【正文】 目錄摘 要............................................................3Abstract.............................................................. 4第 1 章 工程概況................................................. 5第 2 章 結(jié)構(gòu)選型與布置................................................6 結(jié)構(gòu)承重方案選擇........................................... 6 結(jié)構(gòu)布置....................................................... 6第 3 章 框架計(jì)算簡(jiǎn)圖及梁柱線度.....................................7 計(jì)算單元選取....................................... 7 梁的截面尺寸算.................................................... 7 柱的截面尺寸初選.......................................... 7 現(xiàn)澆板厚度初選........................................ 8 結(jié)構(gòu)計(jì)算簡(jiǎn)圖.................................................. 8第 4 章 荷載計(jì)算......................................................10 恒載標(biāo)準(zhǔn)值計(jì)算.............................................10 屋面框架梁線荷載標(biāo)準(zhǔn)值....................................11 樓面橫梁豎向線荷載標(biāo)準(zhǔn)值.............13 屋面框架節(jié)點(diǎn)集中荷載標(biāo)準(zhǔn)值...........14 地震作用計(jì)算............................................... 18 重力荷載代表值 Gi 的計(jì)算................ 18 地震作用計(jì)算....................................20第 5 章 內(nèi)力計(jì)算........................................................24 恒載作用下的框架內(nèi)力.................................24 彎矩分配系數(shù)....................................24 桿件固端彎矩......................................29 節(jié)點(diǎn)不平衡彎矩.................................30 內(nèi)力計(jì)算.............................................30 活載作用下的框架內(nèi)力.................................39 梁固端彎矩........................................39 縱梁偏心引起的柱端附加彎矩.................39 滿跨活載布置及節(jié)點(diǎn)不平衡彎矩.........39 內(nèi)力計(jì)算............................................41 地震作用下橫向框架內(nèi)力計(jì)算.....................44 （雪+活）重力荷載作用下橫向框架的內(nèi)力計(jì)算.............. 45 地震作用下橫向框架的內(nèi)力計(jì)算................52第 6 章 框架內(nèi)力組合................................................57 組合................................................................. 57第 7 章 框架梁、柱截面設(shè)計(jì)....................................67第 8 章 樓梯設(shè)計(jì)....................................................69 梯段板設(shè)計(jì).................................................... 70 平臺(tái)板設(shè)計(jì)................................................... 71 梯段梁 TL 計(jì)算..........................................72第 9 章 板的設(shè)計(jì)......................................................74 跨中最大彎矩............................................. 74 內(nèi)力計(jì)算..................................................... 74 樓面板計(jì)算........................................74 屋面板計(jì)算..........................................81第 10 章 基礎(chǔ)設(shè)計(jì)......................................................88 荷載計(jì)算..................................................... 88 確定基礎(chǔ)面積.............................................89 A 柱................................................. 90 B 柱.......................................... 91 C 柱............................................... 91 D 柱.................................................. 91 基礎(chǔ)結(jié)構(gòu)設(shè)計(jì)..............................................92 荷載設(shè)計(jì)值.....................................92 A 柱................................................. 92 B 柱.............................................. 94 C 柱................................................ 95 D 柱................................................ 96參考文獻(xiàn).................................................................... 97致 謝........................................................ 97附錄............................................................ 99 附錄 1 外文譯文................................................... 99 附錄 2 任務(wù)書................................................... 108 附錄 3 開題報(bào)告.................................................. 113摘要本設(shè)計(jì)是鄭州某小區(qū)住宅樓設(shè)計(jì)的建筑與結(jié)構(gòu)設(shè)計(jì)，考慮建筑布置的要求，結(jié)構(gòu)選型選擇框架結(jié)構(gòu)，結(jié)構(gòu)布置盡量滿足使用，耐久，美觀三方面的要求。本設(shè)計(jì)選取住宅樓的一榀作為計(jì)算模型，采用手算。其中恒載，活載的計(jì)算采用二次彎矩分配法。在內(nèi)力組合的過程中考慮荷載滿跨布置，并考慮地震作用，找出荷載的最不利組合，并由此進(jìn)行這一榀框架的配筋。在計(jì)算書中還進(jìn)行了板配筋的計(jì)算和基礎(chǔ)的計(jì)算。本設(shè)計(jì)主要包括兩部分，第一是建筑設(shè)計(jì)，第二是結(jié)構(gòu)設(shè)計(jì)。本著安全，適用，美觀和節(jié)約的原則進(jìn)行設(shè)計(jì)，共七層，整個(gè)建筑外形呈平面外形，與周圍其他建筑相互協(xié)調(diào)，既滿足了實(shí)用要求也體現(xiàn)了美觀。在選擇材料方面優(yōu)先考慮安全耐用，其次是價(jià)格合理經(jīng)濟(jì)實(shí)惠。整個(gè)建筑從方案選型到結(jié)構(gòu)設(shè)計(jì)都嚴(yán)格按照設(shè)計(jì)手冊(cè)及相關(guān)規(guī)范，在構(gòu)造方面也進(jìn)行充分考慮，以滿足住宅功能要求。關(guān)鍵詞：框架，地震作用，住宅樓，D 值法，二次彎矩分配 AbstractThis design is a district in Zhengzhou residential building of architecture and structure design，Considering the requirement to architecture distribution, chooseframe as the structure, the distribution of structure try to meet the requirements in aspects of utility, Durability and Aesthetics.This design chooses one story of the building as the calculation model, and calculated by hand. Herein the calculation of Dead Load and Live Load applied the Moment Redistribution Method. During the process of internal force bination,consider the calculation of full span distribution load，and Considered earthquake，to get the most disadvantageous Load Effect Combination, hence carry out thereinforcement for this frame. In the calculation sheet，also there are calculation tothe slab reinforcement and foundation.The design content mainly includes two major parts: First construction plan design。 Second structural design. In line with is safe, suitable, artistic and the frugal principle carries on the design. The main structure used within the corridor,a total of sevenstory，flat shape of the building in shape, and mutual coordination of the surrounding buildings, both to meet the practical requirements also reflects the beautiful. Priority in choosing safe, durable materials, followed by the reasonable prices affordable. Selection of the building to the structural design from the program in strict accordance with the Design Manual and related specifications,in terms of the construction to gi