EP0188586A1 - METHOD OF $g(IN SITU) TESTING CONCRETE FOR QUALITY, AND MEANS FOR IMPLEMENTING THE METHOD - Google Patents

METHOD OF $g(IN SITU) TESTING CONCRETE FOR QUALITY, AND MEANS FOR IMPLEMENTING THE METHOD

Info

Publication number
EP0188586A1
EP0188586A1 EP85903837A EP85903837A EP0188586A1 EP 0188586 A1 EP0188586 A1 EP 0188586A1 EP 85903837 A EP85903837 A EP 85903837A EP 85903837 A EP85903837 A EP 85903837A EP 0188586 A1 EP0188586 A1 EP 0188586A1
Authority
EP
European Patent Office
Prior art keywords
plug
hole
concrete
expansion
jack
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.)
Withdrawn
Application number
EP85903837A
Other languages
German (de)
English (en)
French (fr)
Inventor
Fiorenzo Meneghetti
Tiziano Meneghetti
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP0188586A1 publication Critical patent/EP0188586A1/en
Withdrawn legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N33/00Investigating or analysing materials by specific methods not covered by groups G01N1/00 - G01N31/00
    • G01N33/38Concrete; ceramics; glass; bricks
    • G01N33/383Concrete, cement
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00Investigating strength properties of solid materials by application of mechanical stress
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/003Generation of the force
    • G01N2203/0053Cutting or drilling tools

Definitions

  • This invention relates to a method of in situ testing concrete for quality, and to means for implementing the method.
  • the method of this invention belongs to the broad class of the "non destructive" testing methods.
  • the tool bit After the tool bit has been anchored securely, it is withdrawn by pulling on it with a jack until the concrete breaks.
  • a consequent primary object is to provide a sequence of operative steps which can be readily implemented without any special difficulties.
  • Another object is to provide a method which can be used at any time after the concrete has been allowed to cure.
  • a further object is to provide a method employing for its operative steps, as far as possible, customary equipment for this field.
  • Still another object is to arrange for the use, wherever feasible, of readily available components on the market.
  • the means for implementing said method comprises a plug arranged to only expand at the deepest portion thereof, and a pulling jack having a swivel device for connection to the plug and an abutment ring whose inside dimensions are selected so as to provide a breaking cone with an angle within the range of about 60° to 70°.
  • Figure 1 is a sectional view of an area where a hole according to this invention has been drilled, which view points out the shape of the hole made in the concrete;
  • Figure 2 illustrates the introduction and the shape of the expansion plug
  • Figure 3 illustrates the expansion of the plug within the hole
  • Figure 4 shows how the abutment ring is positioned and the shape of the breaking cone determined thereby; and Figure 5 is a sectional view through the jack employed for the plug withdrawing step.
  • a cylindrical hole 2 is first drilled which, at its innermost area indicated at 3, is enlarged to provide a conical surface, indicated at 4.
  • This operation is performed by means of a tool which allows the drill bit, that has just formed the cylindrical hole 2 and is suitably designed to only work on the wall of the area 3 of the hole, to be inclined so as to generate an inside taper.
  • a plug 5 is inserted into the hole 2 which comprises a cylindrical sleeve 6 associated, at its most inwardly located portion with respect to the hole, with a plurality of expansion segments 7.
  • the cylindrical sleeve 6 contains a threaded shank 8 the innermost portion whereof is shaped to form an expanding body 9 leaving all around a gap 10 for the insertion of the expanding segments 7.
  • the plug will be anchored securely inside the hole 2.
  • a metal abutment ring 11 is positioned which has a middle hole 12 with its center coinciding with the axis 13 of the threaded shank.
  • the size of the hole 12 is selected so that the angle of the ideal cone to be obtained by joining the cone 9 to the inside circumference 14 of the hole 12 can have an amplitude of 60° to 70o.
  • a jack not shown in Figure 4 which may be of any type so long as it can optically display the force it applies, a pull is exerted on the threaded shank 8 in the direction of the arrow 14 by reaction against the metal abutment ring 11. This pull force is maintained until a concrete cone breaks off which has for its base a circle of the same size as the hole 12 in the abutment ring 11.
  • the height of the cone is instead substantially equal to the length of the plug that had been inserted into the hole.
  • the jack comprises a cylinder 16 accommodating a piston 17 which is driven upward by pressurized oil supplied into the inner chamber 18 of the cylinder through a line 19 from a pump, not shown, to which line 19 a pressure gauge 20 is connected to measure the internal pressure.
  • the piston 17 extends so as to form a rod 21 which, in turn, extends to form a universal joint 22 to which a connector 23 is fitted which is then locked on application of a cross pin 24.
  • Said connector 23 has a threaded hole 25 in which the threaded shank 8 of the plug, previously driven into the concrete, is screwed in.
  • the universal joint and the connector are both contained within a metal bell-like casing 26 which is secured at the top to the cylinder 16 as by screwing, and at the bottom to the abutment ring 11.
  • a comparator 27 serving the function of optically displaying any slipping of the plug, which would be indicative of ineffective grip on the concrete and of an improperly made hole.
  • the universal joint connected between the plug and the jackpiston rod prevents, within limits, the occurrence of an offcenter tensile condition which would alter the readings and make the method unreliable. Such a situation would occur where either the bearing surface of the abutment ring is uneven, or the plug has been inserted into a hole which is not truly perpendicular to the surface of the work.
  • the inventive method described in the foregoing is specially simple in that, with the sole exception of the dynamometric jack, it utilizes standard low cost equipment that is easily operated.
  • the plug may conveniently be of a throw away type, since it is quite simple construction-wise and hence inexpensive to replace. For these reasons, the concrete test may be repeated at several locations without incurring excessive cost.
  • test may be carried out on any structure types whenever their quality must be checked.
  • the plugs while requiring the particular features specified herein before, can be made by using the same equipment and technologies which are used in the manufacture of hardware for concrete.
  • novel aspect of the invention is, therefore, to be seen in the combination of a simple non destructive method that may be applied at any time,with a low cost plug, that may be used once for each test. It may be appreciated from the foregoing description that all of the invention objects have been achieved, and in particular that a specially simple and economically convenient method has been provided which employs low cost materials and components.
EP85903837A 1984-08-03 1985-07-31 METHOD OF $g(IN SITU) TESTING CONCRETE FOR QUALITY, AND MEANS FOR IMPLEMENTING THE METHOD Withdrawn EP0188586A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
IT4161684 1984-08-03
IT41616/84A IT1181003B (it) 1984-08-03 1984-08-03 Procedimento per l'analisi in situ della qualita' di un calcestruzzo e mezzi per attuare detto procedimento

