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bridge construction相关的网络例句

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When arranging the construction progress plan , in accordance with the contract period of the bridge pier, and the hollow plate ,bridge flooring and other,I arrange the flowing Construction,I draw the construction program Bar Graph and network map,then I adjust the construction progress to progress and resources.

安排进度计划时,按照合同工期对墩台,空心板以及桥面铺装等组织了流水作业,并绘制了施工进度计划横道图和网络图,之后从工期和资源两方面对进度计划进行了调整和优化。

In the light of the characteristics of the steel girder structure,construction conditions of the Bridge and natural environment where the Bridge is located,the scientific,economic and reliable construction techniques were formulated and the zero error of closing the steel girder s of the Bridge was achieved just .

根据钢梁的结构、施工条件和自然环境特点,制定科学、经济、可靠的施工技术,在不施加外力的情况下,仅通过调整三向位移实现钢梁合龙的零误差。

Structural matter drops to hit water with fixed rate phut from certain height, inchoate and main the structure that attacks water process in the light of phut is answered begin research, and press mutation of field of force and Xing Bo to wait to study however to entering the underwater after water less, and add with each passing day as large bridge and marine project much, the construction in these projects and the phenomenon that phut of large construction content also appeared to hit water in use process, like Guangdong 9 rivers big bridge is bumped to break down after collapsing, large area bridge floor falls into surface to wait, the meeting such as mutation of field of pressure of the underwater after this kind of phut hits water and Xing Bo is right all round structural products gives birth to certain influence, evaluate this kind of influence to have real project sense to construction and design.

结构物从一定高度落下以一定速度砰击水面,早期主要针对砰击入水过程的结构响应开展探究,而对入水后水下压力场突变和兴波等却探究较少,而随着大型桥梁和海洋工程日渐增多,在这些工程的施工和使用过程中也出现了大型结构物砰击入水的现象,如广东九江大桥被撞垮塌后大面积桥面落入水面等,这种砰击入水后水下压力场突变和兴波等会对四周结构物产生一定影响,评价这种影响对施工和设计具有现实的工程意义。

Through the assimilating and analyzing the construction materials and the design of reinforced concrete arch bridges with long span from both domestic and abroad, the thesis studies the effect of the arch axis geometry, rise-span ratio, arch ring section and spandrel structures, as well as the ultimate bearing capacity and stability of the entire bridge on the design of reinforced concrete arch bridge. In addition, in consideration of construction, the thesis also studies the applicability of different construction methods such as cable crane system, stiffened skeleton system, swing construction system and cantilever construction system and correspoindingly economica spans and their applications of the reinforced concrete arch bridges.

本论文通过对国内外大跨径钢筋混凝土拱桥的设计、施工资料的收集及其出现问题的分析,从设计角度研究了拱轴线形、矢跨比、拱圈截面及拱上构造、全桥极限承载能力及稳定性对钢筋混凝土拱桥设计的影响;从施工角度研究了缆索吊装法、劲性骨架法、转体施工法、悬臂施工法等不同施工方法的钢筋混凝土拱桥的经济适用跨径及其适用条件。

In the construction of highway bridge and railway bridge, square box boltwelding girder steel bridge is commonly used in the construction of steel bridge.

在公路、铁路桥梁建设中,方箱式栓焊梁钢桥梁,是钢桥梁建设中常用的一种桥梁形式。

This paper gives an account of the construction schemes for superstructure of the main bridge of Wuhan Tianxingzhou Changjiang River Rail-cum-Road Bridge,including various techniques having been applied to the pylon construction,steel girder erection,stay cable and deck slab installation,and pylon and steel girder parallel construction.

介绍武汉天兴洲公铁两用长江大桥主桥上部结构施工方案,包括主塔施工、钢梁架设、斜拉索安装、桥面板安装以及塔梁同步施工技术。

The main contents and results of this paper are listed as follows:Based on the finite element analysis software ANSYS establish a bridge of three-dimensional mechanical model of CWR;Based on an actual project,calculate different conditions of three forms of bridge and research the reasonable removal scope of fastener;Research on the allowed lock temperature rail track construction of partial maintenance of range.By analyzing the result obtain the best way to replace the support of a bridge and the range of removal of the bearing and permission of rail temperature of construction.It supports some recommendations for the replacement of city construction maintenance.

本文主要研究内容为:基于有限元分析软件ANSYS建立了桥上无缝线路三维力学模型;依据某实际工程,分析计算了三种桥梁形式在不同顶升工况下的钢轨和扣件受力,研究了扣件的合理拆除范围;对维修后局部钢轨施工锁定轨温的允许范围进行了研究;分析得出了城轨桥梁更换支座施工的最佳顶升方式、扣件拆除范围和允许施工轨温,为城轨桥梁更换支座的施工维修提出了一些建议。

This paper introduces dismantling design and construction of the trestle bridge,and puts emphasis on reinforcement design in dismantling construction of the trestle bridge,dismantling construction gist of road plates of bridge,Bailey beams and steel pipe piles.

栈桥桥面宽8·0m,按双车道设计,顶面设计标高为7·0m。栈桥为多跨连续梁,梁上部结构为单层321贝雷桁架,梁高1·5m;栈桥跨径有12m及15m两种;下部结构采用打入式钢管桩基础,按摩擦桩设计,桩径分800、600mm两种,桩长20~40m。

Since the company has been involved since the establishment of a number of national construction, and Beijing Urban Construction Company, one Zhongjian Bureau construction company involved in the Beijing Asian Games Village construction, and Beijing China Travel Service Building, Jama River building, steel structure building, Motorola Building, Tianjin, Shijiazhuang City, HUAI Deer Jiujiang Yangtze River Bridge electric cable communications engineering, Harbin Sun Island single cable-stayed bridge, Guangzhou OurGame stainless steel works, the Shenzhen municipal air-conditioning pipes, Guangzhou Shipyard, Guangzhou University and other places of the building.

自公司成立以来先后参与了国家的多项建设,与北京城建公司,中建一局等建筑公司参与了北京亚运村的工程建设,以及北京中旅大厦,亚马河大厦,钢结构大楼,天津摩托罗拉大楼,石家庄市怀鹿电场长江九江大桥通信线缆工程,哈尔滨太阳岛单臂斜拉桥,广州市联众不锈钢工程,深圳市政空调管道,广州船厂,广州大学等地的建设。

Combining the construction and monitoring practice of Tanyaogou Bridge, the article emphasizes the construction technology of beam O of cantilever continuous rigid-frame bridge, which provides the guidance for future construction of continuous rigid-frame bridge.

结合炭窑沟大桥的施工及监控实践,重点介绍了悬臂法浇筑的连续刚构桥中0号梁段施工的技术方法,为今后的连续刚构桥的施工起一些借鉴作用。

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