BS 1881-204-1988 Testing concrete - Recommendations on the use of electromagnetic covermeters《混凝土试验 第204部分 电磁式保护层厚度计使用的推荐方法》.pdf

《BS 1881-204-1988 Testing concrete - Recommendations on the use of electromagnetic covermeters《混凝土试验 第204部分 电磁式保护层厚度计使用的推荐方法》.pdf》由会员分享，可在线阅读，更多相关《BS 1881-204-1988 Testing concrete - Recommendations on the use of electromagnetic covermeters《混凝土试验 第204部分 电磁式保护层厚度计使用的推荐方法》.pdf（14页珍藏版）》请在麦多课文档分享上搜索。

1、BRITISH STANDARD BS1881-204: 1988 Incorporating Amendment No. 1 Testing concrete Part 204: Recommendations on the use of electromagnetic covermeters UDC666.972:620.179.1 +620.179.14BS1881-204:1988 This British Standard, having been prepared under the direction of the Cement, Gypsum, Aggregates and Q

2、uarry Products Standards Committee, was published under the authority of the Board of BSI and comes into effect on 31 August 1988 BSI 12-1998 The following BSI references relate to the work on this standard: Committee reference CAB/4 Draft for comment86/11764 DC ISBN058016571 X Committees responsibl

3、e for this British Standard The preparation of this British Standard was entrusted by the Cement, Gypsum, Aggregates and Quarry Products Standards Committee (CAB/-) to Technical Committee CAB/4, upon which the following bodies were represented: Association of Lightweight Aggregate Manufacturers Asso

4、ciation of Metropolitan Authorities British Aggregate Construction Materials Industries British Civil Engineering Test Equipment Manufacturers Association British Precast Concrete Federation British Ready Mixed Concrete Association Building Employers Confederation Cement Admixtures Association Cemen

5、t and Concrete Association Cement Makers Federation Cementitious Slag Makers Association Concrete Society County Surveyors Society Department of the Environment (Building Research Establishment) Department of the Environment (Property Services Agency) Department of Transport (Highways) Department of

6、 Transport (Transport and Road Research Laboratory) Electricity Supply Industry in England and Wales Federation of Civil Engineering Contractors Institute of Concrete Technology Institution of Civil Engineers Institution of Highways and Transportation Institution of Structural Engineers Institution

7、of Water and Environmental Management Royal Institution of Chartered Surveyors Sand and Gravel Association Society of Chemical Industry The following bodies were also represented in the drafting of the standard, through subcommittees and panels: British Nuclear Fuels Limited United Kingdom Atomic En

8、ergy Authority Amendments issued since publication Amd. No. Date of issue Comments 6201 December 1989 Indicated by a sideline in the marginBS 1881-204:1988 BSI 12-1998 i Contents Page Committees responsible Inside front cover Foreword ii 1 Scope 1 2 Definitions 1 3 Applications 1 4 Basic principles

9、of the method 1 5 Apparatus 2 6 Basic calibration of the covermeter 2 7 Method of use 4 8 Accuracy 5 9 Influence of test conditions 5 10 Report 6 Appendix A Method for determining bar size and cover when neither is known 7 Figure 1 Typical examples of cover to reinforcement 1 Figure 2 Measurements o

10、f cover to the bar for basic calibration of electromagnetic covermeters 3 Publications referred to Inside back coverBS1881-204:1988 ii BSI 12-1998 Foreword This Part of BS1881 has been prepared under the direction of the Cement, Gypsum, Aggregates and Quarry Products Standards Committee. It supersed

11、es BS4408-1:1969, which is withdrawn. All aspects of testing concrete are being included as Parts of BS1881, from sampling fresh concrete to assessing concrete in structures. Part201 gives general guidance on the choice of non-destructive test methods and should be consulted for advice on methods wh

12、ich complement the measurement of cover to reinforcement or are useful as alternatives. Electromagnetic covermeters have now been in use long enough for experience to have accumulated of applications for a variety of types of structure and under different conditions. Development of other forms of co

13、vermeter is in progress but no significant field experience is yet available. A range of suitable devices is commercially available. Since the capabilities of these vary, the choice of instrument may be governed by the particular test conditions and information required. A British Standard does not

14、purport to include all the necessary provisions of a contract. Users of British Standards are responsible for their correct application. Compliance with a British Standard does not of itself confer immunity from legal obligations. Summary of pages This document comprises a front cover, an inside fro

