コンクリート工学論文集
Online ISSN : 2186-2745
Print ISSN : 1340-4733
ISSN-L : 1340-4733
橋脚の耐震補強 (鋼板巻立て) におけるセメント系充填材の評価
樅山 好幸井ヶ瀬 良則薄井 王尚宮川 豊章
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2002 年 13 巻 2 号 p. 47-56

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This paper describes the results of an experiment and the estimation of applied cement grout materials on the seismic retrofitting construction of reinforced concrete piers, where epoxy resin is generally used as an injection material. As a result, the value of compressive strength, unit weight, etc. shows no significant difference between heights, and it is stronger than that of normal concrete piers. In the two methods of construction, injection methods and dropping down, there is no difference in performance, therefore it is found out that the cheap method of dropping down is economically favorable.
Cement grout materials are heavier than epoxy resin materials. Therefore, in the construction of cement grout materials, it is necessary to take notice of the stress in steel casing. However, it is possible to use less than allowable stress by evaluating the performance of the anchor bolts and arrangement suitably.

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