混凝土構(gòu)件中鋼筋計算截面面積及公稱質(zhì)量統(tǒng)計表正式版

1、混凝土構(gòu)件中鋼筋計算截面面積及公稱質(zhì)量統(tǒng)計表正式版鋼筋的計算截面面積及公稱質(zhì)量表直徑d(mm)不冋根數(shù)直徑的計算截面面積（mm 2)單根鋼筋公稱質(zhì)里（kg/m）12345678937.114.121.228.335.342.449.556.563.60.0555412.625.137.750.362.875.488.0100.5113.10.0986519.6395979981181371571770.154628.357851131411701982262540.2226.533.2661001331661992322652990.260850.31011512012513023524024

2、520.3958.252.81061582112643173704224750.4151078.51572363143934715506287070.61712113.122633945256567979290510180.88814153.93084626167709241078123213851.20816201.1402603804100512061407160818101.57818254.55097631018127215271781203622901.99820314.26289421257157118852199251328272.46622380.176011401521190

3、122812661304134212.98425490.998214731963245429453436392744183.85328615.8123218472463307936954310492655424.83432804.2160824133217402148255630643472386.313361017.9203630544072508961077125814391617.990401256.625133770502762837540879610053113109.865每米板寬內(nèi)的鋼筋截面面積表鋼筋間距（mm）當(dāng)鋼筋直徑（mm）為下列數(shù)值時的鋼筋截面面積（mm2)44.5568

4、101214161820222570180227280404718112216162199287236354488543070127516821226237767010471508205326813393418950686545801571992453536289821414192425133181392747526136901401772183145598731257171022342827349142245454100126159196283503785113115392021254531423801490911011414517825745771410281399182823132856

5、345644621201051331642364196549421283167621212618316840911251011271572264026289051232160820362513304139271309712215121738760487011841547195724172924377614090114140202359561808110014361818224427153506150841061311883355247541026134016962094253432721607999123177314491707962125715901963237630681707494115

6、1662964626659061183149718482236288717572911121622874496468801149145417952172280518070881091572794366288551117141417452112272719066841031492654135958101058133916532001258420063809814125139256577010051272157119012454250506479113201314452616804101812571521196330042536594168262377513670848104712671636鋼筋

7、間距44.55681012141618202225梁縱向鋼筋單排最大根數(shù) （凈保護層厚度：25mm）梁寬b（mm）鋼筋直徑（mm）141618202225283236401502/32/322221/211120043/43/43332/3221/2250554/54/543/432/3223006/765/65/654/543/432/33507/876/76/765/64/543/434008/98/97/87/86/76/75/64/54/53/44509/109/108/98/97/97/86/75/64/54/550010/1210/1110/119/108/107/96/86/75

8、/64/555012/1311/1211/1210/119/118/107/96/85/75/660013/1412/1412/1311/1210/129/118/107/86/75/7梁寬b14161820222528323640注：表內(nèi)分數(shù)值，其分子為梁上部縱筋單排最大根數(shù)，分母為梁下部鋼筋單排最大根數(shù)。梁寬b(mm)鋼筋直徑（mm ）141618202225283236401502222221/21112003/433332/32/3221/225054/54/5443/432/32230065/65/654/54/543/432/33507/86/76/76/75/65/64/543/

9、434008/987/87/86/76/75/64/54/53/44509/109/108/98/97/86/86/75/64/54/550010/1110/119/109/108/97/96/86/75/64/555011/1211/1210/1110/119/108/107/96/85/75/660012/1412/1311/1311/1210/129/118/107/86/75/7梁寬b14161820222528323640梁寬b(mm)鋼筋直徑（mm ）14161820222528323640150222221/2111120033332/32/32221/22504/54/5443

