DE8911727U1 - Device for checking steel reinforcement in structures - Google Patents

Device for checking steel reinforcement in structures

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Publication number
DE8911727U1
DE8911727U1 DE8911727U DE8911727U DE8911727U1 DE 8911727 U1 DE8911727 U1 DE 8911727U1 DE 8911727 U DE8911727 U DE 8911727U DE 8911727 U DE8911727 U DE 8911727U DE 8911727 U1 DE8911727 U1 DE 8911727U1
Authority
DE
Germany
Prior art keywords
structures
guide rail
steel reinforcement
sensors
checking steel
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.)
Expired - Lifetime
Application number
DE8911727U
Other languages
German (de)
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.)
GERLING HERBERT 8081 ALTHEGNENBERG DE
Original Assignee
GERLING HERBERT 8081 ALTHEGNENBERG DE
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 GERLING HERBERT 8081 ALTHEGNENBERG DE filed Critical GERLING HERBERT 8081 ALTHEGNENBERG DE
Priority to DE8911727U priority Critical patent/DE8911727U1/en
Publication of DE8911727U1 publication Critical patent/DE8911727U1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N27/00Investigating or analysing materials by the use of electric, electrochemical, or magnetic means
    • G01N27/72Investigating or analysing materials by the use of electric, electrochemical, or magnetic means by investigating magnetic variables
    • G01N27/82Investigating or analysing materials by the use of electric, electrochemical, or magnetic means by investigating magnetic variables for investigating the presence of flaws

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  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Physics & Mathematics (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Investigating Or Analyzing Materials By The Use Of Magnetic Means (AREA)

Description

Beschreibung:Description:

Vorrichtung zur überprüfung von Stahibewehrungen in Bauwerken .Device for checking steel reinforcements in buildings.

Die Neuerung betrifft eine Vorrichtung zur Überprüfung von Stahlbewehrungen in Bauwerken.The innovation concerns a device for checking steel reinforcement in buildings.

Es ist bekannt, daß Stahlbev^hrungen ''.nsbesondere durch Korrosion in Bauwerken Risse und Brüche aufweisen können, die schwer abschätzbar oder voraussehbar sind, da eine Reihe von Faktoren einschließlich der bei der Herstellung angewendeten Verfahrensweisen zu einer früheren oder späteren Rißbf'dung führen. Wegen der Einsturzgefahr ist es dementspechend erforderlich, derartige Stahlbewehrungen ohne Beschädigung des Bauwerkes zu überprüfen. Es sind nun eine Reihe von Ver- r\ fahren bekannt, Brüche oder Risse in Spannstählen aufzuspüren, wozu auch Verfahren, die mit Röntgenstrahlen, Ultraschall oder Magnetfeldern arbeiten, zählen.It is known that steel reinforcements , particularly those caused by corrosion in buildings, can develop cracks and breaks which are difficult to estimate or predict, since a number of factors, including the manufacturing processes used, lead to earlier or later cracks. Because of the risk of collapse, it is therefore necessary to check such steel reinforcements without damaging the building. A number of methods are now known for detecting breaks or cracks in prestressing steels, including methods using X-rays, ultrasound or magnetic fields.

Gemäß der vorliegenden Neuerung soll nun eine preiswerte Vorrichtung zur überprüfung von Stahlbewehrungen in Bauwerken vorgeschlagen werden, welche mit Magnetfeldern arbeitet.According to the present innovation, an inexpensive device for checking steel reinforcements in buildings is now to be proposed, which works with magnetic fields.

Die Lösung der Aufgabe ergibt sich aus dem Kennzeichen des Anspruches 1. Die Unteransprüche beschreiben bevorzugte Ausführungsformen. The solution to the problem arises from the characterizing part of claim 1. The subclaims describe preferred embodiments.

