In the investigations of remained strength of many reinforced concrete buildings damaged by the war-fire for the purpose of judging their safety as it becomes necessary to clarify remained strength of the fire-damaged concrete, K. Kozaka, investigator of B. R. I., measured remainder ratio of chemically combined water in set-cement and then supposed the strength of the fire-damaged concrete from which the set-cement was taken out, referring curves. prepared by him, showing a relation between the maximum experienced temperature of fire-damaged concrete and the remained water ratio, and also a relation curve between the maximum experienced-temperature and remainder ratio of the concrete which was obtained by S. Takenouchi (investigator of B. R. I.)
However, it takes too much labours and time to apply the above supposing method to every position of structure that I devised another method, applying my theory of fire mentioned above. That is :
(a) At first, surveying dimensions of the room damaged by fire and average height and total breadth of openings, and supposing quantity of combustibles.
(b) Putting these values into the general formulas ((1)-(2) in the original paper written in Japanese), we can suppose theoretically the duration time and fire temperature
g for the position subjected to average fire load, and then, this
g is to be checked and ascertained by that gained from the Kozaka’s method.
(c) Using the values of and
g thus obtained, we can compute the maximum experienced temperature at every depth of the fire damaged concrete members.
(d) From these computed temperatures, we can suppose the remained strength of every parts of the concrete, consequently the remained strength of each member and also that of whole structure.
(e) Though the above method takes less labours, it should be noted that this method cannot be applied to the parts especially severely heated.
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