CH482868A - Method for producing roadways - Google Patents

Method for producing roadways

Info

Publication number
CH482868A
CH482868A CH1316068A CH1316068A CH482868A CH 482868 A CH482868 A CH 482868A CH 1316068 A CH1316068 A CH 1316068A CH 1316068 A CH1316068 A CH 1316068A CH 482868 A CH482868 A CH 482868A
Authority
CH
Switzerland
Prior art keywords
bends
covered
elements
components
roadways
Prior art date
Application number
CH1316068A
Other languages
German (de)
Inventor
Bernold Jean
Original Assignee
Bernold Jean P
Pfeiffer Hans Walter
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 Bernold Jean P, Pfeiffer Hans Walter filed Critical Bernold Jean P
Priority to CH1316068A priority Critical patent/CH482868A/en
Priority to DE19691922118 priority patent/DE1922118A1/en
Priority to DE19691922122 priority patent/DE1922122A1/en
Priority to DE19691900097 priority patent/DE1900097B2/en
Priority to GB1252962D priority patent/GB1252962A/en
Priority to FR6900146A priority patent/FR2000075A1/fr
Publication of CH482868A publication Critical patent/CH482868A/en
Priority to ES382814A priority patent/ES382814A1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04Lining with building materials
    • E21D11/10Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/16Reinforcements
    • E01C11/165Reinforcements particularly for bituminous or rubber- or plastic-bound pavings
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C3/00Foundations for pavings
    • E01C3/006Foundations for pavings made of prefabricated single units
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00Coherent pavings made in situ
    • E01C7/08Coherent pavings made in situ made of road-metal and binders
    • E01C7/32Coherent pavings made in situ made of road-metal and binders of courses of different kind made in situ
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/02Foundation pits
    • E02D17/04Bordering surfacing or stiffening the sides of foundation pits
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/0258Retaining or protecting walls characterised by constructional features
    • E02D29/0283Retaining or protecting walls characterised by constructional features of mixed type
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
    • E04B5/40Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00Coverings or linings, e.g. for walls or ceilings
    • E04F13/02Coverings or linings, e.g. for walls or ceilings of plastic materials hardening after applying, e.g. plaster
    • E04F13/04Bases for plaster
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04Lining with building materials
    • E21D11/10Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
    • E21D11/107Reinforcing elements therefor; Holders for the reinforcing elements
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/14Lining predominantly with metal
    • E21D11/15Plate linings; Laggings, i.e. linings designed for holding back formation material or for transmitting the load to main supporting members
    • E21D11/152Laggings made of grids or nettings
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/04Driving tunnels or galleries through loose materials; Apparatus therefor not otherwise provided for
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/06Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
    • E21D9/0607Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining the shield being provided with devices for lining the tunnel, e.g. shuttering
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/06Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
    • E21D9/0692Cutter drive shields

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Environmental & Geological Engineering (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Road Paving Structures (AREA)

Description

  

  Verfahren zum Herstellen von Fahrbahnen    Die Erfindung betrifft ein Verfahren     zum    Herstel  len von Fahrbahnen unter Verwendung von mit     anein-          andergereihten    konvexen     Ausbiegungen    versehenen  Bauelementen, wobei an den     Ausbiegungen    in Reihen  angeordnete, durch Abstände voneinander getrennte  konkave Einbiegungen vorhanden sind, die in Kombi  nation     mit    den     Ausbiegungen    zur Aufnahme von     stab-          förmigen    Verbindungselementen dienen, mit denen die  Bauelemente an     überlappungsstellen    aneinander befe  stigt werden.  



  Bauelemente der genannten Art weisen ausgezeich  nete Festigkeitseigenschaften auf und sind leicht zu la  gern, zu transportieren und zu handhaben.  



  Es     wurde    nun gefunden, dass die genannten Bau  elemente auch zur Herstellung von     Fahrbahnen,    wie  beispielsweise Rollbahnen auf Flugplätzen, Panzerstras  sen, also für bestimmte Bodenverdichtungen verwen  det werden können. Das hierzu erfindungsgemäss vor  geschlagene     Verfahren    ist dadurch gekennzeichnet, dass  die Bauelemente in Kaltasphalt getaucht, dann als flä  chige     Armierung    verlegt und mit dem die Fahrbahn  decke bildenden Belag bedeckt werden.  



  Eine Ausführungsform des Verfahrens besteht dar  in, dass die Bauelemente mit einem die Fahrbahn  decke bildenden     Bitumenmischbelag    bedeckt werden.  Nach einer anderen Ausführungsform können die Bau  elemente mit Splitt und Schotter bedeckt werden, wo  bei der Splitt und der Schotter mit Bitumen bespritzt  und     angewalzt    werden kann, wonach die befahrbare  Oberfläche der Fahrbahndecke durch     Absplitten    und       Walzen    hergestellt werden kann.  