Die beiliegenden Zeichnungen dienen der weiteren Erläuterung der Neuerung. Es zeigen:The attached drawings serve to further explain the innovation. They show:

O Fig. 1 eine schematische Ansicht der Vorrichtung,O Fig. 1 is a schematic view of the device, Fig. 2 einen graphischen Ausdruck der Meßergebnisse.Fig. 2 shows a graphical expression of the measurement results.

Ein Schlitten 1, welcher einen nicht dargestellten Schrittmotor enthält, gleitet auf einer Laufschiene 2. Der Schlitten enthält mehrere Magnetfeldgeber 3 und mindestens drei FeIdplattendifferentialfühler als Magnetfeldsensoren, denen ein < Operationsverstärker 6 zugeordnet ist. Der Operationsverstär-A carriage 1, which contains a stepper motor (not shown), slides on a guide rail 2. The carriage contains several magnetic field sensors 3 and at least three field plate differential sensors as magnetic field sensors, to which an < operational amplifier 6 is assigned. The operational amplifier

f &Ggr;\ ker 6 ist mi tte Is eines Kabels 7 mi t einer Auswerteeinrichtung &iacgr; verbunden, die einen mobilen PC 8 enthält. Weiterhin enthält die Auswerteeinrichtung einen nicht dargestellten Drucker, welcher eine graphische Auswertung der Widerstandsänderungen der Feldplattendifferentialfühle/ in Abhängigkeit von der &iacgr; Bewegung des Schlittens 1 auf der Laufschiene 2 ermöglicht.The sensor 6 is connected by means of a cable 7 to an evaluation device 8 which contains a mobile PC 8. The evaluation device also contains a printer (not shown) which enables a graphic evaluation of the resistance changes of the field plate differential sensors as a function of the movement of the carriage 1 on the guide rail 2.

Die Laufschiene 2 trägt noch eine optisch, elektronisch oder magnetisch ablesbare Skalierung, welche ebenfalls graphisch ausgedruckt wird.The guide rail 2 also has an optically, electronically or magnetically readable scale, which is also printed out graphically.

Die Laufschiene 2 wird nun unterhalb einer zu prüfenden Betondecke 11 angeordnet, wobei die Stahlbewehrungen in der Betondecke bei der Verschiebung des Schlittens 1 überprüft werden.The guide rail 2 is now arranged beneath a concrete ceiling 11 to be tested, whereby the steel reinforcements in the concrete ceiling are checked when the carriage 1 is moved.

Der in der Fig. 2 dargestellte graphische Ausdruck zeigt durch das Ansteigen des Spannungswertes einen Bruch bei 12 und einen Anriß bei 13.The graphical expression shown in Fig. 2 shows a fracture at 12 and a crack at 13 due to the increase in the stress value.

Die Streufelder um die Stahlbewehrungen bewirken in den Differential - Feldplattensensoren eine Widerstandsänderung, welche eine Brückenschaltung aus dem Gl eichgewicht bringt. Die Spannungsdifferenz wird einem nachgeschalteten Operationsverstärker z.B. Siemens TAE H53 zugeführt. Der geringere Innenwiderstand der Feldplatten verhindert weitgehend eine Beeinflussung des hochempfindlichen Operationsverstärkers durch elektromagnetische Fremdfelder also durch Antennenwirkung .The stray fields around the steel reinforcements cause a resistance change in the differential field plate sensors, which brings a bridge circuit out of balance. The voltage difference is fed to a downstream operational amplifier, e.g. Siemens TAE H53. The lower internal resistance of the field plates largely prevents the highly sensitive operational amplifier from being influenced by external electromagnetic fields, i.e. by antenna effects.

Am Ausgang des Operationsverstärkers verstärkt eine differen-At the output of the operational amplifier, a differential

&bull; &diams; · &phgr;&bull;&diams; · &phiv;

SC SiSs SS-SC SiSs SS-

7 :*7 :*

zierende Transistör scha 1tung die Signaländerung. Damit wird der Meßwert von jeder Drift unabhängig.transistor circuit 1 the signal change. This makes the measured value independent of any drift.

