Chinese translation for "筏基"

buoyant foundation
buoyant raft
foundation mat
foundation on raft
mat foundation
raft foundation

Related Translations:

筏:  名词(筏子) raft 短语和例子竹筏 bamboo raft; 木筏 wooden raft; 橡皮筏 pneumatic raft

筏荷:  raft load

充气筏:  an inflatable dinghyfloat

冰筏:  ice rafting

板筏:  apron raftitakada

筏基础:  raft foundation

筏运:  rafting

帆筏:  sailing raft

平筏:  flat raft

卵筏:  egg raftraft

Example Sentences:

	1.	A pre - processor for the design of raft foundations in a network 网络环境下的筏基前处理程序
	2.	Spline element - free method for analysis of floating plates on vrasov foundation 符拉索夫地基上筏基分析的样条无单元法
	3.	Subsoil ; analysis of contact pressure distribution under raft foundations ; explanations and examples of analysis 地基.在筏基下接触压力分配的分析.说明和分析示例
	4.	And in the paper , the optimized design proposals of raft foundation and pile - raft foundation are presented , which can make the raft become thinner and the cost of foundation can decreases much more 本文对筏形基础提出了“外弱内强”的地基方案，对桩筏基础提出了“外弱内强”的布桩方式，从理论上这两种方法可以使筏基达到优化设计的目标，直接结果使筏板可以大大减薄，降低基础造价。
	5.	Owning to lack of research on properties of thick - raft foundation , the appropriate designing principles and calculation methods are lacked in engineering field . instead the traditional design methods that lack accuracy are used in designing thick - raft foundation . it usually results in too thick raft , and makes the cost of foundation very high 由于工程界中对于厚筏基础缺少研究，不了解其具体的受力特性，在厚筏基础设计方面缺乏成熟的设计理论和计算方法，厚筏基础仍按常规筏基的设计方法进行设计，往往造成筏板过厚，使基础造价过高，产生很大的浪费。
	6.	Considering the stiffened plate as a composite system of grillage beams and slab , the superstructure as an equivalent rigidity plate , a semi - analytical and semi - numerical method , which makes use of compatible analysis of force and displacement among beams and slabs and columns and ground , is developed to analyze interaction between stiffened raft foundation and subsoil considering the rigidity of superstructure 摘要将弹性地基上的梁板式矩形筏基视为十字交叉梁与平板组合体系，上部结构刚度简化为等效刚度板，采用半数值、半解析方法，通过梁、板、柱以及地基之间力与位移平衡协调分析，可得到考虑上部结构刚度时梁板式筏基写地基共同作用的半数值、平解析解。
	7.	For the first time , based on frame structure with large thick raft plinth and many engineering examples , analytic method of interaction that means the analysis on three parts above as a whole with a full consideration of interaction thereof that met the need of the deformation correspond on the boundary was used to research on the interaction of structure and groundsill in this paper . and five models were adopted , which were : ( 1 ) a tube with symmetrical double - axis structure and symmetrical loads , ( 2 ) two tubes with symmetrical double - axis structure and symmetrical loads , and ( 3 ) a tube with symmetrical single - axis structure and symmetrical loads , and ( 4 ) two tubes with symmetrical double - axis structure and unsymmetrical loads , and ( 5 ) two tubes with unsymmetrical structure and loads . based on the middle - thick slab theory from mindli and the model for groundsill from winkle , the deformation character of raft foundation and the distributing rule for resisting force of fundus were studied in details by using b ig - style fem ( finite element member ) software , ansys 本文结合了大量的工程实例，以大底盘框架厚筏结构形式为研究对象，针对单个和多个塔楼布置于同一个大底盘框架厚筏基上的复杂结构体系，分( 1 )一个塔楼：结构布置双轴对称，荷载对称的情况； ( 2 )两个塔楼：结构布置双轴对称，荷载对称的情况； ( 3 )一个塔楼：结构布置单轴对称，荷载对称的情? ； ( 4 )两个塔楼：结构布置双轴对称，荷载不对称的情况； ( 5 )两个塔楼：结构布置和荷载均不对称的情况等五种组合情况，全面系统地探讨了上部结构?基础?地基相互作用的大跨度基础、基础板变形特征及其基底反力的分布规律。
	8.	Secondly , this paper made some theoretic researches on its engineering classfication and applicable scope for this technology ; then combining with project example , this paper carried out scheme design for this technology , and compared some different kinds of underpinning scheme and node and structure design , and put forward the method of " reinforcce steel bar through column " to build pile cap beam , " resistant bend and shear anchored reinforce steel bar " to strengthen column consolidation effect , and the method of " steel plate hoop " to build reinforcing bar connection of the foundation beam , etc . in the process of the consturction scheme research and implement , this paper synthetically elaborated the organizaton for project construction , put forward the construction technical measure of specific aim on the artificial pile , and pile cap beam , and underground adding layer and structure stabilization , and overall structure stabilization and so on . for this project , adopt reinforcing bar concrete to brace hole wall to ensure the safety of engineering in the artificial pile construction , use flexible connection catch to make the cage hoisting easier to simplify the construction process , use the method of earthwork statified symmetrical balance in the process of underground adding layer excavation 本文首先对于基础托换与结构加固技术的目的和意义、国内外发展状况进行了综合阐述；其次对该项技术工程分类及适应范围进行了理论上的分析研究；然后结合工程实例对该项技术进行了方案设计，对比几种不同的托换方案和节点及构造设计，提出了“通筋穿柱法”做承台梁， “抗弯抗剪锚筋法”强化柱加固效果， “钢板箍法”做地基梁钢筋连接点等多项技术；在施工方案的研究和实施过程中，对于工程施工组织进行综合阐述，并就人工挖孔桩、承台梁、地下加层及结构加固、整体结构稳定等专项施工方案提出有针对性的施工技术措施，人工挖孔桩施工采用钢筋砼护壁确保挖孔桩的安全成型，使用柔性连接钩进行钢筋笼吊装简化施工工序；承台梁施工采用梁主筋横穿柱身化学胶锚固等；地下加层综合施工技术采用土方分层对称平衡开挖，分段挖土做筏基结构自稳等；最后对于该工程实施后的效果分析，说明该项综合施工技术的可行性。

Similar Words：

"筏道末端挡板" Chinese translation, "筏道闸门" Chinese translation, "筏灯" Chinese translation, "筏荷" Chinese translation, "筏横先靠堰的水道" Chinese translation, "筏基坝" Chinese translation, "筏基础" Chinese translation, "筏基结构" Chinese translation, "筏井" Chinese translation, "筏流" Chinese translation