鋼絲繩破斷拉力全全參數(shù)_第1頁(yè)
鋼絲繩破斷拉力全全參數(shù)_第2頁(yè)
鋼絲繩破斷拉力全全參數(shù)_第3頁(yè)
鋼絲繩破斷拉力全全參數(shù)_第4頁(yè)
鋼絲繩破斷拉力全全參數(shù)_第5頁(yè)
已閱讀5頁(yè)，還剩13頁(yè)未讀， 繼續(xù)免費(fèi)閱讀

下載本文檔

版權(quán)說(shuō)明：本文檔由用戶提供并上傳，收益歸屬內(nèi)容提供方，若內(nèi)容存在侵權(quán)，請(qǐng)進(jìn)行舉報(bào)或認(rèn)領(lǐng)

文檔簡(jiǎn)介

1、實(shí)用文檔1鋼絲繩重量及最小破斷拉力計(jì)算重量重量鋼絲繩參考重量按下式計(jì)算：M KD2式中： M -鋼絲繩單位長(zhǎng)度的參考重量，kg/100m;D -鋼絲繩的公稱(chēng)直徑，mmK -充分涂油的某一結(jié)構(gòu)鋼絲繩單位長(zhǎng)度的重量系數(shù)，K值在表1給出。kg/100 - mrm破斷拉力鋼絲繩實(shí)測(cè)破斷拉力應(yīng)不低于表 24的規(guī)定。鋼絲繩最小破斷拉力用 kN 表示，并按下式計(jì)算：KD2 RF 01000式中：F。-鋼絲繩最小破斷拉力，kN;D-鋼絲繩的公稱(chēng)直徑，mmR0-鋼絲繩公稱(chēng)抗拉強(qiáng)度，MpaK-某一指定結(jié)構(gòu)鋼絲繩的最小拉力，系數(shù)（K值見(jiàn)表1）標(biāo)準(zhǔn)實(shí)用文檔表1鋼絲純重量系數(shù)和最小破斷拉力系數(shù)組 別類(lèi)別鋼絲繩重量系數(shù)K

2、K2K1nK2K1p取小破斷拉力系數(shù) K,K2K1天然纖維 芯鋼絲繩合成纖維 芯鋼絲繩鋼芯 鋼絲繩纖維芯 鋼絲繩鋼芯 鋼絲繩K1nK1 pK2.，）八八2kg/100 mmK1K216X70.3510.3440.3870.3320.3591.0826X190.3800.3710.4181.101.130.3300.3561.0836X3748X190.3570.3440.4351.221.260.2930.3461.1858X37618X70.3900.4301.101.100.3100.3281.06718X19834X70.3900.4301.101.100.3080.3181.03935

3、W 7一0.460一一一0.360一106VX 70.4120.4040.4371.061.080.3750.3981.06116Vx 190.4050.3970.4291.061.080.3600.3821.06126Vx 37134Vx 390.4100.402一一一0.360一一146QX 19+6VX 210.4100.402一一一0.360一一標(biāo)準(zhǔn)實(shí)用文檔1.3力學(xué)性能第一組6X7類(lèi)G 口5一Ft直徑836mmAX7 4-fc用工了十僧，直徑1436mm標(biāo)準(zhǔn)實(shí)用文檔鋼絲繩 公稱(chēng)直徑鋼絲繩參考重量 (kg/100m)鋼絲繩公稱(chēng)抗拉強(qiáng)度/MPa15701670177018701960鋼絲

4、繩取小破斷拉力/kND/mm允許偏差/%天然纖維 芯鋼絲繩合成纖維 芯鋼絲繩鋼芯 鋼絲繩纖維芯 鋼絲繩鋼芯 鋼絲繩纖維芯 鋼絲繩鋼芯 鋼絲繩纖維芯 鋼絲繩鋼芯 鋼絲繩纖維芯 鋼絲繩鋼芯 鋼絲繩纖維芯 鋼絲繩鋼芯 鋼絲繩822.522.024.833.436.135.538.437.640.739.743.041.645.0928.427.931.342.245.744.948.647.651.550.354.452.757.01035.134.438.752.156.455.460.058.863.562.167.165.170.41142.541.646.863.168.267.172.57

5、1.176.975.181.278.785.11250.549.555.775.181.2179.886.384.691.589.496.793.71011359.358.165.488.195.393.710199.31071051131101191468.867.475.91021101091181151251221321281381689.988.199.1133144142153150163159172167180181141111251691831801941902061201218211228201401381552082252222402352542482692602812217

6、016618725227326829028430830032531534124202198223300352319345533836635838737540526237233262352381375405397430420454440476282752703034094424354704614984875265105523031631034846950749954052957255960458663332359352396534577568614602651636687666721344063984476036526416936797357187767528133645544650267673

7、0719777762824805870843912表2第一組6X 7類(lèi)力學(xué)性能鋼絲繩結(jié)構(gòu)：6X7+FC6X 7+IWS6X 9W+FC6X 9W+IWR標(biāo)準(zhǔn)1.3.2 第二組 6X19 類(lèi)(iX 】穌，t FC直徑6X19W4卜支直徑G X 吟IWR 1236mm 恚 百 X19W4 IWK 1240mm實(shí)用文檔標(biāo)準(zhǔn)實(shí)用文檔表3第一組6X19類(lèi)力學(xué)性能鋼絲繩結(jié)構(gòu)：6X19S+FC 6X19S+IWR 6X 19W+FC6X 19W+IWR鋼絲繩 公稱(chēng)直徑鋼絲繩參考重量 (kg/100m)鋼絲繩公稱(chēng)抗拉強(qiáng)度/MPa15701670177018701960鋼絲繩取小破斷拉力/kND/mm允許偏差/

