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spar deck相关的网络例句

查询词典 spar deck

与 spar deck 相关的网络例句 [注:此内容来源于网络,仅供参考]

The method according to claim 6, for manufacturing a blade wherein a part external to the shell comprises a blade rooting part having at least one attachment bar, in which an end portion for linkage to a hub of said rotor is fitted with a laminate attachment, also comprising thermoplastic composite, and extending said at least one spar bar housed in the shell, the method further comprising the step of producing the elementary piece comprising the at least one spar by producing each attachment bar and the spar bar in the form of a strip of continuous and unidirectional reinforcing fibres which are agglomerated by said thermoplastic matrix, obtained by pultrusion at a melting temperature of the matrix, of several plies of continuous and unidirectional fibres which are agglomerated by said matrix, and, if said rooting part comprises at least two attachment bars, each one of which respectively extends one spar bar, in superimposing parts of corresponding strips forming the spar part housed in the shell, with interposition of at least one ply of continuous and unidirectional fibres which are agglomerated by said matrix between the adjacent superimposed strip parts, and fitting a removable tool, in the shape of a wedge, between parts held spaced from each other of two neighbouring strips, to form two attachment bars of the rooting part, then arranging the strips in a mould, and inserting each linkage end portion of a pultruded strip between two laminate elements of the attachment, to superimpose all the laminate elements of the attachment, closing the mould and compacting its contents under pressure and at a melting temperature of said thermoplastic matrix, and solidifying the matrix by cooling to rigidify the spar thus obtained with the laminate attachment solidly attached to its rooting part.

该方法根据索赔六,制造业刀片其中的一部分,罐壳外部包括一个叶片生根的一部分,拥有至少一个实习酒吧,在其中一结束部分为联系枢纽的说,转子是带有附件的层压板,也包括热塑性复合材料,并延长说,至少有一石酒吧住在蚬壳公司,进一步组成的方法步骤,生产初级一块组成的至少有一个SPAR公司生产每个附件的酒吧和酒吧在SPAR公司的形式,带不断加强和单向纤维是由烧结说,热塑性矩阵,得到的拉挤在熔化温度矩阵,数层的连续和单向纤维是由烧结说,矩阵,如果说,生根部分组成,至少有两个实习酒吧,每个人都分别延长一石酒吧,在叠加部分,相应的带形成的SPAR公司的一部分,居住在蚬壳公司,与干预的至少有一单层连续和单向纤维是由烧结说,矩阵之间的毗邻叠加条形零件,及装修一个可移动的工具,在形状,离间,部分之间举行的间隔从对方的两个邻国带,形成两个附件酒吧的生根部分,然后安排带在一个模具,并插入每个联系年底部分一拉挤带之间的二板的要素扣押,叠加所有层压板的要素扣押,关闭模具和压缩其内容的压力下和在熔化温度说,热塑性矩阵,并巩固矩阵冷却 rigidify该SPAR公司,从而获得与层压板的附着牢固重视其生根的一部分。

This shows three different deck levels, poop deck, quarter deck, and the lower deck which is the spar deck, it would be 42' wide.

照片显示了三个不同层面的甲板,船尾楼甲板,艉甲板和下甲板,它有42呎宽。

The results show that, with the same steel consumption, the longitudinal and transverse girder deck scheme is a little better in stiffness, dynamic characteristics and stability than those of the other scheme's. For the dense transverse girder deck scheme, because of no longitudinal beams, the axial forces of the tie beam and the deck slab are higher than those of the other scheme's. The improving rate of the axial force for the deck slab is about 50%. The inside and outside bending moments of the cross beams reduce to below half of the other scheme's. The longitudinal stress of the deck slab is higher on the whole and the traverse stress is less than that of the other scheme's. The maximum traverse stress of the deck slab is below 40% of the other scheme's.

研究结果表明:在材料用量相同时,纵横梁方案桥梁刚度较密布横梁方案的桥梁刚度稍大,桥梁动力特性比后者的优,其稳定性也比后者的强;对于密布横梁方案,由于不设纵梁,系梁和混凝土板承受的纵向力都较纵横梁方案的大,混凝土板增幅达50%左右,横梁面内和面外弯矩则明显减小,都低于纵横梁方案的一半,混凝土板顺桥向应力整体比纵横梁方案的高,而横桥向应力则较低,最大值低于纵横梁方案的40%。

The ratio of the vertical load distributed between the arch rib and the tie beam of the two schemes is the same. For the integral girder deck scheme, the longitudinal beams and the deck slab of endure more axial force compared to the ballast girder deck scheme, especially to the deck slab with a conspicuous increase of the axial force and higher stress, and the tie beam endure less. The force-bearing characteristics of the cross beams under the integral girder deck scheme is obviously better than that of the ballast girder deck scheme, especially at the two ends of each cross beam.

在受力上,与道碴板桥面方案相比,整体桥面方案竖向荷载在拱肋和系梁之间的分配基本相同,混凝土板和纵梁分担的纵向力则相对更大,尤其是混凝土板,增幅较明显,应力水平整体较高,系梁分担的纵向力则得到减小,横梁的受力状况整体桥面方案明显优于道碴板桥面方案,特别是在梁端处。

Basing on the statistic datum existed of bridge deck pavements, analyze the main failure modes and its main causes to damage on different styles of bridge, at the same time, through the big calculation software ,establish the space models to simulate the course of mechanics of bridge deck pavements, analyze the main factors which affect the bridge deck pavement"s mechanics and the relations between them; according to the atmospheric circulation circumstances of bridge deck pavements, take the statistic datum of using life of prefabricated T-beam、box girders and casting girder in region of HUA-NAN as examples to returning analysis ,establishing the life prediction model of this style bridges; associating "the Method of Estimating to Life Cycle Costing,bring forward this method to take a evaluation of economy on bridge deck pavements, insure the life cycle costing reasonable; giving some tactics on the design of bridge deck pavements.