  Im folgenden wird das erfindungsgemässe Verfah  ren beispielsweise erläutert:  In     Fig.    1 ist ein senkrechter Teilschnitt durch eine       Ausführungsform    einer nach dem erfindungsgemässen  Verfahren hergestellten Fahrbahn gezeigt; der     Schnitt       liegt hierbei in     Längsrichtung,    d. h. parallel zur Fahrt  richtung, der Fahrbahn.  



       Fig.2    zeigt einen entsprechenden senkrechten  Schnitt durch eine abgewandelte     Ausführungsform    der       Erfindung.     



  Als Armierung der herzustellenden Fahrbahn wer  den tafelförmige Bauelemente 1 verwendet, die reihen  weise angeordnete Einbiegungen 2 und     Ausbiegungen    3  aufweisen. Die Ein- und     Ausbiegungen    sind nach ein  ander entgegengesetzten Seiten gerichtet, so dass sich  röhrenartige Öffnungen bilden, die abwechselnd oben  und unten keine Wandung haben. Jede Einbiegung ist  an ihren Rändern stärker gewölbt als in ihrem Mittel  bereich, so, dass die Durchsicht in     Richtung    der Öff  nung Verengungen im Mittelbereich jeder Einbiegung  zeigt. Zwischen jeweils zwei benachbarten     Ausbiegungs-          reihen    befindet sich eine durchgehende, nur nach einer  Seite gerichtete Sicke 4.

   Die     tafelförmigen    Bauelemente  können mit den Rändern übereinander gelegt und mit  Hilfe von     stabförmigen    Elementen, die durch die     Ein-          und        Ausbiegungen    hindurchgeschoben werden, mit  einander verbunden werden.  



  Beim Bau einer Fahrbahn werden die     tafelförmigen     Bauelemente 1, wie dies     Fig.    1 zeigt, auf den einge  ebneten Boden so aufgelegt, dass die Sicken 4 nach  unten weisen und sich sowohl die Sicken 4 wie auch  die     Ausbiegungsreihen    quer zur Richtung der Fahr  bahn erstrecken. Die tafelförmigen Bauelemente kön  nen auf Grund ihrer Ausbildungsform zu     Flächen    je  der gewünschten Grösse und     Grundrissform    aneinan  dergefügt werden. Das Auslegen und Verbinden der  Bauelemente verläuft ausserordentlich schnell.  



  Die tafelförmigen Bauelemente 1 sind vor ihrer  Verwendung     zum    Schutz gegen Korrosion und zur si  cheren Verbindung mit der aufzubringenden Fahrbahn  decke in Kaltasphalt getaucht.      Nach dem Verlegen     bzw.    nachdem eine ausreichen  de Fläche mit Bauelementen verlegt worden ist, wird  gemäss     Fig.    1 auf die auf dem eingeebneten Boden 5  liegenden Bauelemente 1 eine     Schicht    der     gewünschten     Dicke aus     Bitumenmischbelag    aufgebracht. Die Her  stellung der gesamten Fahrbahn verläuft     ausserordent-          lich    schnell und     wirtschaftlich.     



  Das in     Fig.    2 dargestellte     Ausführungsbeispiel    un  terscheidet sich von demjenigen nach     Fig.    1 dadurch,  dass auf die in Kaltasphalt getauchten Bauelemente 1  Splitt 6 und Schotter 7 aufgebracht wird. Der Splitt  und Schotter wird mit Bitumen bespritzt und     ange-          walzt.    Der Splitt füllt dabei die durch die     Ausbiegun-          gen    in den Bauelementen     befindlichen    Hohlräume aus.  Die Oberseite der in dieser Weise hergestellten Fahr  bahndecke wird     abgesplittet    und gewalzt, so dass sich  eine ebene Oberfläche 8 bildet.



  Method for producing roadways The invention relates to a method for producing roadways using components provided with convex bends lined up in rows, with concave bends arranged in rows at the bends, separated by distances from one another, which are in combination with the Bends are used to accommodate rod-shaped connecting elements with which the components are attached to each other at points of overlap.



  Components of the type mentioned have excellent strength properties and are easy to la like, to transport and to handle.



  It has now been found that the construction elements mentioned can also be used for the production of roadways, such as taxiways at airfields, armored roads, that is, for certain soil compaction. The method proposed according to the invention for this purpose is characterized in that the structural elements are dipped in cold asphalt, then laid as flat reinforcement and covered with the covering forming the roadway ceiling.



  One embodiment of the method consists in that the construction elements are covered with a bitumen mixed pavement forming the road surface. According to another embodiment, the construction elements can be covered with grit and gravel, where bitumen can be sprayed and rolled in the grit and gravel, after which the drivable surface of the road surface can be produced by chipping and rolling.



  The method according to the invention is explained below, for example: FIG. 1 shows a vertical partial section through an embodiment of a roadway produced according to the method according to the invention; the cut is in the longitudinal direction, i.e. H. parallel to the direction of travel, the roadway.



       2 shows a corresponding vertical section through a modified embodiment of the invention.



