城市建筑
城市建築
성시건축
URBANISM AND ARCHITECTURE
2014年
27期
126-126
,共1页
苗恩新%赵军%常胜敏
苗恩新%趙軍%常勝敏
묘은신%조군%상성민
高边坡%超前立柱桩%预应力锚索
高邊坡%超前立柱樁%預應力錨索
고변파%초전립주장%예응력묘색
high slope%advanced post%priestesses anchor ca-ble
贵阳大营坡棚户区改造项目,拟建F区场地北侧边坡区域高差34.81 m,东侧边坡高差13.21 m。上部采用喷锚支护形式,下部采用超前立柱桩+预应力锚索支护形式。监测结果表明,该形式有效保证了高边坡与周围建筑物的安全。
貴暘大營坡棚戶區改造項目,擬建F區場地北側邊坡區域高差34.81 m,東側邊坡高差13.21 m。上部採用噴錨支護形式,下部採用超前立柱樁+預應力錨索支護形式。鑑測結果錶明,該形式有效保證瞭高邊坡與週圍建築物的安全。
귀양대영파붕호구개조항목,의건F구장지북측변파구역고차34.81 m,동측변파고차13.21 m。상부채용분묘지호형식,하부채용초전립주장+예응력묘색지호형식。감측결과표명,해형식유효보증료고변파여주위건축물적안전。
In the redevelopment project of squat er set lement in Dayingpo region in Guiyang city, builders planned to build F-area of which the altitude difference of northern slope area is of 34.81 m and that of the East is 13.21 m. The upper used sp-raying anchorage supporting form and the lower applied prie-stess’s anchorage cable supporting form and column pile in ad-vance. Monitoring results showed that this form effectively gu-aranteed the safety of the slope and the surrounding buildings.