人貨電梯安裝施工方案(編輯修改稿)
2025-05-22 00:05 本頁面
【文章內(nèi)容簡介】 Project Office issued notices of meetings。 Project manager facilitates the review meeting, scheduled content under review。 Quality control Department is responsible for the records, the preparation of the review report and corrective action plan, representative of the management audit of the project, approved by the project manager。 Quality control Department is responsible for the preparation of records and reports the distribution list, or publish to the Internet by engineering part of the project staff and departments. Organized by the quality control Department is responsible for tracking the implementation of corrective measures inspections. the output from the management review shall include the following elements: the effectiveness and suitability of the quality management system, whether it be maintained and revised。 Quality policy and quality objectives are achieved and to meet customer requirements, whether it be maintained and revised。 The allocation of resources to meet requirements, whether you need to add or adjust. corrective action tracking and verification on the issues raised in the review, by the primary responsibility of departments draw up corresponding specific corrective, preventive and corrective measures, and seriously implemented. Project quality control Department is responsible for the tracking, verification and evaluation the effect of corrective and preventive actions. . ... (1) the safety programs and departments dealing with the formation of urban spatial25十、地下室頂板支撐架體穩(wěn)定性計算 技術(shù)參數(shù)：根據(jù)北京京港機械設(shè)備有限公司提供的安裝說明書第2頁主要技術(shù)參數(shù)：1）外籠重量：1600Kg 2）吊籠重量：1600Kg2=3200Kg（含內(nèi)配設(shè)置） 3）對重重量：1600Kg2=3200Kg 4）標(biāo)準(zhǔn)節(jié) ：161Kg/節(jié)58節(jié)=9338Kg（全高按86M計，） 5）鋼筋混凝土基礎(chǔ)：2500Kg/M3= 6）額定載重量：2000Kg2=4000Kg合計總重量：(1600+3200+3200+9338++4000)=基礎(chǔ)面積(支撐)=42004100=㎡即:247。㎡=㎡。支撐體系穩(wěn)定性計算： 計算依據(jù)1《建筑施工扣件式鋼管腳手架安全技術(shù)規(guī)范》（JGJ1302001）。 計算依據(jù)2《施工技術(shù)》.《扣件式鋼管模板高支撐架設(shè)計和使用安全》(杜榮軍)。 ， 搭設(shè)尺寸為：立桿的縱距 b=，立桿的橫距 l=，立桿的步距 h=。 靜荷載標(biāo)準(zhǔn)值 q1 = += 活荷載標(biāo)準(zhǔn)值 q2 = (+)= 不考慮風(fēng)荷載時,立桿的穩(wěn)定性計算公式 其中 N —— 立桿的軸心壓力設(shè)計值，N = —— 軸心受壓立桿的穩(wěn)定系數(shù),由長細(xì)比 l0/i 查表得到； i —— 計算立桿的截面回轉(zhuǎn)半徑 (cm)；i = A —— 立桿凈截面面積 (cm2)； A = W —— 立桿凈截面抵抗矩(cm3)；W = —— 鋼管立桿抗壓強度計算值 (N/mm2)； [f] —— 鋼管立桿抗壓強度設(shè)計值，[f] = ； l0 —— 計算長度 (m)； 如果完全參照《扣件式規(guī)范》，由公式(1)或(2)計算 l0 = k1
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