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挖段
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  excavation section
     Foundation Design in Open Excavation Section between Exhibition Center and Civilian Center of Shenzhen Metro
     深圳地铁会展中心—市民中心区间明挖段基坑设计
短句来源
     Slots of underground continuous walls of the International Commerce Center station and the open excavation section of the south Guolao section of the first stage Shenzhen Subway project must be excavated deeply in very hard rock.
     深圳地铁一期工程国贸站及国老区间南段明挖段地下连续墙槽段开挖,入岩较深且岩层坚硬。
短句来源
     Foundation pit in open excavation section for intersection of Exhibition Center-Civilian Center and Northwest Liaison line serve meantime as tracklaying base for Shenzhen Metro. With 24.4 m in depth, and no internal shoring system allowed to be used, the foundation pit is exposed to weather with tracklaying load ever present for two and half years.
     深圳地铁会展中心—市民中心区间与西北联络线相交处采用明挖法修建,同时明挖段基坑用作深圳地铁的铺轨基地,基坑深度24 4m,不能采用内支撑体系,基坑暴露时间两年半并承受铺轨荷载。
短句来源
  “挖段”译为未确定词的双语例句
     Application of BAC waterproofing membrane in tunnel waterproofing
     BAC防水卷材在暗挖段隧道防水工程中的应用
短句来源
     Numerical Simulation on Embeded Construction of Zhangzizhong Road Station
     张自忠路站主体暗挖段施工过程数值模拟
     Combined with a filled and excavated subgrade construction of section K59+470~K59+630 of Qixia-Laixi Expressway in Shandong Province,a double anchor construction project was put forward.
     结合栖莱高速公路K59+470~K59+630半填半挖段路基建设问题,提出坡间挡土墙“双锚”建造方案。
短句来源
     Construction Technology of Hidden Excavation in the Super Shallow-buried Jiaochangkou Station of Chongqing Light Way
     重庆轻轨较场口车站超浅埋暗挖段施工技术
短句来源
     The simulation of excavation and support on the deep pit of the Yangtze River in south was carried out using the software FLAC3D.
     运用FLAC3D软件对武汉长江过江隧道江南明挖段深基坑进行了开挖与支护模拟。
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  相似匹配句对
     Subsurface excavation technology for the entrance and exit section of Banbei Tunnel
     板背隧道进出口施工技术
短句来源
     Construction Techniques of Tunnel Portal for Excavation in Zhangzizhonglu Subway Station
     张自忠路地铁站暗马头门施工技术
     ON SECTION WEAVE
     论组织
短句来源
     4.The facial segment.
     4.面
短句来源
     CAST-IN-SISU PILE BY EXCAVATION
     孔桩
短句来源
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  excavation section
Evolution of ventilation layout for an excavation section with flexible metal ceilings
      


For the first time in Beijing, the horizontal well is successfully used for water lowering before concealed excavation of heating power tunnel about 310m long below the Shuang yushu district. Within a specially made round shaft, together with two other vertical shafts constructed by the first party, 30 horizontal holes totally about 1500m long were bored. On the one hand, the effect shows ground water has lowered below the site being excavated, and this kind of underground water lowering technology makes...

For the first time in Beijing, the horizontal well is successfully used for water lowering before concealed excavation of heating power tunnel about 310m long below the Shuang yushu district. Within a specially made round shaft, together with two other vertical shafts constructed by the first party, 30 horizontal holes totally about 1500m long were bored. On the one hand, the effect shows ground water has lowered below the site being excavated, and this kind of underground water lowering technology makes great social and economic benefits on the other hand.

在北京地区,我们首次成功地采用水平辐射井技术对双榆树热力隧道暗挖段进行地下降水。利用甲方的两处隧道工作竖井和另制作的一口大直径竖井,共施工水平孔30眼,总长度达1500m,降水控制条带状隧道长度为310m。开挖证实,降水效果显著。在地面以下降低地下水位的该项技术取得了明显的社会和经济效益。

With the background of an underground project in Qingdao,the definitions of construction effect and super-shallow-burial underground engineering and it's characteristics are gives.And the surface displacement,the convergence deformation and the environmental effece of blasting vibration of super-shallow-burial section of the project are analysed.Some good results are obtained.\=

结合青岛某地下工程,在给出超浅埋地下工程的定义和特点以及施工效应定义的基础上,分析了该工程超浅埋暗挖段在施工中地表位移、洞室周边收敛变形及爆破振动对环境影响的特点,得出了一些有益的结论

The multi-section micro-differential-slack controlled blasting technique has been introduced in this paper. This technique was adopted for the surrounding rock excavation at cut and cover tunnelling section of the municipal subway. The rock fly due to blasting, as well as the harmful influences of vibration on the neighbouring traffic trunk lines, underground pipes and cables and the surrounding buildings, were avoided. Furthermore, the blasting parameters for this technique are analyzed and calculated also...

The multi-section micro-differential-slack controlled blasting technique has been introduced in this paper. This technique was adopted for the surrounding rock excavation at cut and cover tunnelling section of the municipal subway. The rock fly due to blasting, as well as the harmful influences of vibration on the neighbouring traffic trunk lines, underground pipes and cables and the surrounding buildings, were avoided. Furthermore, the blasting parameters for this technique are analyzed and calculated also in this paper.

介绍城市地铁明挖段石方开挖采用多段微差松动控制爆破技术,避免爆破飞石、震动对邻近交通干线、地下管线及周围建筑物的不良影响,并对爆破参数进行了分析、计算。

 
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