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tie beam相关的网络例句

查询词典 tie beam

与 tie beam 相关的网络例句 [注:此内容来源于网络,仅供参考]

For the features of force on the full steel heterotypical arch bridge ,an easy and appropriate method is proposed for installation of the hanger rod by jacking the tie beam.

针对全钢异型拱桥的受力特点,提出一种简单适用的顶系梁安装吊杆的施工方法。

He nailed the rafters together with a tie beam.

这儿需要加两根系梁。

The two kinds of trial designs can reduce about 30% weight of tie beam, and the corrugated steel webs tie beam needs littler steel and has more advantages.

与原桥相比,两种试设计方案的系梁自重可减轻近30%,但波形钢腹板组合系梁方案的钢材用量较平钢腹板组合系梁方案少,更具优势。

According to possible problems in design of multi-pillar pile cap, tension pile ,tie beam,which are all related with pile cap,proper design method is discussed based on author s experience.

针对多柱联合桩承台、抗拔桩及承台、承台间联系梁设计中可能出现的问题,结合个人经验探讨了合理设计方法,并得出在进行抗拨桩的设计时,应特别注意桩与桩之间、桩与承台之间的连接;在联系梁设计中,应根据地质情况和梁跨度,合理选择计算方法的结论。

Together with a tie beam.

这儿需要加两根系梁。

The finite element analysis shows that the two kinds of trial designs meet demand.(3) Compared the static behavior of three kinds of designs with each other, the results show that using the steel web concrete combined box tie beam can reduce the structure internal force and is beneficial to structure stability.

采用波形钢腹板组合系梁和平钢腹板组合系梁进行了钢管混凝土拱梁组合桥的试设计,并进行对其有限元分析,结果表明两种试设计方案均满足受力性能要求。

Meanwhile it illustrates by example the cross section , size, distribution bar of the transfer column and the length, structure distance of the tie beam do not treat evenly pressure to the transfer column end.

同时举例说明传力柱横截面的尺寸、配筋及横向联系梁的长度、间距。

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。

The company's main business areas: 1, cylinder, square cylinder, cone-shaped mound, hollow pier, abutment, guard-rails, tie beam, beam cap, hollow beam, box girder, T girder bridge templates and other design and processing.

1,圆柱、方柱、锥形墩、空心墩、桥台、护栏、系梁、盖梁、空心梁、箱梁、T形梁等各种桥梁模板的设计与加工。

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