中国港湾建设
中國港灣建設
중국항만건설
CHINA HARBOUR ENGINEERING
2014年
8期
47-49
,共3页
阮学成%徐加峰%郭云飞%张志波%杨东林
阮學成%徐加峰%郭雲飛%張誌波%楊東林
원학성%서가봉%곽운비%장지파%양동림
深水航道%生态联锁块排%干硬性混凝土%预制
深水航道%生態聯鎖塊排%榦硬性混凝土%預製
심수항도%생태련쇄괴배%간경성혼응토%예제
deep channel%eco-interlocking block-mattress%dry concrete%precasting
长江南京以下12.5 m深水航道建设一期工程通州沙域标段T11+650-T12+685段,滩面高程-0.5~1.0 m之间,在该区域存在1块面积约为100万m2的滩面区,作为生态排试验段。生态联锁块排采用土工格栅铺底,上面铺设混凝土十字块的结构形式。采用干硬性混凝土压制生态排十字联锁块,预制工艺成熟,预制速度快,混凝土块体质量好,生态排取得良好的护滩与生态保护效果。
長江南京以下12.5 m深水航道建設一期工程通州沙域標段T11+650-T12+685段,灘麵高程-0.5~1.0 m之間,在該區域存在1塊麵積約為100萬m2的灘麵區,作為生態排試驗段。生態聯鎖塊排採用土工格柵鋪底,上麵鋪設混凝土十字塊的結構形式。採用榦硬性混凝土壓製生態排十字聯鎖塊,預製工藝成熟,預製速度快,混凝土塊體質量好,生態排取得良好的護灘與生態保護效果。
장강남경이하12.5 m심수항도건설일기공정통주사역표단T11+650-T12+685단,탄면고정-0.5~1.0 m지간,재해구역존재1괴면적약위100만m2적탄면구,작위생태배시험단。생태련쇄괴배채용토공격책포저,상면포설혼응토십자괴적결구형식。채용간경성혼응토압제생태배십자련쇄괴,예제공예성숙,예제속도쾌,혼응토괴체질량호,생태배취득량호적호탄여생태보호효과。
From T11+650 to T12+685 of the second Tongzhousha section of phaseIproject of 12.5 m deep-water navigation channel from Nanjing in the Yangtze River, the beach elevation is between-0.5 and 1.0 m. This area had about 1 000 000 m2 of beach face, which was used as a test section of ecological mattress. The eco-interlocking block- mattress mainly uses the geogrid for bed, and the concrete cross block is paved above it. The hard concrete is used for pressing into the cross block of eco-interlocking block-mattress, the precast technology is mature, the precast speed is quick, the concrete blocks have good quality, and the ecological mattress can obtain good beach protection and ecological protection.