ML19317F281

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Reactor Bldg Post-Tensioning Sys,End Anchorage Surveillance.
ML19317F281
Person / Time
Site: Oconee Duke Energy icon.png
Issue date: 10/29/1974
From:
DUKE POWER CO.
To:
References
NUDOCS 8001090614
Download: ML19317F281 (13)


Text

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DUKE POWER COMPANY OCONEE NUCLEAR STATION 1

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UNrr 2 REACTOR BUILDING Post-TENSIONING SYSTEM END ANCHORAGE SURVEILLANCE jo270-ov./ ///t OCToseR 29, 1974 3o910906/y o

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1.0 INTRODUCTION

The end anchorage concrete surveillance program for the Oconee Nuclear Station, Unit 2 reactor building post-tensioning system was defined and is executed in order to assure the continued structural integrity of the Reactor Building.

The program consists of periodic inspections of selected end anchorages and adjacent concrete surfaces.

The requirements for the program are detailed in Oconee Nuclear Station, Technical Specification 4.4.2.3. The inspection interval, as specified therein, will be one-half year and one year after the operation of the unit and will occur during the warmest and coldest part of the year. Consequently, the specified surveillance was performed on January 22, 1974 and July 31, 1974.

Results were compared with similar surveillance performed prior to the Reactor Building Structural Integrity Test of June 14 through June 22, 1973.

Surveillance was conducted in accordance with approved test procedure TP/2/B/

0150/13, Prestressing Tendon Anchor Zone Surveillance Program, and the results of this program are reported herein.

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SUMMARY

AND CONCLUSIONS The inspections at the one-half year and one year intervals after operation were performed as specified during the warmest and coldest part of the year.

Due to a very mild winter, there was little difference in outside air tem-peratures during the inspection.

Visual inspection of the end anchorage exterior surfaces revealed no symptoms

! of abnormal cracking or deterioration.

Measurements of tendon anchor movement showed no abnormal motion during the surveillance program.

Based on the tests and inspections described herein, it is concluded that greater than normal cracking or movements have not occurred and that the functional capability of this portion of the post-tensioning system has not diminished. Therefore, the requirements of Technical Specification 4.4.2.3 have been completed.

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1 3.0 RESULTS 3.1 END ANCHORAGE CONCRETE SURVEILLANCE Six locations along the 90 buttress and one location on top of the ring ,

girder in line with the 90 buttress were selected and examined during the

, Reactor Building Structural Integrity Test. Each of these areas were

. selected af ter an overall visual inspection of the accessible buttress areas.

l Results of inspections made prior to the Reactor Building Structural Integrity Test and at the one-half year and one year intervals following initial operation, are presented on Figures 1-7.

3.2 TENDON ANCHOR MOVEMEh7S Position measurements for seven of the tendon anchors were made during the Reactor Building Structural Integrity Test and at the one-half year and one year intervals following initial operation. Results of these measurements are given in Table 1. Details of the demountable reference frames and the location of measurements are shown on Figure 8.

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i TABLE 1 PRESTRESSING TENDON ANCHOR MOVEMENTS Temp.

Elevation Outside Micrometer Readings (Inches)

OF l_ Tendon (Feet) Date 1 2[ 3[ 4 24H89 811 6-14-73 72 3.322 4.264 4.562 4.936 1-22-74 76 3.314 4.312 4.615 4.933

7-31-74 78 3.397 4.294 4.608 4.940

_ 24H75 834 6-13-73' 85 3.534 2.436 2.701 4.692 ,

! 1-22-74 76 3.532 2.433 2.710 4.700 7-31-74 78 3.525 2.429 2.740 4.695 24H61 857 6-13-73 85 3.359 2.827 2.860 5.110 1-22-74 76 3.349 2.832 2.855 5.109 7-31-74 78 3.347 2.819 2.865 5.112' 24H47 880 6-13-73 85 3.721 3.315 3.258 4.928 1-22-74 76 3.218 3.320 3.260 4.928 7-31-74 78 3.240 3.312 3.256 4.927 4

24H33 904 6-13-73 84 3.745 3.715 3.661 4.385 1-22-74 76 3.745 3.715 3.658 4.380 7-31-74 78 3.739 3.719 3.656 4.385 24H19 927 6-13-73 84 3.547 2.116 2.635 4.632

l-22-74 76 3.547 2.110 2.632 4.652 i

7-31-74 78 3.550 2.110 2.643 4.653 l

12V28 970 6-14-73 73 4.730 5.246 4.507 1-22-74 76 4.743 5.249 4.502 7-31-74 80 4.750 5.243 4.498 l

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(DATA SET) l (CRACK WIDTH) SCALE:1/2* = 1'-0" TENDON 26H37 ELEVATION 841' DATA TEMP TEMP SET DATE INSIDE OF OUTSIDE OF reb %RKS 1 6-12-73 81 85 2 1-22-74 76 67 NO NEW CRACKS 3 7-31-74 130 78 ONE NEW CRACK FOUND

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( (CRACK WIDTH) SCALE:1/2* = 1.0" TENDON 26H37 ELEVATION 841' DATA TEMP TEMP SET DATE INSIDE OF OUTSIDE oF REMARKS 1 6-12-73 81 85 l

2 1-22-74 76 67 NO NEW CRACKS 3 7-31-74 130 78 NO NEW CRACKS

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[ DATA TEMP TEMP SET DATE INSIDE cF OUTSIDE OF REMARKS 1 6-12-73 81 85 2 1-22-74 76 67 NO NEW CRACKS 3 7-31-74 130 78 NO NEW CRACKS l

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SCALE: 1"= 1*.oa TENDON 24H76 ELEVATION 906' DATA TFEP TEMP SET DATE INSIDE OF OUTSIDE CF REMARKS 1 6-12-73 81 85 2 1-22-74 76 65 NO NEW CRACKS 3 7-31-74 130 78 NO NEW CRACKS l

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  • ELEVATION 920' DATA TEMP T~MP SET DATE INSIDE OF CUTSIDE F REMARKS 1 6-12-73 81 85 2 1-22-74 76 67 NO NEW CRACKS 3 7-31-74 130 78 NO NEW CRACKS l

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(CRACK WIDTH) SCA LE: 1 " = 1 '.0" TENDON 26H89 ELEVATION 927' DATA TEMP TEMP SET DATE INSIDE OF OUTSIDE OF REMARKS 1 6-12-73 81 85 2 1-22-74 76 67 NO NEW CRACKS 3 7-31-74 130 78 NO NEW CRACKS

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(DATA SET) SCA LE: b " = 1'-0" (CRACK WIDTH, IN.)

TEtOON 12V28 ELEVATION 970' DATA TEMP TdMP SET DATE INSIDE OF OUTSIDE OF REMARKS 1 6-12-73 81 85 NO CRACKS FOUND 2 1-22-74 76 65 NO NZW CRACKS 3 7-31-74 130 78 NO NEW CRACKS

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