以既有桥梁的桥面铺装层使用现状统计资料为基础,分析了各种类型桥面铺装层的主要破坏形式及其主要损伤原因,同时利用结构分析软件,对桥面铺装层建立空间模型模拟其受力作用过程,分析影响桥面铺装层受力大小的主要因素以及各因素与铺装层受力大小之间的关系;按照桥面铺装层所处环境的不同,以华南地区预制T、箱梁和现浇梁的桥面铺装层正常使用寿命统计数据为例,通过回归分析建立该类型桥面铺装层的正常使用寿命预测模型;利用寿命周期费用评价方法,对特定铺装层的设计方案某一参数的变化所带来的经济效益进行评价;给出桥面铺装层设计构造建议。

Blade according to claim 1, characterised in that the spar is divided into two bundles (10a, 10b), spaced apart from one another in the shell (4), extending longitudinally on either side of the axis of change of blade pitch, and coacting with the suction face covering (4b) and the pressure face covering (4a) forming a triple torsion box, the filling being constituted by three filling bodies one of which (12b) is arranged between the two bundles (10a, 10b) of the spar and between the pressure face covering (4a) and the suction face covering (4b) of the shell, a second one of which (12a) is a leading edge filling body, housed at the (12c) is a trailing edge filling body, housed at the rear of the rear bundle (10b) of the spar.

刀片根据权利要求1 ,特色是在说, SPAR公司是分为两束( 10 A条, 10 B条),间隔,除了从一个另一个在蚬壳( 4 ),纵向延伸的两旁轴改变叶片间距,和coacting与吸力面对包括( 4B )条和压力,面对包括( 4A )就形成了三重扭转框中,填补被所构成的三充填机构的其中之一( 12 B条)是安排两国之间的捆绑( 10 A条, 10 B条)该SPAR公司之间的压力,面对包括( 4A )条和吸力面对包括( 4B )条的壳,第二个其中( 12 )是一家领先的优势,充填体,住在( 12 C )是一种缘加油站机构,安置在车尾后方束( 10 B条)的SPAR公司。

Blade according to claim 1, characterised in that the portion of the spar received in the shell (44) is a single longitudinal bundle (50), solid and substantially flat, connecting to one another the pressure and suction face coverings that each comprise an outer skin (4a, 4b) internally reinforced, from the leading edge (45) and to a point beyond the spar (50), in the direction of the trailing edge (46), by a sole (53a, 53b) for rigidifying the blade in flapping, each sole being laminated and constituted by longitudinal mats or sheets of unidirectional fibres of carbon agglomerated by a polymerised synthetic impregnation resin ensuring the connection by adherence of the pressure and suction face surfaces of the spar (50) directly to the inner faces of the corresponding soles (53a, 53b).

刀片根据权利要求1 ,特色是在该部分的SPAR公司收到的蚬壳( 44 )是一个单纵束( 50 ),固体和大幅的单位,连接到另一个的压力和吸力面对覆盖,每个包括一外皮肤(第4 A , 4b )的内部钢筋,从领导力( 45岁)和一个点,超越了SPAR公司( 50 ),在方向,尾随的优势( 46分),由一个唯一的( 53A条, 53b ) rigidifying刀片在扑,每个唯一被叠层和所构成的纵向垫或床单单向碳纤维烧结由polymerised合成树脂浸渍确保连接坚持的压力和吸力面对表面的SPAR公司( 50 )直接向党内的脸相应的鞋底( 53A条, 53b )。

When making design with bridge configuration, bridge deck overlay which was only treated as the appendant of bridge, currently not make special calculate and analyze about it, at the same time, current codes also just give directed account for method、material and thickness of deck pavements, there havent any design theory and index to dependent, so it is necessary to do some systemic study about concrete bridge deck overlay and make certain about the stress and distortion characteristic of the deck pavements.

桥面铺装作为特殊的路面结构,它起着保护桥梁和承担路面功能的作用。但是目前,在进行桥梁结构设计时,桥面铺装层只是作为桥梁工程的附属结构,一般不作专门的计算分析,现行规范也只是对桥面铺装的做法、材料、厚度做了指导性的说明,至今没有可以依据的设计理论和指标,因此有必要对桥面铺装展开系统的研究,明确铺装层结构的受力和变形特点。

Bulwarks shall be set on the upper deck, forecastle deck, navigation deck and compass deck as general arrangement plan according to the Builder's standard and practice..

依照总布置图所示和造船方的标准和惯例在艏楼甲板、驾驶甲板,罗经甲板上设置舷墙。

Others 其他 Bulwarks shall be set on the upper deck, forecastle deck, navigation deck and compass deck as general arrangement plan according to the Builder's standard and practice..

依照总布置图所示和造船方的标准和惯例在艏楼甲板、驾驶甲板,罗经甲板上设置舷墙。

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推荐网络例句

The father that if work,mad father, love annoys, disposition is too indrawn the be short ofing that the father of Mu Ne, resign oneself to adversity causes father easily to love is broken; Communicate time effectively between father and son, Mu Zizhi to be less than a hour on average to wait a moment every week, it is the cause that causes the child to become addiction.

如工作狂的父亲、爱愤怒的父亲、性格过于内向木讷、逆来顺受的父亲都易造成父爱的缺失;父子、母子之间的有效沟通时间每周平均小于一小时等等,都是造成孩子成瘾的原因。

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这是野蛮的证据,他们来到了锁机制。

It indicated that ethanol could damage spermatogenesis in mice.

说明乙醇对小鼠的精子生成有一定损害作用。