  As reinforcement of the roadway to be produced who uses the panel-shaped components 1, which have bends 2 and 3 bends arranged in rows. The bends in and out are directed towards one another, opposite sides, so that tube-like openings are formed which alternately have no walls at the top and bottom. Each inflection is more curved at its edges than in its central area, so that the view in the direction of the opening shows constrictions in the central area of each inflection. There is a continuous bead 4, directed only to one side, between each two adjacent rows of bends.

   The board-shaped building elements can be placed one on top of the other with the edges and connected to one another with the help of rod-shaped elements which are pushed through the bends in and out.



  When building a roadway, the panel-shaped components 1, as shown in FIG. 1, are placed on the leveled floor so that the beads 4 point downward and both the beads 4 and the rows of bends extend across the direction of the roadway. The panel-shaped components can be attached to one another due to their shape to form areas depending on the desired size and floor plan. Laying out and connecting the components is extremely fast.



  The panel-shaped components 1 are immersed in cold asphalt before they are used to protect against corrosion and to secure connection with the road surface to be applied. After laying or after a sufficient de area has been laid with components, a layer of the desired thickness of mixed bitumen pavement is applied according to FIG. 1 to the components 1 lying on the leveled floor 5. The construction of the entire carriageway is extremely quick and economical.



  The exemplary embodiment shown in FIG. 2 differs from that according to FIG. 1 in that gravel 6 and gravel 7 are applied to the components 1 immersed in cold asphalt. The chippings and gravel are sprayed with bitumen and rolled on. The grit fills the cavities in the components due to the bends. The top of the road surface produced in this way is split off and rolled, so that a flat surface 8 is formed.

 

Claims (1)

PATENTANSPRUCH Verfahren zum Herstellen von Fahrbahnen unter Verwendung von mit aneinandergereihten konvexen Ausbiegungen versehenen Bauelementen, wobei an den Ausbiegungen in Reihen angeordnete, durch Abstände voneinander getrennte konkave Einbiegungen vorhan den sind, die in Kombination mit den Ausbiegungen zur Aufnahme von stabförmigen Verbindungselementen dienen, mit denen die Bauelemente an überlappungs- stellen aneinander befestigt werden, dadurch gekenn zeichnet, PATENT CLAIM A method for producing roadways using lined up with convex bends lined up construction elements, where the bends are arranged in rows, separated by distances from each other concave bends, which serve in combination with the bends to accommodate rod-shaped connecting elements with which the Components are attached to each other at overlapping points, characterized by dass die Bauelemente in Kaltasphalt getaucht, dann als flächige Armierung verlegt und mit dem die Fahrbahndecke bildenden Belag bedeckt werden. UNTERANSPRÜCHE 1. Verfahren nach Patentanspruch, dadurch ge kennzeichnet, dass die Bauelemente mit einem die Bauelemente mit einem die Fahrbahndecke bildenden Bitumenmischbelag bedeckt werden. 2. that the construction elements are dipped in cold asphalt, then laid as a flat reinforcement and covered with the surface that forms the road surface. SUBClaims 1. The method according to claim, characterized in that the structural elements are covered with a bitumen mixed pavement forming the structural elements with a road surface. 2. Verfahren nach Patentanspruch, dadurch ge kennzeichnet, dass die Bauelemente mit Splitt und Schotter bedeckt werden, wobei der Splitt und der Schotter mit Bitumen bespritzt und angewalzt werden, und dass dann die befahrbare Oberfläche durch Ab splitten und Walzen hergestellt wird. Method according to patent claim, characterized in that the structural elements are covered with chippings and crushed stone, the crushed stone and crushed stone being sprayed with bitumen and rolled, and that the drivable surface is then produced by chipping and rolling.
CH1316068A 1968-01-08 1968-09-02 Method for producing roadways CH482868A (en)

Priority Applications (7)

Application Number Priority Date Filing Date Title
CH1316068A CH482868A (en) 1968-09-02 1968-09-02 Method for producing roadways
DE19691922118 DE1922118A1 (en) 1968-01-08 1969-01-02 Process for building tunnels and galleries, as well as a device for carrying out the process
DE19691922122 DE1922122A1 (en) 1968-01-08 1969-01-02 Method for producing roadways
DE19691900097 DE1900097B2 (en) 1968-01-08 1969-01-02 LOST FORMWORK AND REINFORCEMENT FOR CURVED IN-SITU CONCRETE LINING OF TUNNELS OR DRIVES
GB1252962D GB1252962A (en) 1968-01-08 1969-01-08
FR6900146A FR2000075A1 (en) 1968-01-08 1969-01-08
ES382814A ES382814A1 (en) 1968-09-02 1970-08-17 A procedure to ensure land and rock uncovered. (Machine-translation by Google Translate, not legally binding)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CH1316068A CH482868A (en) 1968-09-02 1968-09-02 Method for producing roadways

Publications (1)

Publication Number Publication Date
CH482868A true CH482868A (en) 1969-12-15

Family

ID=4389871

Family Applications (1)

Application Number Title Priority Date Filing Date
CH1316068A CH482868A (en) 1968-01-08 1968-09-02 Method for producing roadways

Country Status (1)

Country Link
CH (1) CH482868A (en)

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