CAJ | 학술논문

珊溪水库大坝一期面板(108m高程)以下部分的灌浆工作，共完成固结和帷幕灌浆孔973孔，由于任务重、工期紧，为了确保导流洞按期下闸蓄水，在施工过程中，监理人员严格按照规范的设计要求，对灌浆施工全过程进行质量监控，确保了工期和质量。灌浆后经质量检查，平均单位耗灰量固结灌浆为17.86 kg／m，帷幕灌浆为30.01kg／m。各工序孔单位注入率呈规律性递减，减幅规律性递增，符合灌浆规律，整体灌浆效果良好。检查孔压水检查固结灌浆94段、帷幕灌浆214段，全部满足设计要求。
산계수고대패일기면판(108m고정)이하부분적관장공작，공완성고결화유막관장공973공，유우임무중、공기긴，위료학보도류동안기하갑축수，재시공과정중，감리인원엄격안조규범적설계요구，대관장시공전과정진행질량감공，학보료공기화질량。관장후경질량검사，평균단위모회량고결관장위17.86 kg／m，유막관장위30.01kg／m。각공서공단위주입솔정규률성체감，감폭규률성체증，부합관장규률，정체관장효과량호。검사공압수검사고결관장94단、유막관장214단，전부만족설계요구。
The grouting work under stage I concrete face slab of Shanxi reservoir dam finished with 973 consolidation and curtain grouting holes totally. For the heavy task and urgent construction period and in order to block up the diversion tunnel on time for impoundment, the supervision workers, in accordance with design requirement, strictly executed quality control in the whole grouting process and guaranteed the construction period and quality. The average unit cement consumption is 17.86 kg/m for consolidation grouting, and 30.01 kg/m for curtain grouting. The unit grouting ratio for latter construction sequences decreased regularly and the decreasing magnitude increased regularly, complying with grouting law, the overall grouting effect was satisfactory. 94 consolidation grouting sections and 214 curtain grouting sections were checked by water pressure test and all of them met the design requirement.