EP1707676A1 - Portique de signalisation routière en béton d'extrusion - Google Patents

Portique de signalisation routière en béton d'extrusion Download PDF

Info

Publication number
EP1707676A1
EP1707676A1 EP06005127A EP06005127A EP1707676A1 EP 1707676 A1 EP1707676 A1 EP 1707676A1 EP 06005127 A EP06005127 A EP 06005127A EP 06005127 A EP06005127 A EP 06005127A EP 1707676 A1 EP1707676 A1 EP 1707676A1
Authority
EP
European Patent Office
Prior art keywords
bridge according
stems
support elements
concrete
sign
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.)
Granted
Application number
EP06005127A
Other languages
German (de)
English (en)
Other versions
EP1707676B1 (fr
Inventor
Helmut Lieb
Lutz Bauer
Roland Kastner
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.)
Europoles GmbH and Co KG
Original Assignee
Pfleiderer Europoles & Co KG GmbH
Pfeiderer Europoles & Co GmbH
Pfeiderer Europoles & Co KG GmbH
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 Pfleiderer Europoles & Co KG GmbH, Pfeiderer Europoles & Co GmbH, Pfeiderer Europoles & Co KG GmbH filed Critical Pfleiderer Europoles & Co KG GmbH
Publication of EP1707676A1 publication Critical patent/EP1707676A1/fr
Application granted granted Critical
Publication of EP1707676B1 publication Critical patent/EP1707676B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • 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
    • E01F9/00—Arrangement of road signs or traffic signals; Arrangements for enforcing caution
    • E01F9/60—Upright bodies, e.g. marker posts or bollards; Supports for road signs
    • E01F9/696—Overhead structures, e.g. gantries; Foundation means specially adapted therefor

Definitions

  • the invention relates to a gantry with at least two stems as vertical support elements and a bolt as a horizontal support member.
  • the invention is therefore based on the problem to provide a concrete bridge bridge, which meets the static and structural requirements and at the same time is insensitive to environmental influences.
  • the support elements are made of a high strength concrete. Accordingly, the concrete should at least comply with the strength class C 80/95, preferably the strength class C 90/105 and more preferably the strength class C 100/115. If even higher strengths are required, the support elements can also be made of ultra-high-strength concrete (UHPC).
  • UHPC ultra-high-strength concrete
  • the support elements are designed as prestressed spun concrete parts.
  • the production can be done in the tensioning bed, in immediate bond on the skid bank.
  • the support elements of the invention Schüder Kunststoff may have different cross-sections. It is possible to produce support elements with a round or a square cross-section, which by design have a cavity in the interior. Alternatively, however, it is also possible to produce the support elements of the gantry invention as a C-profile.
  • the support elements may be formed so that they have an increased abrasion resistance and increased frost and Tausalzwiderstand. These properties can be demonstrated by the so-called Capillary Suction of De-icing and Freeze Thaw (CDF). Test pieces subjected to this test have achieved excellent weathering results.
  • CDF Capillary Suction of De-icing and Freeze Thaw
  • the stems can be screwed on a foundation removable.
  • the stems can also be inserted into a quiver foundation having a cup-like cavity. Subsequently, the space is concreted out with a potting compound such as grouting concrete. So that in this way in the quiver potted stems are removable, it is also possible to embed the stem just at the top and the bottom of the quiver plombenartig and fill the cavity with a filler material such as sand. To dismantle the handle, only the upper and lower concrete seal must be removed and the sand rinsed out.
  • the bolt can be placed and screwed by means of a Hochbaulagers or a bearing structure on the stems be.
  • the attachment of the bolt may be formed on the stem as a plug connection, wherein the latch at the ends in each case has a recess which is slipped over a handle head.
  • the gap between the handle head and the recess can be closed with a potting compound, preferably grouting concrete.
  • the sign bridge 1 shown in Fig. 1a is designed as a traffic sign bridge and consists essentially of two stems 2, 3 and a bolt 4.
  • the two stems 2, 3 as vertical support elements of the frame mounted on a foundation, then the latch 4 is set as a horizontal support member of the frame on the stems 2, 3 and fixed there.
  • a sign 5 is attached.
  • the gantries 1 is accessible for maintenance or control purposes, to the outside of the stem 3, a conductor 6 is mounted on the top of the bolt 4 is located on both sides of a railing. 7
  • the stems 2, 3 and the latch 4 are finished parts made of spun concrete. These are prestressed concrete parts, that is within the stems 2, 3 and the bolt 4 is a prestressed steel reinforcement. The prestressed concrete parts are produced in immediate connection on the skid bank.
  • FIG. 1 b shows the cross section of the bolt 4. Due to the design, finished parts made of spun concrete have a cavity.
  • the latch 4 shown in Fig. 1 b has a square cross section, which has a side length of 800 mm in the illustrated embodiment. The diameter of the inner cavity is about 600 mm.
  • 1 c shows the cross section of the stems 2, 3.
  • the stems 2, 3 have the same cross-section as the bar 4.
  • the stems and the bolt may also have different profiles.
  • the girder bridge 1 shown in FIGS. 1a to 1c consists of precast elements made of spun concrete of strength class C 100/115 in accordance with the standards DIN EN 206 and DIN 1045.
  • Fig. 2 shows a cross section of a circular stem. Notwithstanding the stem 2 shown in Fig. 1c with a square cross section, a circular or annular cross section of a stem 7 is provided in the embodiment of FIG.
  • the stem cross-section can be combined with a bar having a square cross-section, for example, the cross-section shown in Fig. 1b of the bolt 4.
  • the outer diameter of the stem is 600 mm
  • the inner diameter is about 260 mm.
  • FIGS. 3a to 3c show a further embodiment of a gantridge.
  • the basic structure of the gantries 8 shown in Fig. 3a corresponds to that of the gantries 1. Deviating from the stems 9, 10 and the latch 11 have a C-profile. This profile is circular segment-shaped and extends over slightly less than half the circumference of an imaginary circle. In the gantries 8, the round outer sides of the stems 9, 10 are opposite each other and facing the roadway. Likewise, the outer round side of the bolt 11 facing the road, that is, this page is below.
  • the Schilder Georgia 8 is made of ultra-high-strength concrete (UHPC concrete), which has significantly improved mechanical properties compared to normal concrete according to DIN 1045 and DIN EN 206 standards.
  • Figs. 4a and 4b show the screwing of a bolt with a handle.
  • Fig. 4a is a side view in the longitudinal direction of the bolt 12, which is placed on a stem 13.
  • threaded rods 14 are mounted, which are guided by corresponding cavities 15 of the bolt 12 and bolted to the top.
  • Fig. 4b shows the screwing of the bolt 12 with the stem 13 in a plan view.
  • Fig. 5 shows a section of a cast in a quiver foundation handle.
  • the foundation 16 is designed as a cup-like cavity into which a stem 17 is inserted.
  • the stem 17 is just in the form of a plinth at the upper edge of the foundation 16 and at the lower edge of the foundation 16.
  • the seals 18, 19 are made of grouting concrete using a shrink-free, waterproof material.
  • the gap between the seals 18, 19 is filled with fine sand 20. If the gantry is to be dismantled, the upper and lower seals 18, 19 are removed, the sand 20 rinsed and removed the handle 17 non-destructive.
  • the foot of the spun concrete shaft 17 is additionally sheathed with sliding foil.
  • the stem can also be screwed onto a foundation in a conventional manner.
  • a steel blank is clamped to the stem via wedge-anchored prestressing steels.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Road Signs Or Road Markings (AREA)
  • Surgical Instruments (AREA)
  • Magnetic Resonance Imaging Apparatus (AREA)
EP06005127A 2005-03-15 2006-03-14 Portique de signalisation routière en béton d'extrusion Not-in-force EP1707676B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102005011838A DE102005011838A1 (de) 2005-03-15 2005-03-15 Schilderbrücke

