EP2458088A3 - Verfahrbare Vorrichtung zur Verdichtung eines Bodenschichtaufbaus und Verfahren zur Ermittlung eines Schicht-E-Moduls einer obersten Schicht dieses Bodenschichtaufbaus - Google Patents

Verfahrbare Vorrichtung zur Verdichtung eines Bodenschichtaufbaus und Verfahren zur Ermittlung eines Schicht-E-Moduls einer obersten Schicht dieses Bodenschichtaufbaus Download PDF

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Publication number
EP2458088A3
EP2458088A3 EP11008033.0A EP11008033A EP2458088A3 EP 2458088 A3 EP2458088 A3 EP 2458088A3 EP 11008033 A EP11008033 A EP 11008033A EP 2458088 A3 EP2458088 A3 EP 2458088A3
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European Patent Office
Prior art keywords
layer structure
layer
detection means
detection
load introduction
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EP11008033.0A
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English (en)
French (fr)
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EP2458088A2 (de
EP2458088B1 (de
Inventor
Wolfgang Wallrath
Hans-Josef Kloubert
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Bomag GmbH and Co OHG
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Bomag GmbH and Co OHG
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Publication of EP2458088A3 publication Critical patent/EP2458088A3/de
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Publication of EP2458088B1 publication Critical patent/EP2458088B1/de
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • E01C19/22—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for consolidating or finishing laid-down unset materials
    • E01C19/23—Rollers therefor; Such rollers usable also for compacting soil
    • E01C19/28—Vibrated rollers or rollers subjected to impacts, e.g. hammering blows
    • E01C19/288—Vibrated rollers or rollers subjected to impacts, e.g. hammering blows adapted for monitoring characteristics of the material being compacted, e.g. indicating resonant frequency, measuring degree of compaction, by measuring values, detectable on the roller; using detected values to control operation of the roller, e.g. automatic adjustment of vibration responsive to such measurements
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • E01C19/22—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for consolidating or finishing laid-down unset materials
    • E01C19/23—Rollers therefor; Such rollers usable also for compacting soil
    • E01C19/28—Vibrated rollers or rollers subjected to impacts, e.g. hammering blows
    • E01C19/282—Vibrated rollers or rollers subjected to impacts, e.g. hammering blows self-propelled, e.g. with an own traction-unit
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D1/00—Investigation of foundation soil in situ
    • E02D1/02—Investigation of foundation soil in situ before construction work
    • E02D1/022—Investigation of foundation soil in situ before construction work by investigating mechanical properties of the soil
    • 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
    • E02D3/026—Improving by compacting by rolling with rollers usable only for or specially adapted for soil compaction, e.g. sheepsfoot rollers
    • 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
    • E02D3/046—Improving by compacting by tamping or vibrating, e.g. with auxiliary watering of the soil

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Civil Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Soil Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Agronomy & Crop Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Architecture (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Road Paving Machines (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)

Abstract

Vorliegende Erfindung betrifft eine verfahrbare Vorrichtung zur Verdichtung eines Bodenschichtaufbaus (2), mit wenigstens einem Vibrationsmittel, wie einer Vibrationswalze (6) oder einer Vibrationsplatte (4), über das in wenigstens einem Lasteinleitungsbereich (8) den Bodenschichtaufbau (2) verdichtende Lastimpulse (P) einleitbar sind, wobei wenigstens ein erstes und ein zweites Detektionsmittel (10, 12) zur Detektion des E-Moduls des Bodenschichtaufbaus (2) vorgesehen sind, die derart von einander beabstandet an der Vorrichtung (1) angeordnet sind, dass das erste Detektionsmittel (10) eine Detektion im Lasteinleitungsbereich (8) und wenigstens das zweite Detektionsmittel (12) eine Detektion außerhalb des Lasteinleitungsbereichs erlaubt.
Darüber hinaus betrifft die Erfindung ein Verfahren zur Ermittlung eines Schicht-E-Moduls, wobei das erste Detektionsmittel (10) derart ausgebildet ist, dass es eine Detektion eines ersten Wertes W1 einer Einsenkungsmulde (14) des Bodenschichtaufbaus (2) im Lasteinleitungsbereich erlaubt, und das zweite Detektionsmittel (12) derart ausgebildet ist, dass es eine Detektion eines zweiten Wertes W2 der Einsenkungsmulde (14) außerhalb des Lasteinleitungsbereiches (8) erlaubt.
EP11008033.0A 2010-11-26 2011-10-04 Verfahrbare Vorrichtung zur Verdichtung eines Bodenschichtaufbaus und Verfahren zur Ermittlung eines Schicht-E-Moduls einer obersten Schicht dieses Bodenschichtaufbaus Active EP2458088B1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102010052713A DE102010052713A1 (de) 2010-11-26 2010-11-26 Verfahrbare Vorrichtung zur Verdichtung eines Bodenschichtaufbaus und Verfahren zur Ermittlung eines Schicht-E-Moduls einer obersten Schicht dieses Bodenschichtaufbaus

Publications (3)

Publication Number Publication Date
EP2458088A2 EP2458088A2 (de) 2012-05-30
EP2458088A3 true EP2458088A3 (de) 2016-10-05
EP2458088B1 EP2458088B1 (de) 2018-02-21

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EP11008033.0A Active EP2458088B1 (de) 2010-11-26 2011-10-04 Verfahrbare Vorrichtung zur Verdichtung eines Bodenschichtaufbaus und Verfahren zur Ermittlung eines Schicht-E-Moduls einer obersten Schicht dieses Bodenschichtaufbaus

Country Status (4)

Country Link
US (1) US8671760B2 (de)
EP (1) EP2458088B1 (de)
CN (1) CN102535313B (de)
DE (1) DE102010052713A1 (de)

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Also Published As

Publication number Publication date
EP2458088A2 (de) 2012-05-30
US8671760B2 (en) 2014-03-18
CN102535313A (zh) 2012-07-04
CN102535313B (zh) 2014-12-24
EP2458088B1 (de) 2018-02-21
DE102010052713A1 (de) 2012-05-31
US20120134746A1 (en) 2012-05-31

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