15、nt cover, pages i and ii, pages1to8, an inside back cover and a back cover. This standard has been updated (see copyright date) and may have had amendments incorporated. This will be indicated in the amendment table on theinside front cover.BS 1881-204:1988 BSI 12-1998 1 1 Scope This Part of BS1881

16、gives recommendations on and describes the principles of operation of electromagnetic devices that may be used for estimating the position, depth and size of reinforcement buried in concrete. It also describes their methods of use and applications, the accuracy to be expected and the factors which m

17、ay influence the results. NOTEThe titles of the publications referred to in this standard are listed on the inside back cover. 2 Definitions For the purposes of this Part of BS1881 the definitions given in BS6100-6 apply, together with the following. 2.1 actual cover least distance, c 1 , between th

18、e face of the concrete and the surface of the reinforcement as shown inFigure1 2.2 indicated cover distance, c m , between the face of the concrete and a notional surface of the reinforcing bar under investigation as shown inFigure1 NOTEWhere values of cover are required for compliance with specifie

19、d cover to a bar of known cross section, the indicated cover has to be converted to actual cover by a method such as that described in7.2 a). 3 Applications Electromagnetic covermeters can be used for: a) quality control, to ensure correct location and cover to reinforcing bars after concrete placem

20、ent; b) investigation of concrete members for which records are not available or need to be checked; c) location of reinforcement as a preliminary to some other form of testing in which reinforcement should be avoided or its nature taken into account, e.g. extraction of cores, ultrasonic pulse veloc

21、ity measurement or “near-to-surface” methods; d) location of buried ferromagnetic objects other than reinforcement, e.g. water pipes, steel joists, lighting conduits. NOTESome devices may also detect non-ferromagnetic metal objects. Such use is outside the scope of this Part and reference should be

22、made to manufacturers publications. 4 Basic principles of the method An electromagnetic field is generated by the search head (see clause5). When a reinforcing bar or other metal object lies within this field, the lines of force become distorted. The disturbance caused by the presence of the metal i

23、n turn produces a local change in field strength as detected by the search head and indicated by the meter (see clause5). Figure1 Typical examples of cover to reinforcement (see clause 2)BS1881-204:1988 2 BSI 12-1998 Both the orientation and the proximity of the metal to the search head affect the m

24、eter reading. It is therefore possible to locate reinforcing bars and determine their orientation. Cover to a bar may also be determined if a suitable calibration can be obtained for the particular size of bar and the materials under investigation. With some devices it is possible, under ideal condi

25、tions, to estimate both bar size and cover when neither is known. (See appendix A.) 5 Apparatus A number of suitable battery or mains operated covermeters exist. They comprise a search head, meter and interconnecting cable. The concrete surface is scanned with the search head kept in contact with it

26、 while the meter indicates by analogue or digital means the proximity of reinforcement. The search head may consist of a single or multiple coil system. The physical principle involved can either be one utilizing eddy current effects or magnetic induction effects. With covermeters based on the first

27、 principle, alternating. Instruments working on this principle operate at frequencies above1kHz and are thus sensitive to the presence of any conducting metal in the vicinity of the search head. Location of non-magnetic but conducting material is outside the scope of this Part of BS1881. However, su

28、ch instruments, being very dependent upon the conductivity of the material, may be very susceptible to changes in steel type (see9.2.1) and special calibration may be needed. With covermeters using magnetic induction, a multicoil search head is used with a lower operating frequency than the eddy cur

29、rent type of device (typically below90Hz). The principle used is similar to that of a transformer, in that one or two coils carry the driving current while one or two further coils pick up the voltage transferred via the magnetic circuit formed by the search head and embedded reinforcing bar. Such i

30、nstruments are less sensitive to non-magnetic materials than those using the eddy current principle. The meter should incorporate scales or digital display ranges (in this Part called scales), calibrated in accordance with clause6, so that the indicated cover to the reinforcement can be read directl

31、y. The manufacturers instructions should state clearly the conditions under which such scales are applicable. A reference scale, preferably linear, should also be provided for calibration by the user to suit particular conditions of use (see clauses3 and8). The indicated cover to steel reinforcement

32、, when the device is calibrated in the laboratory in the manner described in clause6, should be accurate to within5% or 2mm, whichever is the greater, over the working range given by the manufacturer. 6 Basic calibration of the covermeter 6.1 General Regular laboratory checks on the covermeter shoul

