榆林學(xué)院17#公寓樓設(shè)計(jì)






摘要

該建筑物是榆林學(xué)院17#公寓樓。根據(jù)提供的地形圖和及功能要求的規(guī)定，進(jìn)行建筑設(shè)計(jì)。它的占地面積約835㎡，建筑面積約5007 ㎡。建筑物最高高度為21m。

此建筑物采用鋼筋混凝土框架結(jié)構(gòu)，結(jié)構(gòu)設(shè)計(jì)是六度設(shè)防，設(shè)計(jì)地震是第一組，場(chǎng)地為Ⅱ類，粗糙度為B類。其設(shè)計(jì)內(nèi)容包括結(jié)構(gòu)布置、構(gòu)件估算、內(nèi)力分析、構(gòu)件截面設(shè)計(jì)和基礎(chǔ)設(shè)計(jì)幾部分。采用整體現(xiàn)澆式，建筑整體剛度較好并進(jìn)行了進(jìn)行了地震作用、風(fēng)荷載和豎向荷載的內(nèi)力分析，采用了多種荷載組合方式。

鋼筋混凝土是一種延性材料，為了充分利用這種材料的特性，根據(jù)建筑三級(jí)抗震的要求，進(jìn)行梁端彎矩調(diào)幅，柱端彎矩調(diào)整，剪力調(diào)整等計(jì)算，同時(shí)注意節(jié)點(diǎn)的設(shè)計(jì)，使得建筑的設(shè)計(jì)達(dá)到強(qiáng)柱弱梁，強(qiáng)剪弱彎的要求，增加建筑的延性，以提高建筑的使用性能。

在此次設(shè)計(jì)中，多層框架結(jié)構(gòu)分析是采用底部剪力法進(jìn)行地震荷載下的內(nèi)力分析；采用彎矩二次分配法進(jìn)行豎向荷載的內(nèi)力分析，整個(gè)結(jié)構(gòu)的設(shè)計(jì)均依據(jù)規(guī)范來(lái)計(jì)算。

關(guān)鍵詞： 框架; 荷載; 抗震; 鋼筋混凝土


 


 


 


 


 


 


 


 




Abstract

This building is located Yulin a multilayered frame student apartment of 17#. According to topographic diagram which provides and function request stipulation, carries on the architectural design. Its area approximately 835m2, floor space approximately 5,007 m2. Building high is 21m。

This building uses the reinforced concrete portal frame construction, the structural design is six garrisons, the design earthquake is the first group, the location is II kind, roughness is B kind. Its design content including the structural arrangement, the component estimate, the plane unit choice, the endogenic force analysis, the component section design and the foundation designs several parts. Used placement ,the construction overall rigidity is better and carries on has carried on the earthquake load, the wind load and the vertical load endogenic force analysis, has selected the many kinds of loads combination method。

The reinforced concrete is one kind of ductility material, in order to fully uses this kind of material the characteristic, according to the building three levels of earthquake resistances requests, carries on the Liang end moment amplitude modulation, the column end moment adjustment, computation and so on shearing force adjustment, simultaneously pays attention to the pitch point the design, causes the building the design to achieve strong column weak Liang, strongly cuts the weak curved request, the increase construction ductility, enhances the construction the operational performance。

   In this design, the multilayer portal frame construction analysis is uses the base shearing force law to carry on under the earthquake load the endogenic force analysis; Uses  base shearing force law to carry on the vertical load the endogenic force analysis, the entire structure design calculates based on the standard。

Key words: Frame; Load; Earthquake resistances; Reinforced concrete


 


 


目錄

1.  工程概況 - 1 -

2.  結(jié)構(gòu)布置及計(jì)算簡(jiǎn)圖 - 2 -

2.1建筑平面設(shè)計(jì) - 2 -

2.2建筑剖面設(shè)計(jì) - 2 -

2.3建筑立面設(shè)計(jì) - 2 -

3.  重力荷載計(jì)算 - 9 -

3.1層面及樓面的永久荷載標(biāo)準(zhǔn)值 - 9 -

3.2層面及樓面可變荷載標(biāo)準(zhǔn)值 - 9 -

3.3梁、柱、墻、窗、門重力荷載計(jì)算 - 9 -

3.4重力荷載代表值 - 12 -

4.  框架側(cè)移剛度計(jì)算 - 15 -

4.1橫向框架側(cè)移剛度計(jì)算 - 15 -

4.2縱向框架側(cè)移剛度計(jì)算 - 16 -

5.  橫向水平荷載作用下框架結(jié)構(gòu)內(nèi)力和側(cè)移計(jì)算 - 18 -

5.1 橫向水平地震作用下框架結(jié)構(gòu)內(nèi)力和側(cè)移計(jì)算 - 18 -

5.2橫向風(fēng)荷載作用下框架結(jié)構(gòu)內(nèi)力和側(cè)移計(jì)算 - 23 -

6.  縱向水平荷載作用下框架結(jié)構(gòu)的內(nèi)力和側(cè)移計(jì)算 - 28 -

6.1縱向水平地震作用下框架結(jié)構(gòu)的內(nèi)力和側(cè)移計(jì)算 - 28 -

6.2縱向風(fēng)荷載作用下框架結(jié)構(gòu)的內(nèi)力和側(cè)移計(jì)算 - 32 -

7.  豎向荷載作用下框架結(jié)構(gòu)的內(nèi)力計(jì)算 - 35 -

7.1橫向框架內(nèi)力計(jì)算 - 35 -

7.2橫向框架內(nèi)力組合 - 47 -

7.3縱向框架內(nèi)力計(jì)算 - 60 -

7.4縱向框架內(nèi)力組合 - 70 -

8.  截面設(shè)計(jì) - 74 -

8.1框架梁 - 74 -

8.2框架柱 - 81 -

8.3框架梁柱節(jié)點(diǎn)核芯區(qū)截面抗震驗(yàn)算 - 85 -

9.  基礎(chǔ)設(shè)計(jì) - 86 -

9.1基礎(chǔ)底面積的確定 - 86 -

9.2基礎(chǔ)梁、板內(nèi)力分析 - 88 -

9.3配筋計(jì)算 - 92 -

結(jié)論 - 95 -

參考文獻(xiàn) - 96 -

致謝 - 98 -