【正文】 nt efforts have finished this to design in time in the course of designing, because time is hurried and studies there is insufficient all sorts of in the limited design of knowl edge, everybody sincere makes a ment. [The keyword ]: Aqueduct Trough body arrange the shelf The internal force calculating.畢業(yè)設(shè)計（論文）原創(chuàng)性聲明和使用授權(quán)說明原創(chuàng)性聲明本人鄭重承諾：所呈交的畢業(yè)設(shè)計（論文），是我個人在指導(dǎo)教師的指導(dǎo)下進(jìn)行的研究工作及取得的成果。 Basis stress and stabilizing checking putations of the trough platform. The main principle originally designed is: Through the graduation project , make the knowledge learnt consolidated , expanded and strengthens and systematized, strengthen the ability of using theory knowledge to solve the practical problem at the same time, improve basic technical ability , such as design calculating , drawing of the actual project ,etc., train and set up correct design philosophy, seek truth from facts , study assiduously, benefit from it through one39。 Mound body stress checking putations , making stability of the basis and stress checking putations in the horizontal wind pressure of the mound of the trough 。原文：Design the leaderIs it draw materials on real project letting camp aqueducting to design originally , let camp aqueduct land muddy irrigated area leap building , Iraq of river of east one trunk canal. The muddy irrigated area of land is one of bigger irrigated areas of Henan Province, the irrigated area is in half a mountain areas and mound mountain range areas, crosses over six counties of three areas in Luoyang , Kaifeng , Zhengzhou, the irrigated area of irrigated area is hectares. The whole irrigated area is done the position of three trunk canals by two total trunk canal and the east one , the east, the west, total length , 1134 .32 aqueducts buildings, total length . East one trunk canal plan of irrigated area, in the east one irrigated area more for hills arid area, the hillock depression is alternate in the district, the ground is covered for the red and brown clay and loess, hydrogeology is relatively bad, lack the underground source of water . Let camp aqueduct plan axis long , this section for being getting mauve, getting reddish brown conglomerate insert sand quality clay, the conglomerate position is quartz sandstone , quartzite ,etc., the surface is weathered seriously, protruding and concave and not smooth, the naked eye can see the corrosion, the diameter es in different sizes, there is phenomenon of infiltrating in the hole. Let camp aqueduct larger aqueduct at the east one trunk canal , so to is it concern whole east one trunk canal of planning irrigated areas or not to build up aqueduct this, irrigated area of planning of the muddy irrigated area of the even whole land. Originally designing the rank of the building according to tertiary consideration, it is 80 to design the earthquake intensity. The task originally designed has two items mainly, let geology topographical terms , camp of section according to east one trunk canal , draft two different kinds of leap building pattern of river for the first time, and pare through technological economy, choose economy to be rational from it, safe and reliable feasible scheme。 Second , confirm the physical dimension according to the selected scheme, after instructing the teacher how to approve, calculate the water conservancy and structure. Have proved and proved the joining type U section aqueduct and roof beam type rectangle section aqueduct mainly in scheme, select the roof beam type rectangle section aqueduct finally. Definite conceptual design main to assign while being whole while being including trough body , vertical section design , design , supporting structural design ,etc. , trough of body. The whole aqueduct long 770m, is divided into 49 and stepped, steps 15m each time, design flow 40m3/s, strengthen flow 45m3/s. The slope is 1/1300. The trough is taken as the ordinary armored concrete structure, the rectangle gives up and wears the pull rod , the clear width of trough body, net deep , the side wall thick 20cm, high , thick 40cm of photographic plate , the pull rod is a square section of 10cm10cm, interval 2m. Had concrete mound that water requests adopted the hollow round rectangle section big because of the overhead distance in the main river trough one, amounts to 15, mound body biggest high 32m, by 20 all around: The slope of 1 is expanded downwards. Adopting the single shelf in the beach location, it is the armored concrete structure to arrange the shelf, amounting to 34, the biggest high , is divided into four layers, it is to go to the three storyed interval of centre line of crossbeam, the limb post section is a rectangle section of 50cm70cm, the crossbeam is a rectangle terminal surface of 40cm60cm. Both ends set up the gravity type trough platform in the aqueduct , vertical section for laddershaped section that one side stand upright, whole trough platform high . Originally design the main water conservancy including aqueduct of part calculated to calculate, the trough body is required to match the muscle and calculate in internal force under the operating mode, the stability checking putations under the horizontal wind pressure makes mathematical calculations, resists to split, hoist checking putations。 The internal force that the trough shelf requires the internal force under the operating mode to match muscle calculating , foundation matches the muscle to calculate。s own efforts, work for ones that will suit in the future as soon as possible and study and lay a solid foundation. Because time is shorter the level is limited, what has been unavoidably done in some places is unplete, what has been done is not careful , the persons who hope to read make a ment. If expansion joint , prop up seat mound head for satisfy aqueduct can use design to aqueduct every tiny position safely un der various