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1、目錄一、工程概況·························································2二、編制依據(jù)························································2三、格構(gòu)式四樁基礎(chǔ)設(shè)計(jì)及施工········································3（一）格構(gòu)式四樁基礎(chǔ)的設(shè)計(jì)········································3（二）格構(gòu)柱的設(shè)計(jì)計(jì)算··········································7四、塔機(jī)與
2、格構(gòu)式立柱的聯(lián)接方案·······································11五、格構(gòu)式基礎(chǔ)的制作及質(zhì)量控制······································14（一）鋼柱的制作及質(zhì)量控制·····································14（二）灌注樁的施工及安裝鋼柱····································14（三）格構(gòu)柱的加工及安裝基礎(chǔ)節(jié)··································1521六、塔機(jī)的安裝要求及準(zhǔn)備······················
3、····················15七、塔機(jī)的安裝····················································15（一）基本要求·················································15（二）標(biāo)準(zhǔn)節(jié)的加裝··············································16（三）調(diào)試······················································16八、塔吊的沉降、垂直度測定及偏差校正····················
4、···········16九、塔吊的操作與維護(hù)···············································17十、塔機(jī)的拆卸····················································17十一、附墻裝置的裝拆·············································18十二、安全措施···················································18十三21、多塔作業(yè)防碰撞措施·································
5、·········19十四、塔機(jī)基礎(chǔ)樁位平面布置圖·····································20塔吊基礎(chǔ)專項(xiàng)施工方案一、工程概況太原茂業(yè)天地項(xiàng)目為集商業(yè)、辦公、酒店及酒店式公寓、高級公寓和高級住宅為一體的大型工程，位于太原市小店區(qū)體育路與親賢北街交叉口之西北西角。一期規(guī)劃總建筑面積約344581.03㎡，其中百貨商業(yè)地上建筑面積約62860㎡，步行街商業(yè)地上面積6760㎡，四棟住宅地上建筑面積約111540㎡，兩棟高級公寓地上建筑面積約50800㎡，地下商業(yè)建筑面積約32570㎡，地下車庫面積約68670㎡，地下其他用房建筑面積約9000㎡。其工程建筑物主
6、要包括：一棟6層百貨商業(yè)建筑，一棟52層（1#）高層住宅建筑，建筑高度183.4m;兩棟40層（6#、7#）高級公寓，建筑高度140.9m;三棟36層（2#、3#、5#）高層住宅建筑和2層地下車庫組成。本工程設(shè)置5臺Q6016塔式起重機(jī)施工，塔吊設(shè)在地下室內(nèi)，采用四樁格構(gòu)式基礎(chǔ)。塔機(jī)安裝布置位置詳見附圖。二、編制依據(jù)1、本方案主要依據(jù)施工圖紙及以下規(guī)范及參考文獻(xiàn)編制:《塔式起重機(jī)設(shè)計(jì)規(guī)范》（GB/T13752-1992）《地基基礎(chǔ)設(shè)計(jì)規(guī)范》（GB50007-2002）《建筑結(jié)構(gòu)荷載規(guī)范》（GB50009-2001）《建筑安全檢查標(biāo)準(zhǔn)》（JGJ59-99）《混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范》（GB500
7、10-2002）21《建筑樁基技術(shù)規(guī)范》（JGJ94-94）《地質(zhì)勘察報(bào)告》山西省勘察設(shè)計(jì)研究院《FS6016塔式起重機(jī)使用說明書》張家港浮山建設(shè)機(jī)械有限公司2、塔吊基本性能四樁基礎(chǔ)所用塔吊參數(shù)為：塔吊型號為：FS6016塔吊自重為：580KN最大起重量為：100KN塔吊額定起重力矩為：1250kN·m塔吊起升高度為：194.7m塔身寬度為：2m三、格構(gòu)式四樁基礎(chǔ)設(shè)計(jì)及驗(yàn)算塔吊固定基礎(chǔ)載荷示意圖廠家提供的塔吊基礎(chǔ)受力荷載（5臺塔吊均
