摘 要

　　　本工程是太原市辦公樓。為多層鋼筋混凝土框架結(jié)構(gòu)。共六層，層高均為3.6米。建筑物總高度為21.6米。

　　　該計(jì)算書(shū)主要包括:框架結(jié)構(gòu)設(shè)計(jì)任務(wù)書(shū)、框架結(jié)構(gòu)設(shè)計(jì)計(jì)算部分（橫向水平荷載作用下的框架結(jié)構(gòu)的內(nèi)力和側(cè)移計(jì)算、豎向荷載作用下框架結(jié)構(gòu)的內(nèi)力計(jì)算、截面尺寸設(shè)計(jì)）。設(shè)計(jì)主體是六層框架結(jié)構(gòu)，選擇一榀框架計(jì)算，框架結(jié)構(gòu)的計(jì)算部分包括：梁板柱尺寸的初步確定、重力荷載標(biāo)準(zhǔn)值的計(jì)算。橫向框架側(cè)移剛度的計(jì)算、水平地震力作用下的內(nèi)力計(jì)算與側(cè)移計(jì)算，豎向荷載作用下的框架內(nèi)力計(jì)算，主要包括恒荷載和活荷載作用下的內(nèi)力計(jì)算，內(nèi)力組合主要是水平地震作用、恒荷載作用、活荷載作用、雪荷載作用、之間的組合，截面設(shè)計(jì)包括梁的截面設(shè)計(jì)和柱的截面設(shè)計(jì)，梁的截面設(shè)計(jì)包括正截面驗(yàn)算和斜截面驗(yàn)算，柱的截面設(shè)計(jì)包括軸壓比的驗(yàn)算和正截面驗(yàn)算和斜截面驗(yàn)算和結(jié)點(diǎn)設(shè)計(jì)。板的設(shè)計(jì)采用的是雙向板?；A(chǔ)設(shè)計(jì)包括荷載計(jì)算，基礎(chǔ)配筋計(jì)算。樓梯設(shè)計(jì)包括梯段設(shè)計(jì)、平臺(tái)梁設(shè)計(jì)、平臺(tái)板設(shè)計(jì)、樓梯的配筋計(jì)算。

　　　施工部分主要包括施工方法的選擇；主要分部工程施工方法及措施；質(zhì)量保證措施；以及冬季，雨期施工措施。

　　　

　　　

　　　

　　　

　　　

Abstract

　　　　　This is Some side colliery colligate building. It is a multi-layer reinforced concrete frame. It has six stories, the height of the second storey is 4.5 meters, and the height of other stories are all 4 meters. The height of the whole building is 24.5 meters.

　　　　This account book mainly includes:the graduation project project description, the portal frame construction computation part, （under the crosswise horizontal load function portal frame construction endogenic force and the side move under the computation, the vertical load function the portal frame construction endogenic force computation, the section size design）. The design main body is six portal frame constructions, chooses a pin frame computation, the portal frame construction computation part includes: Liang plate column size preliminary determination, gravity load normal value computation. The crosswise frame side moves under the rigidity computation, the horizontal seismic force function endogenic force computation and the side moves the computation under the function the side to move the checking calculation, under the vertical load function frame endogenic force computation, mainly includes under the permanent load and the live load function endogenic force computation, the endogenic force combination mainly is between the horizontal earthquake function, the permanent load function, the live load function, the section design including Liang's section design and the column section design, Liang's section design including the right section checking calculation and the oblique section checking calculation, the column section design presses the ratio including the axis the checking calculation and the right section checking calculation and the oblique section checking calculation and the point design. The board design uses is the bidirectional board. The foundation design including the load computation, the foundation matches the muscle computation. The staircase design including the carriage design, platform Liang designs, the even platen design, the staircase matches the muscle computation.

　　　　Construction part includes the major branch project method and measure and option of construction mainly , quality guarantee measure, as well as the winter construction measure of rainy season.

目  錄

摘要

結(jié) 構(gòu) 設(shè) 計(jì) 部 分

一 工程概況 ……………………………………………………………………………

二 樓蓋設(shè)計(jì) ……………………………………………………………………………

三 地震作用內(nèi)力計(jì)算 …………………………………………………………………

（一）重力荷載代表值計(jì)算……………………………………………………………

（二）水平地震作用計(jì)算………………………………………………………………

（三）一榀框架內(nèi)力計(jì)算………………………………………………………………

四 恒荷載內(nèi)力計(jì)算 ……………………………………………………………………

（一）恒荷載計(jì)算………………………………………………………………………

（二）恒荷載作用下內(nèi)力計(jì)算…………………………………………………………

五 活荷載內(nèi)力計(jì)算（屋面布活荷載） ………………………………………………

（一）活荷載計(jì)算………………………………………………………………………

（二）活荷載作用下內(nèi)力計(jì)算…………………………………………………………

六 內(nèi)力組合 ……………………………………………………………………………

（一）梁內(nèi)力組合………………………………………………………………………

（二）柱內(nèi)力組合………………………………………………………………………

七 截面設(shè)計(jì) ……………………………………………………………………………

（一）梁截面設(shè)計(jì)………………………………………………………………………

（二）柱截面設(shè)計(jì)………………………………………………………………………

八 樓梯設(shè)計(jì) ……………………………………………………………………………

九 基礎(chǔ)設(shè)計(jì) ……………………………………………………………………………