10、/43/432/3223005/65/6554/54/53/43/432/33507/76/76/765/65/64/543/434008/97/87/876/75/75/64/54/53/44509/108/98/98/97/86/86/75/64/54/550010/1110/119/109/108/97/96/85/75/64/555011/1211/1210/1110/119/108/107/96/85/75/660012/1412/1311/1211/1210/119/118/97/86/75/7梁寬b14161820222528323640梁寬b(mm)鋼筋直徑（mm ）14161

11、82022252832364015022221/21111120033332/32221/21/22504/54443/4332/3223005/65554/543/4332/33506/76/7665/64/54/53/43/434007/87/87/876/75/65/64/543/44508/108/98/987/86/75/75/64/54/550010/119/109/1098/97/86/85/75/64/555011/1210/1210/1110/119/108/97/86/75/75/660012/1311/1311/1211/1210/118/108/97/86/75/7梁寬

12、b14161820222528323640柱縱向鋼筋單排最大根數(shù)（凈保護層厚度：30mm ）柱寬b(mm )鋼筋直徑（mm）1416182022252832364025033333332223004444433333350555444443340065555554444506666655544500777766655555088777766656009888877766650109998887767001010109998877750111110101099888800121111111010109988501312121211111010999001313131212111110109柱寬b

13、14161820222528323640柱寬b(mm )鋼筋直徑（mm）141618202225283236402503333332222300444433333335055444444334005555554444450666655554450077766665555508877776665600988887776665099998887767001010109998877750111110101099888800121111111010109988501212121111111010999001313121212111110109柱寬b14161820222528323640柱縱向鋼筋單排

14、最大根數(shù)（凈保護層厚度40mm ）柱寬b(mm )鋼筋直徑（mm）1416182022252832364025033333222223004433333333350544444433340055555444444506666555544500776666655555087777666656008888777666650999888777670010109998887775011101010109988880012111111101099888501212121111101010999001313121212111110109柱寬b14161820222528323640柱寬b(mm )鋼筋直徑

15、（mm）141618202225283236402503322222222300333333332235044444433334005555444443450665555544450076666655555507777666655600888777766665099888877667001099998877775010101010998887800111111101010998885012121111111010998900131212121111101099柱寬b14161820222528323640附加箍筋承受集中荷載承載力表F （kN）鋼筋級別箍筋箍筋個數(shù)肢數(shù)直徑(mm)每側(cè)1個（共2

16、個）每側(cè)2個（共4個）每側(cè)3個（共6個）每側(cè)4個（共8個）623.847.571.395.0雙842.284.4126.7168.9肢1066.0131.9197.9263.91295.0190.0285.0380.0HPB23514129.3258.6387.9517.2（I級）647.595.0142.5190.0四884.4168.9253.3337.8肢10131.9263.9395.8527.812190.0380.0570.0760.014258.6517.2775.81034.5箍筋箍筋個數(shù)鋼筋級別肢數(shù)直徑(mm)每側(cè)1個（共2個）每側(cè)2個（共4個）每側(cè)3個（共6個）每側(cè)4個（共

17、8個）633.967.9101.8135.7雙860.3120.6181.0241.3肢1094.2188.5282.7377.0HRB33512135.7271.4407.2542.914184.7369.5554.2738.9（H級）667.9135.7203.6271.4四8120.6241.3361.9482.5肢10188.5377.0565.5754.012271.4542.9814.31085.714369.5738.91108.41477.8附加吊筋承受集中荷載承載力表F(kN )鋼筋級別鋼筋直徑(mm)彎起角度a= 45 °a= 60 °1根2根3根4根1

18、根2根3根4根HPB235（I級）1233.667.2100.8134.441.182.3123.4164.51445.791.4137.2182.956.0112.0168.0224.01659.7119.4179.1238.873.1146.3219.4292.51875.6151.1226.7302.392.6185.1277.7370.22093.3186.6279.9373.2114.3228.5342.8457.122112.9225.8338.7451.6138.3276.5414.8553.125145.8291.6437.3583.1178.5357.1535.6714.2鋼

19、筋級別鋼筋直徑(mm)彎起角度a= 45 °a= 60 °1根2根3根4根1根2根3根4根HRB335（H級）1248.096.0143.9191.958.8117.5176.3235.11465.3130.6195.9261.280.0160.0240.0320.01685.3170.6255.9341.2104.5208.9313.4417.918108.0215.9323.9431.8132.2264.5396.7528.920133.3266.6399.9533.1163.2326.5489.7653.022161.3322.6483.8645.1197.5395.

