METHOD AND ARRANGEMENT FOR IMPROVING TOMOGRAPHIC DETERMINATIONS, PARTICULARLY SUITABLE FOR INSPECTION OF STEEL REINFORCEMENT BARS IN CONCRETE STRUCTURES

• US 20100054397A1
• Filed: 10/31/2007
• Published: 03/04/2010
• Est. Priority Date: 11/14/2006
• Status: Active Grant

• Current Assignee: Tomografia de Hormigon Armado S.A.
• Original Assignee: Tomografia de Hormigon Armado S.A.
• Inventors: Mariscotti, Mario Alberto Juan, Ruffolo, Marcelo Daniel, Thieberger, Peter, Frigerio, Teresita
• Granted Patent: US 8,064,571 B2
• Time in Patent Office: Days
• US Class Current: 378/25
• CPC Class Codes: G01N 2223/419 computed tomograph
• CPC Class Codes: G01N 23/046 using tomography, e.g. computed tomography [CT]
• CPC Class Codes: G01N 33/383 Concrete, cement

Abstract

A method and arrangement for improving tomographic determinations by means of radiation, specially suitable for steel bars in concrete. The method comprising irradiating said body with penetrating radiation, recording said radiation transmitted through said body in recording means; providing a reference system with a plurality of independently identified and individualized reference elements made of a high density radiation-absorbent material, such reference elements being arranged in an orderly manner; identifying the above mentioned measurements; determining irradiation times; and determining the position and size of objects within a body based on the information recorded on the recording means used for measurement.

Claims

1. A method for improving tomographic determinations for the inspection of steel reinforcements in concrete structures, said method comprising the steps of:

a) irradiating said structure with penetrating radiation from different positions by means of a radiation source and

b) recording said radiation transmitted through said structure for the different positions of the radiation source in recording means;

the method further comprising the steps of;

i. defining and fixing a main coordinate system to the structure under study, to which the results of the analysis will be referred;

ii. providing a reference system with a plurality of independently identified and individualized reference elements made of a high density radiation-absorbent material and contained in a rack, such reference elements being arranged in accurately known positions on a radiation source side and/or a recording means side of said structure in order to record fiducial marks on the recording means;

iii. identifying the above mentioned measurements;

iv. determining irradiation times; and

v. determining the position of the fiducial marks resulting from the reference elements in the racks, and then determining the position of both the radiation source and the recording means with respect to the structure under study, based on the position of such fiducial marks;

vi. determining the position and size of reinforcements within a structure based on information recorded on each of the recording means used for measurement by means of combining the data resulting from the different coordinate systems for each of the recording means in the single main coordinate system fixed to the structure under study.

2. The method according to claim 1, further comprising the step of providing a scattered radiation filter between the structure under examination and the recording means so as to achieve an optimum ratio between the intensity of direct radiation and that of scattered radiation reaching the recording means.

3. The method according to claim 1, providing means for determining the radiation time necessary to achieve maximum contrast.

4. The method according to claim 1, wherein the radiation source is an X-ray or gamma-ray source.

5. The method according to claim 1, wherein the reference elements are bars, small spheres, beads or the like, within rigid or flexible support means.

6. The method according to claim 1, further providing support means for the reference elements, comprising one or more plates of a material with poor absorption of gamma radiation, selected from the group formed by plastic, acrylic, Luxite or similar materials.

7. The method according to claim 1, further comprising the step of drilling holes and introducing in said holes a radioactive source, to solve the determination of concrete pieces thicker than those covered by the applicable standards for the radioactive substances used for industrial X-ray determinations.

8. An arrangement for the inspection of steel reinforcements in concrete structures, which arrangement comprises for its application to the study of structures by means of an external source:

a) a source of radiation capable of penetrating said structure;

b) a support for the radiation source immovably attached to the structure being studied;

c) recording means to record the transmitted radiation through such structure;

d) a reference system with a plurality of reference elements independently identified and individualized, made of a high density material that absorbs radiation, which reference elements are arranged in accurately known positions;

e) a first rack located between the source and the structure under study, immovably attached to said structure, which first-rack comprises a reference system according to above paragraph d);

f) a second rack immovably attached to said structure, which second rack comprises supports for the recording means and a reference system according to above paragraph d);

g) identification means for measurements; and

h) means to determine irradiation time comprising a device to remotely and continuously monitor the radiation dose applied to different spots on the recording means surface and determining the irradiation times comprising a rack with multiple radiation-sensitive devices, which device is located behind the recording means.

10. The arrangement according to claim 8 or 9, in that it comprises means to optimize the ratio of direct radiation to scattered radiation, thus improving image quality.

