EP2662499A3 - Qualitätssicherungsverfahren zum Erstellen von Pfählen sowie offenes Profil dafür - Google Patents

Qualitätssicherungsverfahren zum Erstellen von Pfählen sowie offenes Profil dafür Download PDF

Info

Publication number
EP2662499A3
EP2662499A3 EP13166376.7A EP13166376A EP2662499A3 EP 2662499 A3 EP2662499 A3 EP 2662499A3 EP 13166376 A EP13166376 A EP 13166376A EP 2662499 A3 EP2662499 A3 EP 2662499A3
Authority
EP
European Patent Office
Prior art keywords
profile
quality assurance
piles
open profile
same
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
EP13166376.7A
Other languages
English (en)
French (fr)
Other versions
EP2662499B1 (de
EP2662499A2 (de
Inventor
Jürgen Grabe
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.)
Technische Universitaet Hamburg Harburg
Tutech Innovation GmbH
Original Assignee
Technische Universitaet Hamburg Harburg
Tutech Innovation 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 Technische Universitaet Hamburg Harburg, Tutech Innovation GmbH filed Critical Technische Universitaet Hamburg Harburg
Publication of EP2662499A2 publication Critical patent/EP2662499A2/de
Publication of EP2662499A3 publication Critical patent/EP2662499A3/de
Application granted granted Critical
Publication of EP2662499B1 publication Critical patent/EP2662499B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
    • E02D29/14—Covers for manholes or the like; Frames for covers
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • E02D13/06—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers for observation while placing

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Investigating Or Analyzing Materials By The Use Of Ultrasonic Waves (AREA)
  • Geophysics And Detection Of Objects (AREA)
  • Piles And Underground Anchors (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

Die Erfindung betrifft ein Qualitätssicherungsverfahren zum Erstellen von Pfählen im Untergrund (U) mit einem voreilenden, offenen Profil und innenseitiger Abförderung des Bodens oder bei unterem Verschluss des Profils Verdrängung des Bodens, wobei am Fuß (11) des offenen Profils (1) innenseitig entlang einer Sehne des Profils (1) eine Kompressionswellengeschwindigkeit (vp) des Untergrundes (U) gemessen wird.
Ferner betrifft die Erfindung ein Profil (1) für die Erstellung von Pfählen im Untergrund (U), wobei am Fuß (11) des Profils (1) innenseitig wenigstens ein Schallsender (31) und entlang einer Sehne gegenüberliegend wenigstens ein Schallempfänger (32) vorgesehen sind.
EP13166376.7A 2012-05-08 2013-05-03 Qualitätssicherungsverfahren zum Erstellen von Pfählen sowie offenes Profil dafür Not-in-force EP2662499B1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102012104009.5A DE102012104009B4 (de) 2012-05-08 2012-05-08 Qualitätssicherungsverfahren zum Erstellen von Pfählen sowie offenes Profil dafür

Publications (3)

Publication Number Publication Date
EP2662499A2 EP2662499A2 (de) 2013-11-13
EP2662499A3 true EP2662499A3 (de) 2016-03-09
EP2662499B1 EP2662499B1 (de) 2017-03-01

Family

ID=48288861

Family Applications (1)

Application Number Title Priority Date Filing Date
EP13166376.7A Not-in-force EP2662499B1 (de) 2012-05-08 2013-05-03 Qualitätssicherungsverfahren zum Erstellen von Pfählen sowie offenes Profil dafür

Country Status (2)

Country Link
EP (1) EP2662499B1 (de)
DE (1) DE102012104009B4 (de)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111158043B (zh) * 2020-01-07 2021-09-17 中南大学 一种成孔灌注桩桩底隐患检测系统和检测方法

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105040747B (zh) * 2015-04-21 2017-06-13 浙江大学 一种用于桩柱结构物局部冲刷试验的实时监测装置及方法
CN113216282B (zh) * 2021-04-29 2024-11-29 华侨大学 一种强夯过程对桩基影响的模拟装置及方法

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1141245B (de) * 1961-11-22 1962-12-20 Prakla Gmbh Verfahren und Vorrichtung zur Ermittlung des Zustandes von Bohrloch- oder Schachtauskleidungen
DE3106345A1 (de) * 1980-03-13 1982-02-25 Halliburton Co., 73533 Duncan, Okla. Verfahren und vorrichtung zur messung der schallfortpflanzungseigenschaften von erdformationen
EP1672168A1 (de) * 2004-12-20 2006-06-21 Services Petroliers Schlumberger Bestimmung der Impedanz eines hinter einer Futterrohrung sich befindenden Materials durch Kombination zweier Sätze von Ultraschallmessungen

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1141245B (de) * 1961-11-22 1962-12-20 Prakla Gmbh Verfahren und Vorrichtung zur Ermittlung des Zustandes von Bohrloch- oder Schachtauskleidungen
DE3106345A1 (de) * 1980-03-13 1982-02-25 Halliburton Co., 73533 Duncan, Okla. Verfahren und vorrichtung zur messung der schallfortpflanzungseigenschaften von erdformationen
EP1672168A1 (de) * 2004-12-20 2006-06-21 Services Petroliers Schlumberger Bestimmung der Impedanz eines hinter einer Futterrohrung sich befindenden Materials durch Kombination zweier Sätze von Ultraschallmessungen

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111158043B (zh) * 2020-01-07 2021-09-17 中南大学 一种成孔灌注桩桩底隐患检测系统和检测方法

Also Published As

Publication number Publication date
EP2662499B1 (de) 2017-03-01
EP2662499A2 (de) 2013-11-13
DE102012104009B4 (de) 2016-09-22
DE102012104009A1 (de) 2013-11-14

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