Publications (2)

Publication Number Publication Date
EP1707676A1 true EP1707676A1 (fr) 2006-10-04
EP1707676B1 EP1707676B1 (fr) 2010-06-16

Family

ID=36578807

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06005127A Not-in-force EP1707676B1 (fr) 2005-03-15 2006-03-14 Portique de signalisation routière en béton d'extrusion

Country Status (3)

Country Link
EP (1) EP1707676B1 (fr)
AT (1) ATE471406T1 (fr)
DE (2) DE102005011838A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CZ304403B6 (cs) * 2012-08-24 2014-04-16 Eurovia Cs, A.S. Silniční portál
CN108103980A (zh) * 2017-09-29 2018-06-01 龙岩市伟林电子有限公司 一种改进型交通指示牌装置

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE591555C (de) * 1934-01-23 Beton Schleuderwerke Akt Ges Mastfuss aus bewehrtem Beton, insbesondere Schleuderbeton
EP1502999A1 (fr) * 2003-08-01 2005-02-02 Siemens Aktiengesellschaft Portique de signalisation

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE7205051U (de) * 1972-05-10 Centricon Maschinenbau E Bonato & Co Kg Betonmast oder -säule, insbesondere Schleuderbetonmast
AT148721B (de) * 1937-06-09 1937-02-25 Paul Dr Ing Abeles Eisenbetonhohlbalken für Bauwerke, insbesondere Decken, und Verfahren zu ihrer Herstellung.
DE19838604B4 (de) * 1998-08-25 2005-07-14 Siemens Ag Schilderbrücke zum Aufhängen von Verkehrszeichen oberhalb von Fahrbahnen eines Verkehrsweges
DE29905834U1 (de) * 1999-03-30 1999-06-10 Fischer Stephan K Mast für Anzeigeeinrichtung
DE19919703C2 (de) * 1999-04-30 2001-05-23 Pfleiderer Infrastrukturt Gmbh Fahrweg für Transrapid

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE591555C (de) * 1934-01-23 Beton Schleuderwerke Akt Ges Mastfuss aus bewehrtem Beton, insbesondere Schleuderbeton
EP1502999A1 (fr) * 2003-08-01 2005-02-02 Siemens Aktiengesellschaft Portique de signalisation

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CZ304403B6 (cs) * 2012-08-24 2014-04-16 Eurovia Cs, A.S. Silniční portál
CN108103980A (zh) * 2017-09-29 2018-06-01 龙岩市伟林电子有限公司 一种改进型交通指示牌装置
CN108103980B (zh) * 2017-09-29 2019-11-19 惠安德尔美机械有限公司 一种改进型交通指示牌装置

Also Published As

Publication number Publication date
DE102005011838A1 (de) 2006-09-21
EP1707676B1 (fr) 2010-06-16
DE502006007208D1 (de) 2010-07-29
ATE471406T1 (de) 2010-07-15

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