Publications (1)

Publication Number Publication Date
EP0188586A1 true EP0188586A1 (en) 1986-07-30

Family

ID=11252030

Family Applications (1)

Application Number Title Priority Date Filing Date
EP85903837A Withdrawn EP0188586A1 (en) 1984-08-03 1985-07-31 METHOD OF $g(IN SITU) TESTING CONCRETE FOR QUALITY, AND MEANS FOR IMPLEMENTING THE METHOD

Country Status (3)

Country Link
EP (1) EP0188586A1 (it)
IT (1) IT1181003B (it)
WO (1) WO1986001294A1 (it)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AUPN321595A0 (en) * 1995-05-26 1995-06-22 Curtin University Of Technology Tool for measuring decay in wood
US7811037B2 (en) * 2006-06-05 2010-10-12 Illinois Tool Works Inc. Anchor bolt and annularly grooved expansion sleeve assembly exhibiting high pull-out resistance, particularly under cracked concrete test conditions
US7744320B2 (en) 2006-06-05 2010-06-29 Illinois Tool Works Inc. Anchor bolt and annularly grooved expansion sleeve assembly exhibiting high pull-out resistance, particularly under cracked concrete test conditions
JP6289052B2 (ja) * 2013-06-21 2018-03-07 株式会社大林組 あと施工アンカーの施工方法
CN105716976A (zh) * 2016-03-04 2016-06-29 衢州康平建设工程检测有限公司 一种抹灰砂浆抗压强度原位球压法检测仪及其检测方法
JP2017215292A (ja) * 2016-06-02 2017-12-07 サンコーテクノ株式会社 補修材層の付着強さの評価方法および評価装置
CN109520838B (zh) * 2018-12-25 2023-12-15 西南交通大学 一种盾构隧道螺栓接头抗拉性能试验装置
JP7463031B2 (ja) 2020-03-18 2024-04-08 株式会社電業社機械製作所 引き抜き試験機及び引き抜き試験方法

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3283566A (en) * 1964-01-29 1966-11-08 Dale H Fietz Material hardness tester
GB1214932A (en) * 1968-03-29 1970-12-09 Peter Kierkegaard-Hansen Improvements in and relating to methods for testing the strength of the material of cast structures, such as concrete structures
GB1284072A (en) * 1968-08-07 1972-08-02 Nat Res Dev Testing of concrete
DE2613499A1 (de) * 1976-03-30 1977-10-13 Heinrich B Schaefers Bauwerksanker und verfahren zu seinem verankern
US4103540A (en) * 1977-09-23 1978-08-01 Mclaughlin Robert R Testing device for in-site cementitious material
DE3124685A1 (de) * 1981-06-24 1983-01-20 Artur Dr.H.C. 7244 Waldachtal Fischer Spreizduebel fuer die verankerung in konisch nach innen erweitert hergestellten bohrloechern

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO8601294A1 *

Also Published As

Publication number Publication date
IT1181003B (it) 1987-09-23
IT8441616A1 (it) 1986-02-03
IT8441616A0 (it) 1984-08-03
WO1986001294A1 (en) 1986-02-27

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