山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2012年
27期
85-86
,共2页
基坑%止水帷幕%旋喷注浆%效果
基坑%止水帷幕%鏇噴註漿%效果
기갱%지수유막%선분주장%효과
foundation pit%waterproof curtain%rotary jet grouting%effect
根据某具体工程水文地质条件进行了基坑止水设计分析，在支护桩外围采用了高压喷射注浆法进行止水，详细介绍了具体的施工方案及技术要点，并阐述了相应的质量及安全控制措施，实践证明，该方案设计与施工技术安全可靠，达到了预期效果，值得推广。
根據某具體工程水文地質條件進行瞭基坑止水設計分析，在支護樁外圍採用瞭高壓噴射註漿法進行止水，詳細介紹瞭具體的施工方案及技術要點，併闡述瞭相應的質量及安全控製措施，實踐證明，該方案設計與施工技術安全可靠，達到瞭預期效果，值得推廣。
근거모구체공정수문지질조건진행료기갱지수설계분석，재지호장외위채용료고압분사주장법진행지수，상세개소료구체적시공방안급기술요점，병천술료상응적질량급안전공제조시，실천증명，해방안설계여시공기술안전가고，체도료예기효과，치득추엄。
According to the hydrological conditions of some factual projects, the paper undertakes the analysis of the waterproof design at foundation pits, adopts the high-pressure jet grouting method to have the waterproof at the enclosure of the support piles, introduces the construction schemes and the technical points, illustrates the respective quality and safety control measures, and proves by the practice that the scheme design and the construction technique are safe and reliable and it achieves the expected effect, so it can be further extended.
