中学教学楼土木工程结构方向毕业论文计算书.doc

摘 要 本建筑为中学教学楼，建筑面积为4711.5，位于潞西县主干道的西北角，耐久年限为50年，结构按8度设防设计，结构类型为框架结构，墙体为空心粘土砌块。 本建筑分区比较合理，采光较好。建筑各层层高均为3.6m,建筑总高19.65m，屋面为上人屋面，女儿墙高1.2m，该建筑正门设在东面，东、南面各设一个辅助出口；该建筑共设有四部楼梯，满足疏散人流的要求。 在框架结构计算时，按底部剪力法计算水平地震荷载作用下大小ABSTRACT This building is the teaching building of the some high school,, building area for 4711 m2s, locate the some city northwest of the main trunk highway, the enduring time limit is 50 years, the structure presses 8 degrees to establish to defend the design, the structure type is the frame structure, the wall body for add to annoy the concrete piece. This building divide the area more reasonable, adopt the light better.Construct the pillar net size is 2.4 ms and 6 mses lengthways, the floor is rest for 3.6 m each built-up high all construct the total and high 19.65 ms for the 3.6 ms, the house face for not last persons house face, the high 1.2 ms of parapet should construct the center door to establish to face in the south, the east, west face each establish an assistance exit;Should construct to establish four stairses totally, satisfy the request that disperse persons flow. At the frame structure compute, the breeze lotus carries to adopt the D value method calculation, the adoption curved allotment method carries on the allotment to the frame, carrying on the rate to the curved of the beam in compute process, carrying on to fold to reduce to the stalk dint of the pillar.Combine inside the dint, foundation the design all adopts the pkpm to carry on the design calculation.Put to the wall body appear in the building all and directly on the beam, the wall, the knothole weight passes the beam, the beam passes again the pillar, spreading the dint route explicit.The anti- earthquake grade of the structure can according to factor, the frames structures, such as structure type, earthquake intensity and the house height...etc., height30 ms, an anti- earthquake establishes to defend the earthquake intensity as 8 degrees LUxi state region, so that frame shak