DE4100138A1 (de) 1992-07-09
ATE91312T1 (de) 1993-07-15

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