闸室

蒙特卡罗法在水闸闸室可靠度分析中的应用

Application of Monte-Carlo Method in Reliability Analysis against Sliding for Gate Lock Chamber

三峡永久船闸北线四闸室结构缝防渗处理

Anti-seepage treatment on structural joints in the fourth lock chamber northern in TGP

闸室编排可以用二维Packing模型来描述，是一个典型NP完全问题。

The arranging and scheduling of lock chambers is described with a mathematical model of tow-dimension Packing problem , which is a typical NP totality problem .

结果表明：补水后第二闸室充水时间不大于12min，船队缆绳拉力在允许值内，即9×1000t船队的横向系缆力小于30kN，纵向系缆力小于50kN。

The results show that the filling time is not over 12 min , and the mooring forces are less than allowable values .

由于船舶需要编排到船闸之中，根据时间表序列对二维空间（船闸闸室）进行排档（排档结果包括船舶在船闸内的位置信息），即空间上的binpacking问题。

The ship needs to be arranged into the two-dimensional space ( arrange ships ) in accordance with the timetable of the sequence ( the arrangement answer includes the location information of the ships in the ship lock ), that is , a bin packing problem from space aspect .

船闸工程闸室侧墙裂缝分析与处理

Analysis and Treatment of Cracks in Shiplock ′ s Chamber Wall

用三维样条边界无法分析水闸闸室结构。

We analyse the sluice chamber by3-D spline boundary element method .

某船闸闸室结构裂缝成因及加固效果分析

Cause of Cracking and Effect of Reinforcement of a Lock Bay

昭平船闸框架式闸室结构设计

Structural designing of the framed lock room of Zhaoping ship lock

没有这两个闸室，就不能为冲程中点起平衡作用。

Without this the two chambers would balance out in mid-stroke .

闸室及基础渗漏成因分析与处理

Analysis and disposal of seeping of sluice chamber & foundation

预应力管桩在溢洪道闸室基础处理中的应用

Application of Prestressed Piles in Foundation Treatment of Spillway Gate-Bay

天津港复线船闸船舶在闸室的停泊条件分析

Berthing Conditions in Chamber of the Second Ship Lock of Tianjin Port

闸室结构静动力分析及上部框架优化设计

Static and Dynamic Analysis on Sluice and Optimum Design of Upper Frame

单孔水闸闸室结构布置图绘图系统

The Autoexec Drawing System of the Structural Arrangement on Single Sluice Chamber

软土地区上锚下撑船闸闸室变形研究

Chamber deformation of up-anchored and down-supported ship locks on soft soil foundation

利用预应力土锚加固前倾的闸室墙

Consolidating Forward Leaning Chamber Wall with Prestressed Soil Anchor

锚索布置是预应力闸室设计的关键所在。

Anchor rope distribution is the key point in prestressed floodgate room design .

船闸闸室钢板保护工程中的监控措施和对策

Monitoring Measure and Countermeasure in Steel Slab Protection Project of Ship Lock Room

刚性桩复合地基上双铰底板式闸室的三维数值分析

3-D Numerical Analysis of Navigation Lock Structure on Composite Foundation with Rigid Pile

高水头船闸闸室明沟消能效果及机理分析

Energy dissipation effect and mechanism of open ditch energy dissipater in high-head lock

闸室船舶组合优化动态模型

Dynamic optimization model for ship combination in lock chambers

危房附近溢洪道闸室的拆爆振动效应分析

Analysis of vibrating effect of blasting demolition of spillway lock chamber near dilapidated house

船闸闸室墙结构土层锚杆极限承载力试验

Test on Limiting Bearing Capacity of Soil Layer Anchor Rod of Lock Chamber Structure

水工弧门横梁支承式闸室的力学特性

Some Mechanical Characteristics of Chambers With Support Beam for Radial Gates in Hydraulic Projects

水闸微机监控系统闸室沉井沉放施工技术

Construction Method of Sunk Shaft of Lock Chamber

水闸闸室结构三维样条边界元分析

3-D Spline Boundary Element Method for Sluice Analysis

随机变量不同分布下的闸室稳定可靠度

The Reliability Against Sliding Stability of Gate Chamber with Random Variables of Different Distribution

闸室段与消力池间设渐扩斜坡段；

Sluice chamber to stilling basin diffusion slope ;

但以往对横梁式闸室的力学特性研究得较少。

However , the mechanical characteristics of chambers with support beams have not been well-studied .