11. The arrangement according to claim 8, in that said second rack comprises one or more planes, immovably attached to said structure such that said planes are respectively parallel to the sides of said structure that are opposed or adjacent to the side of the structure on which said first rack is arranged.

13. The arrangement according to claim 8 or 9, wherein it comprises means to determine the irradiation time necessary to achieve maximum contrast.

14. The arrangement according to claim 8 or 9, wherein the optimal distance between the structure under study and the recording means is determined by means of calculations carried out with a program based on the Montecarlo or equivalent methods, capable of calculating the intensity and energy of the radiation reaching the recording means under the specific conditions of the structure under inspection.

15. The arrangement according to claim 8 or 9, wherein the rack, on which the recording means are arranged, comprises elements that preferentially attenuate scattered radiation traversing the structure under examination, which is particularly severe for reinforced concrete pieces, the nature and thickness of which are determined using simulations with a program based on the Montecarlo or equivalent methods, capable of calculating the intensity and energy of radiation traversing the structure under study under the specific conditions of each case.

16. The arrangement according to claim 8 or 9, wherein the rack, on which the recording means are arranged, consists of two planes and is fixed to the structure under study so that the intersection of both planes coincides with an edge of said structure, in such a way that the relationship between the reference elements on said planes and the structure under study is automatically defined.

17. The arrangement according to claim 16, wherein the planes are collapsible from an open position, in which the planes are arranged with respect to each other for use, to closed position, in which the planes are arranged parallel to each other to facilitate transportation.

18. The arrangement according to claim 8 or 9, wherein the rack, on which the recording means are arranged, consists of three planes perpendicular to each other, the third of which planes can be displaced with respect to the first plane, such that during use the planes are arranged against adjacent sides of the structure under study, such arrangement being particularly applicable to reinforced concrete beams and columns.

19. The arrangement according to claim 8, applied to the study of structures with parallel sides and of a great size as compared to the size of the equipment, as in the case of reinforcement bars within reinforced concrete slab, wherein the support of the source includes preset positions designed to maximize the effective volume under, inspection as well as the accuracy of the three-dimensional analysis, as a function of the thickness of said structure and the type of radiation source and recording means being used, when multiple irradiations of a certain duration are being carried out.

9. An arrangement for the inspection of steel reinforcements in concrete structures, which arrangement comprises for its application to the study of structures by means of an internal source:

a) a source of radiation capable of penetrating said structure;

b) a support for the radiation source immovably attached to the structure under study that is suited for using an internal source, that is, when the source is located within a hole drilled into the structure under study;

c) recording means to record the transmitted radiation through such structure;

d) a reference system with a plurality of reference elements independently identified and individualized, made of a high density material that absorbs radiation, which reference elements are arranged in accurately known positions;

e) a rack immovably attached to said structure, which rack comprises supports for the radiation recording means and a reference system according to above paragraph d);

f) identification means for measurements; and

g) means to determine irradiation time comprising a device to remotely and continuously monitor the radiation dose applied to different spots on the recording means surface and determining the irradiation times comprising a rack with multiple radiation-sensitive devices, which device is located behind the recording means.

12. The arrangement according to claim 9, in that said rack comprises one or more planes, immovably attached to said structure that are opposed or adjacent to the side of said structure on which said source is introduced.

20. A method for the inspection of steel reinforcements in concrete structures with parallel sides and of great size as compared to the size of the equipment, as in the case of reinforcement bars within a reinforced concrete slab, comprising the steps of:

a) displacing the support for the radioactive source along the crossmember in preset positions;

b) fixing said support of the radioactive source to the crossmember at different preset heights with respect to the structure under study,

c) holding said crossmember by means of two bars inserted into a first rack and oriented diagonally with respect to the first rack,

d) determining the position of the source with high accuracy without the need of intervention by the operator.

21. A method for the three-dimensional determination of the objects within a body under study, comprising the following steps:

a) defining a coordinate system fixed to the body under examination;

b) indicating the arrangement of the recording means with respect to the coordinate system of paragraph a) above;

c) determining the position of the fiducial marks resulting from the reference elements in the racks, and then determining the position of both the source and the recording means with respect to the piece under study, based on the position of such fiducial marks;

d) determining the profiles of the projections of the steel bars on the recording means;

e) three-dimensional mapping of the location and diameter of steel bars within the cone defined by the profile of the projections of the steel bars and the position of the source, by combining the information obtained during various measurements on the same section;

f) presenting the results corresponding to the tomographic reconstruction on the coordinates defined in paragraph a) above.