8、%天然纖維 芯鋼絲繩合成纖維 芯鋼絲繩鋼芯 鋼絲繩纖維芯 鋼絲繩鋼芯 鋼絲繩纖維芯 鋼絲繩鋼芯 鋼絲繩纖維芯 鋼絲繩鋼芯 鋼絲繩纖維芯 鋼絲繩鋼芯 鋼絲繩纖維芯 鋼絲繩鋼芯 鋼絲繩1253.151.858.474.680.579.485.684.190.788.995.993.11001362.360.868.587.694.593.110098.71061041131091181472.270.579.51021101081171141241211301271371694.492.11041331431411521501611581701661791811911713116818117919

9、3189204200216210226201471441622072242202382342522472662592792217817419625127126728828330429932231333824+5212207234298322317342336363355383373402260249243274350378373402395426417450437472282892823184064384324664584944845225075473033232436546650349653552656755559958262832377369415531572564609598645632

10、6826627153442641646959964663768767572871377074880736478466525671724714770757817800863838904385325205857488077968588439108919619341010405905786498298948829519351010987107010301120標(biāo)準(zhǔn)實(shí)用文檔1.3,3第三組6X37類(lèi) ：iWSH-lWR直徑2246mm標(biāo)準(zhǔn)0 X 25ri4-FCFt e6 - 31f0iK25F；+TWR 直徑1244mm r0直徑2040mm直徑2246mm實(shí)用文檔標(biāo)準(zhǔn)實(shí)用文檔且萬(wàn)務(wù)F - IWR.

11、卜 / h：直徑1444mm一 eh心卜m k- +十】9H直徑1860mm直徑2060mm標(biāo)準(zhǔn)實(shí)用文檔41 % A FC6 - 4IWS+IWK直徑 3256mm& -ISSWS- IWR直徑 3660mmmsws+Fr直徑 3664mm標(biāo)準(zhǔn)實(shí)用文檔鋼絲繩結(jié)構(gòu):表4第一組6X37類(lèi)力學(xué)性能鋼絲繩 公稱(chēng)直徑鋼絲繩參考重量 (kg/100m)鋼絲繩公稱(chēng)抗拉強(qiáng)度/MPa15701670177018701960鋼絲繩取小破斷拉力/kND/mm允許偏差/%天然纖維 芯鋼絲繩合成纖維 芯鋼絲繩鋼芯 鋼絲繩纖維芯 鋼絲繩鋼芯 鋼絲繩纖維芯 鋼絲繩鋼芯 鋼絲繩纖維芯 鋼絲繩鋼芯 鋼絲繩纖維芯 鋼絲繩鋼芯 鋼

12、絲繩纖維芯 鋼絲繩鋼芯 鋼絲繩1254.753.460.274.680.579.485.684.190.788.995.993.11001364.262.770.687.694.593.110098.71061041131091181474.572.781.91021101081171141241211301271371697.395.01071331431411521501611581701661791812312013516818117919318920420021621022620152148167207224220238234252247266259279221841802022512

13、712672882833052993223133382421921424129832231734233636335538337340226257251283350378373402395426417450437472282982913284064384324664584944845225075473034233437646650349653652656755559958262832389380428531572546095986456326826627153443942948359964663768767572871377074880736492481542671724714770757817

14、8008638389043854953660474880779685884391089196193410104060859466982989488295193510109871070103011204267065473791498697210501030111010901170114012304473671880910001080107011501130122011901290125013506X 25Fi+FC6X 31WS+FC6X41WS+FC6X 25Fi+IWR6X 31WS+IWR6X41WS+IWR6X 26WS+FC6X 36WS+FC6X 49SWS+FC6X 26WS+IW

15、R6X 36WS+IWR6X 49SWS+IWR6X 29Fi+FC6X 37S+FC6X 55SWS+FC6X 29Fi+IWR6X 37S+IWR6X 55SWS+IWR標(biāo)準(zhǔn)實(shí)用文檔468047858841100118011701260124013301310141013701480488768559631190129012701370135014501420153014901610509509281040130014001380149014601580154016601620174052103010001130140015101490161015801700167018001750189054111010801220151016301610173017001840180019401890203056119011601310162017501730186018301980194020902030219058128012501410174018801850200019602120208022402180235060137013401500187020101980214021002270222024002330251062

溫馨提示

  • 1. 本站所有資源如無(wú)特殊說(shuō)明，都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請(qǐng)下載最新的WinRAR軟件解壓。
  • 2. 本站的文檔不包含任何第三方提供的附件圖紙等，如果需要附件，請(qǐng)聯(lián)系上傳者。文件的所有權(quán)益歸上傳用戶所有。
  • 3. 本站RAR壓縮包中若帶圖紙，網(wǎng)頁(yè)內(nèi)容里面會(huì)有圖紙預(yù)覽，若沒(méi)有圖紙預(yù)覽就沒(méi)有圖紙。
  • 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
  • 5. 人人文庫(kù)網(wǎng)僅提供信息存儲(chǔ)空間，僅對(duì)用戶上傳內(nèi)容的表現(xiàn)方式做保護(hù)處理，對(duì)用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯，并不能對(duì)任何下載內(nèi)容負(fù)責(zé)。
  • 6. 下載文件中如有侵權(quán)或不適當(dāng)內(nèi)容，請(qǐng)與我們聯(lián)系，我們立即糾正。
  • 7. 本站不保證下載資源的準(zhǔn)確性、安全性和完整性, 同時(shí)也不承擔(dān)用戶因使用這些下載資源對(duì)自己和他人造成任何形式的傷害或損失。

最新文檔

評(píng)論

0/150

提交評(píng)論