Claims (2)

Patentanwalt.DipkrPfyh G&hdfd£hedl Steinsdorfstraße 21-22 · D-8000 München 22 · Telefon: (089) 229441 · Telex: 5 i.l 208 ■ Telefax: Gr. 2 + 3 (089) 22 94 45 G 89 11 727.1 Herbert Gerling 12047 Ru/Le !.Februar 1990 Schutzansprüche:Patent Attorney.DipkrPfyh G&hdfd£hedl Steinsdorfstrasse 21-22 · D-8000 Munich 22 · Telephone: (089) 229441 · Telex: 5 i.l 208 ■ Fax: Gr. 2 + 3 (089) 22 94 45 G 89 11 727.1 Herbert Gerling 12047 Ru/Le 1.February 1990 Protection claims: 1. Vorrichtung zur Überprüfung von Stahlbewehrungen in Bauwerken,1. Device for checking steel reinforcements in structures, dadurch gekennzeichnet, daß auf einer Laufschiene (2) ein Schlitten (1) mit mindestens einem Magnetfeldgeber (3) angeordnet ist, dem mindestens drei voneinander unabhängige Feldplattendifferentialfühler als Magnetfeldsensoren zugeordnet sind, und einen Operationsverstärker (&sgr;) enthält, welcher einen Anschluß für eirse Aue = Werteeinrichtung (4) aufweist.characterized in that a carriage (1) with at least one magnetic field sensor (3) is arranged on a guide rail (2), to which at least three independent field plate differential sensors are assigned as magnetic field sensors, and contains an operational amplifier (σ) which has a connection for a value device (4). 2. Vorrichtung nach Anspruch 1,
dadurch gekennzeichnet,
2. Device according to claim 1,
characterized,
daß die Laufschiene (2)eine abtastbare Skaliierung besitzt, die ebenfalls aufgezeichnet werden kann.that the guide rail (2) has a scannable scale, which can also be recorded. &diams; · · .4«* ti&diams; · · .4«* ti
DE8911727U 1989-10-02 1989-10-02 Device for checking steel reinforcement in structures Expired - Lifetime DE8911727U1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE8911727U DE8911727U1 (en) 1989-10-02 1989-10-02 Device for checking steel reinforcement in structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE8911727U DE8911727U1 (en) 1989-10-02 1989-10-02 Device for checking steel reinforcement in structures

Publications (1)

Publication Number Publication Date
DE8911727U1 true DE8911727U1 (en) 1990-03-15

Family

ID=6843370

Family Applications (1)

Application Number Title Priority Date Filing Date
DE8911727U Expired - Lifetime DE8911727U1 (en) 1989-10-02 1989-10-02 Device for checking steel reinforcement in structures

Country Status (1)

Country Link
DE (1) DE8911727U1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4027020A1 (en) * 1990-08-27 1992-03-05 Heinrich Liebig Gmbh Detecting presence of metal reinforcement near bore in concrete - introducing probe generating magnetic or EM field and sensor measuring change in strength
DE4243878A1 (en) * 1992-12-23 1994-07-07 Suspa Spannbeton Gmbh Monitoring device for components, in particular for tension members of ground or rock anchors, pressure members of piles, tendons for prestressed concrete structures and bridge cables

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4027020A1 (en) * 1990-08-27 1992-03-05 Heinrich Liebig Gmbh Detecting presence of metal reinforcement near bore in concrete - introducing probe generating magnetic or EM field and sensor measuring change in strength
DE4243878A1 (en) * 1992-12-23 1994-07-07 Suspa Spannbeton Gmbh Monitoring device for components, in particular for tension members of ground or rock anchors, pressure members of piles, tendons for prestressed concrete structures and bridge cables
US5545987A (en) * 1992-12-23 1996-08-13 Suspa Spannbeton Gmbh Monitoring device for tension members of soil or rock anchors, compression members of poles, prestressing elements for prestressed concrete structures and bridge cables

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