干舷

基本解释 (translations)

freeboard  ·  topside  ·  upperworks

与干舷相关的网络例句 [注：此内容来源于网络，仅供参考]

Usually the freeboard will be a minimum at amidships and will increase towards the ends.

露天甲板的干舷的数值，贯穿整个船舶长度变化并受到吃水的影响通常，干舷在船中最小往船尾逐渐增加。

Bulwarks or guardrails on the exposed freeboard and superstructure decks and first tier deckhouse deck are to be not less 1.0 m in height above such decks.

例 2：露天干舷甲板以及上层建筑甲板和第一层甲板室甲板的舷墙或栏杆的高度应不小于1.0m 。

What is your freeboard?

你的干舷是多少？

What is your air draft/freeboard?

你船的水面以上高度/干舷是多少？

The minimum calculated freeboard is , and real freeboard of the vessel at 10.40m summer draft is 3818mm.

计算最小干舷为 mm，而本船实取干舷值为3818mm，夏季吃水为10.40m。

The freeboard to the weather deck, for example, will vary along the length of the ship because of the sheer of the deck and will also be affected by the trim,if any.

露天甲板的干舷的数值，贯穿整个船舶长度变化并受到吃水的影响通常，干舷在船中最小往船尾逐渐增加。

This article, based on key technique and different objective conditions in terms of geography and geology, such as soft soils, shallow water, and heavy sludge seen in ChangHong tunnel, presents features of key construction technique in ChangHong Project, such as slope stability and bottom settlement control in dry dock, cracks control and freeboard control technique respectively for element fabrication, pile foundation construction, and piles-tube connection technique, such technique like, sludge cleanup in immersion trench, and element sinking/positioning technique together with element joint (including connection to abutment and final joint).

文章根据沉管隧道工程建设的关键技术和宁波常洪隧道工程土软、水浅、淤重等客观地质地理环境条件，介绍了宁波常洪沉管隧道工程的施工技术特点，如干坞边坡稳定和管底基础变形的控制技术、本体防水混凝土管段制作的裂缝和干舷控制技术、管段江中桩基基础的施工和其与管底连接的技术工艺、管段基槽清淤和沉放定位施工技术，以及管段接头连接（包括与岸边段的连接和最终接头）的施工技术等。

This article, based on key technique and different objective conditions in terms of geography and geology, such as soft soils, shallow water, and heavy sludge seen in ChangHong tunnel, presents features of key construction technique in ChangHong Project, such as slope stability and bottom settlement control in dry dock, cracks control and freeboard control technique respectively for element fabrication, pile foundation construction, and piles-tube connection technique, such technique like, sludge cleanup in immersion trench, and element sinking/positioning technique together with element joint (including connection to abutment and final joint).

本文根据沉管隧道工程建设的关键技术和宁波常洪隧道工程土软、水浅、淤重等客观地质地理环境条件，介绍了沉管隧道工程的施工技术特点，如干坞边坡稳定和管底基础变形的控制技术、本体防水混凝土管段制作的裂缝和干舷控制技术、管段江中桩基基础的施工和其与管底连接的技术工艺、管段基槽清淤和沉放定位施工技术，以及管段接头连接（包括与岸边段的连接和最终接头）的施工技术等。

This article, based on key technique and different objective conditions in terms of geography and geology, such as soft soils, shallow water, and heavy sludge seen in ChangHong tunnel, presents features of key construction technique in ChangHong Project, such as slope stability and bottom settlement control in dry dock, cracks control and freeboard control technique respectively for element fabrication, pile foundation construction, and piles-tube connection technique, such technique like, sludge cleanup in immersion trench, and element sinking/positioning technique together with element joint (including connection to abutment and final joint).

本文根据沉管隧道工程建设的关键技术和宁波常洪隧道工程土软、水浅、淤重等客观地质地理环境条件，介绍了沉管隧道工程的施工技术特点，如干坞边坡稳定和管底基础变形的控制技术、本体防水混凝土管段制作的裂缝和干舷控制技术、管段江中桩基基础的施工和其与管底连接的技术工艺、管段基槽清淤和沉放定位施工技术，以及管段接头连接（包括与岸边段的连接和最终接头）的施工技术等。中国诺宇综合网http：//www.siaaa.com

This article, based on key technique and different objective conditions in terms of geography and geology, such as soft soils, shallow water, and heavy sludge seen in ChangHong tunnel, presents features of key construction technique in ChangHong Project, such as slope stability and bottom settlement control in dry dock, cracks control and freeboard control technique respectively for element fabrication, pile foundation construction, and piles-tube connection technique, such technique like, sludge cleanup in immersion trench, and element sinking/positioning technique together with element joint (including connection to abutment and final joint).

本文根据沉管隧道工程建设的关键技术和宁波常洪隧道工程土软、水浅、淤重等客观地质地理环境条件，介绍了沉管隧道工程的施工技术特点，如干坞边坡稳定和管底基础变形的控制技术、本体防水混凝土管段制作的裂缝和干舷控制技术、管段江中桩基基础的施工和其与管底连接的技术工艺、管段基槽清淤和沉放定位施工技术，以及管段接头连接（包括与岸边段的连接和最终接头）的施工技术等。中国论文联盟http：//www.lwlm.com

与干舷相关的网络解释 [注：此内容来源于网络，仅供参考]

freeboard：干舷

"平均吃水"(mean draught) 指在船首柱及船尾柱上的量度尺所显示的吃水的平均数;"平均干舷"(mean freeboard) 指船舶两舷的干舷的平均数;"干舷"(freeboard) 指在船舯由标记于船舷的甲板线的上缘垂直向下量度至水面的距离.

Summer freeboard：夏季干舷

Summer draught 夏季吃水 | Summer freeboard 夏季干舷 | Supernumerary 额外人员

Summer freeboard：夏日干舷

回归干舷 Tropical freeboard | 夏日干舷 Summer freeboard | 冬天干舷 Winter freeboard

Summer freeboard：夏季干舷 qtm中国学习动力网

Summer draught 夏季吃水 qtm中国学习动力网 | Summer freeboard 夏季干舷 qtm中国学习动力网 | Support ship 辅助船 qtm中国学习动力网

freeboard deck：干舷甲板

附属法例)给予该词的涵义;"部分载重线"(partial load line) 指空船吃水加上空船吃水与最深分舱载重线之间差值的60%;"船长度中点"(mid-length) 指船舶分舱长度的中点;"干舷甲板"(freeboard deck) 具有>(第369章,

freeboard deck：干舷船面

罗经船面 compass deck | 干舷船面 freeboard deck | 分舱船面 subdivision deck

statutory freeboard：法定干舷

1390 定子叶片 stator blade | 1391 法定干舷 statutory freeboard | 1392 碇泊灯 stay light

statutory freeboard：勘定干舷

statutory freeboard 法定干舷 | statutory freeboard 勘定干舷 | statutory inventory 法定属具表

FREEBOARD DECKLING：干舷甲板线

FOREPEAK 前尖舱 | FREEBOARD DECKLING 干舷甲板线 | GANGWAY 舷梯

freeboard deck beam：干舷甲板梁

freeboard computation 干舷计算 | freeboard deck beam 干舷甲板梁 | freeboard deck 干舷甲板