33、d be carried out to establish the accuracy of calibrated scale readings. The frequency of such checks will depend on the manufacturers instructions and the condition of use of the covermeter, but it is recommended that they be carried out at least every6months. The dates of calibration should be rec

34、orded and kept with the covermeter. The calibration should show that all meter measurements taken lie within the accuracy stated in clause5. Instruments that do not comply should be returned to the manufacturer for adjustment. Most covermeters in use are battery operated but, if mains operation is a

35、lso available as an option, calibration accuracy should be checked under each type of power supply. If different search heads are to be used with the same meter, calibration checks should be carried out for each head. In some analogue instruments, a single calibrated scale is divided into sectors, e

36、ach sector identifying a given indicated cover for a stated range of bar sizes. In such a case, a bar of the largest stated size at a given actual cover should produce a scale indication at the end of the relevant sector nearer to zero cover indication. Similarly, a bar of the smallest stated size w

37、ill produce a scale indication at the end of the sector further from zero cover indication. Such sectors should not overlap. The methods described in6.2, 6.3 and6.4 may be used in the laboratory. Suitable methods for routine site calibration checks are given in clause7. 6.2 Method A A straight, clea

38、n, smooth steel bar of the type designated by the manufacturer of the device is cast off-centre in a concrete prism, in such a position that the range of actual covers from the as-cast faces extends through the manufacturers stated range of operation of the device. The minimum cover is12mm (seeFigur

39、e 2). For checking smaller covers directly use method B or C. The flatness of the mould faces should be such that no part of any cast surface of the prism deviates by more than0.5mm from the mean surface.BS 1881-204:1988 BSI 12-1998 3 The concrete should have an ordinary Portland cement content betw

40、een 300kg/m 3and400kg/m 3and the aggregate should not have significant magnetic properties. No additions should be used in the concrete. Care should be taken during casting not to bend the bar. After curing and demoulding the specimen, the actual cover to the bar is measured to an accuracy of 0.5mm

41、from the working faces at both ends of the prism. If the two measurements from one face to the bar do not differ by more than1mm, their mean is taken as the actual cover. If the difference exceeds1mm, a new prism should be cast. The covermeter is then used in accordance with the manufacturers instru

42、ctions to measure the indicated cover to the reinforcement on all moulded faces parallel to the bar, within the working range of the device and under conditions where extraneous effects on the magnetic field are at a minimum. If separate scales are available for different bar sizes it is advisable t

43、o carry out the preceding calibration procedure using a range of calibration blocks incorporating bars of representative sizes. In each case the range of actual covers to the bar from the four faces should extend over the manufacturers stated working range of the device, as indicated on the respecti

44、ve scale. 6.3 Method B A bar as described in method A is moved across a table towards the search head and the actual cover compared with the reading on the appropriate calibrated meter scale. It is essential that no metallic materials, e.g. nails or screws, are incorporated in the table top near the

45、 search coil. The search head should also be parallel to the bar and both search head and bar stationary when readings are made. The tolerances should not exceed those for method A. 6.4 Method C A series of vertical holes is drilled in two opposite faces of a box such that a bar, as described in met

46、hod A, can be placed horizontally at different distances from the top. The search head is placed over the line of holes and the actual covers compared with the readings on the appropriate calibrated meter scale. It is essential that no metallic materials, e.g. nails or screws, are incorporated in th

47、e table top near the search coil or in the box. The search head should also be parallel to the bar and both search head and bar stationary when readings are made. The tolerances should not exceed those for method A. Figure 2 Measurements of cover to the bar for basic calibration of electromagnetic c

48、overmeters (see 6.2)BS1881-204:1988 4 BSI 12-1998 7 Method of use 7.1 Preliminary procedures The covermeter is switched on and the meter adjusted so that the needle on the indicator dial (analogue devices) corresponds to the appropriate calibration mark as indicated by the manufacturer (“zeroing” th

49、e instrument). In the case of digital indicating devices, the manufacturers instructions on setting up the meter before the test should be followed. In all cases this procedure should be carried out with the search head far removed from the reinforced concrete surface and in such a way that any other extraneous effects on the magnetic field are at a minimum. Rapid movement of the search head should be avoided as this can affect the “zeroing”. A warming up period may be specified by the manufacturer after which time a further adjustment should be made.