20、0592.6790.125208.3416.5624.8833.0255.1510.1765.21.3各部門質(zhì)量目標(biāo)完成情況考核表考核 時間段：2021.07-10考核時間：2021.11。02項目 部門分項內(nèi)容目標(biāo)考核值達標(biāo)情況備注公司出廠產(chǎn)品一次交檢合格率> 95%98%采購物資合格率100%100%關(guān)鍵重要工序一次交檢合格率> 98%100%用戶投訴處理及時率100%100%顧客滿意度> 90%91%供應(yīng)部1、物資采購及時率96%100%2、關(guān)重物資米購合格率100%100%3、關(guān)重物資米購成本年降低率5%4%4、物資發(fā)放差錯次數(shù)50辦公室1、培訓(xùn)計劃完成率98%100

21、%2、關(guān)重工序崗位持證上崗率100%100%銷售部1、訂單計劃正確率99%100%2、產(chǎn)品發(fā)貨差錯率2%03、顧客抱怨及時處理率100%100%4、市場及顧客信息收集98%100%5、全年開發(fā)新客戶> 3家06、合同履約率98%100%7、顧客滿意度90%91%生產(chǎn) 技術(shù) 部1、技術(shù)質(zhì)量問題及時處理率100%100%2、技術(shù)文件（通知）正確率100%100%3、體系文件管理正確率100%100%4、組織完成內(nèi)部質(zhì)量體系審核100%100%5、組織完成管理評審100%100%6、質(zhì)量問題處理率100%100%7、產(chǎn)品檢驗及時率99%100%&產(chǎn)品檢驗錯漏次數(shù)/月（檢測結(jié)果 正確及時

22、率）209、檢測設(shè)備檢定/校準(zhǔn)及時率100%100%10、新產(chǎn)品一次交驗合格率。95%98%11、工藝紀(jì)律檢查執(zhí)行率（或次數(shù)）100%100%車間1、生產(chǎn)計劃準(zhǔn)時完成率98%100%2、產(chǎn)品一次交驗合格率98%98%3、關(guān)重:序一次交驗合格率100%100%4、工藝執(zhí)行正確率98%100%5、設(shè)備保養(yǎng)率100%100%工程部工程一次交驗合格率> 95%98%工程交驗合格率100%100%生產(chǎn)方案發(fā)放到位率100%100%生產(chǎn)現(xiàn)場指導(dǎo)率100%100%項目部1、生產(chǎn)計劃準(zhǔn)時完成率98%100%2、工程一次交驗合格率98%98%3、關(guān)重:序一次交驗合格率100%100%4、工藝執(zhí)行正確率98%100%編制：審批：日期:中心園各專用活動室面積統(tǒng)計表活動室名稱面積備注?。?）班125 m2?。?）班125 m2中（1）班125 m2中（2）班125 m2大（1）班125 m2大（2）班125 m2多功能活動室125 m2圖書閱覽室55 m2保健室30 m2美工室40 m2業(yè)務(wù)室20 m2科學(xué)發(fā)現(xiàn)室20 m2晨檢室15 m2臨床手術(shù)科室質(zhì)量與安全管理指標(biāo)統(tǒng)計分析表（月份）科室 主任（簽名） 表日期年 月 日序 號指標(biāo)內(nèi)容與同期比 變化趨勢1重點疾病病種名稱總例數(shù)死亡