水泥工程
水泥工程
수니공정
CEMENT ENGINEERING
2014年
2期
17-19
,共3页
网架基础%优化设计%荷载组合%基础计算
網架基礎%優化設計%荷載組閤%基礎計算
망가기출%우화설계%하재조합%기출계산
grid base%design optimization%lading combinations%base calculation
在设计沙特CCC二期373 m×59 m长形石灰石预均化堆场时,基于现场施工场地和降低工程成本因素,对堆场网架基础进行了设计优化,通过改变网架的支座型式(由一期的双支座改为二期的单支座),并对荷载重新进行组合,以优化基础设计,从而减少了材料用量,并确保了工程的施工组织和高效实施。
在設計沙特CCC二期373 m×59 m長形石灰石預均化堆場時,基于現場施工場地和降低工程成本因素,對堆場網架基礎進行瞭設計優化,通過改變網架的支座型式(由一期的雙支座改為二期的單支座),併對荷載重新進行組閤,以優化基礎設計,從而減少瞭材料用量,併確保瞭工程的施工組織和高效實施。
재설계사특CCC이기373 m×59 m장형석회석예균화퇴장시,기우현장시공장지화강저공정성본인소,대퇴장망가기출진행료설계우화,통과개변망가적지좌형식(유일기적쌍지좌개위이기적단지좌),병대하재중신진행조합,이우화기출설계,종이감소료재료용량,병학보료공정적시공조직화고효실시。
In design of CCC second-period of 373 m × 59 m long limestone prehomogenizing stockyard, based on construction plant and engineering cost reduction factors, design of the yard grid base was optimized by altering support type(from double support of the first-period to single support of second-period) and the load was reset, which resulted in reducing the material consumption and ensure the construction of tissue engineering and efficient implementation.