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typical cross section
Vertaling van "typical cross section" in Chinees
典型断面
标准横断面
典型横断面图
A typical cross section of the cavern is presented in Figure 6 1. In longitudinal direction the cavern will be divided by contraction joints into the following, structurally independent blocks
洞室的典型断面见图6 1。在纵向通过伸缩缝将洞室分成下列单独的区域：
Contact grouting will be needed to fill voids in the tunnel soffit. A typical cross section of the tunnel is presented in Figure 3 4.
隧洞拱腹的空隙用接触灌浆填充。隧洞典型断面见图。
The next figure shows a typical cross section of a double track railway in a straight stretch.
下图显示了复线铁路沿直道的标准横断面。
Typical cross section for single-lane ramp
单车道匝道标准横断面
Figure 3 5: Typical cross section of tailrace tunnel with mostly unreinforced concrete lining.
图3 5：主要为无配筋混凝土衬砌的尾水隧洞典型断面
Figure 3 4: Typical cross section of upstream manifold with steel lining embedded in backfill concrete (left) and downstream manifold with reinforced concrete lining (right)
图3 4：回填混凝土埋置钢衬的上游支管（左）典型断面与钢筋混凝土衬的下游支管（右）的典型断面
Typical cross section for one-way dual-lane highway
单向双车道标准横断面
The non overflow dams seated on both abutments will take the typical cross section of gravity dams.
位于两边坝肩的非溢流坝具有典型的重力坝横截面。
Payment for this item shall be at the scheduled rate for the length of road constructed in \expndtw-5 accordance with the typical cross section in linear metres as measured on site and agreed with the \expndtw-6 Superintendent.
该项目的付款必须以依照典型断面图施工的道路长度预定费率支付，道路长度单位为延米，以现场测定并且与"工程监理"约定的长度为准。
This elevation of the weir crest is only 1 m below the dam crest and would not allow to construct a bridge over the spillway (because of the necessary girders) as it is shown in the typical cross section presented on Album Drawing No. 28 of the 2003 FS.
围堰高程为仅低于坝顶1 m，并且将不允许在泄洪道上方建设桥梁（因为必需采用横梁），如2003 FS 28号图纸册中所示的典型横截面所示。
A prominent example for irregular quantities is the 115 m high RCC dam, for which a typical cross section is presented on Album Drawing No. 28 of the 2003 FS.
工程量偏差一个最明显的例子是115 m高的碾压混凝土坝，2003 FS图集28号图给出了其典型的横截面图示。
Typical cross section drawing (show track relative to deck and clearances)
标准剖面图（显示桥梁每一层的轨道及轨道净空）
A subbase correction layer shall be constructed at locations where the Superintendent has identified the existing pavement thickness as being inadequate or where there is insufficient material to obtain the profile detailed in the Typical Cross Section Drawing and including sections considered unsafe especially on vertical/horizontal curves.
底基层修正层施工必须在"工程监理"认定现有路面厚度不够或材料不够无法获取"典型横断面详图"所示断面的部位进行，其中包含被认为不安全的路段，尤其是垂直转弯、水平转弯路段。
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Resultaten: 15. Exact: 15. Verstreken tijd: 13 ms.
