單 雙排腳手架立桿承受的每米結(jié)構(gòu)自重標(biāo)準(zhǔn)值

單雙排腳手架立桿承受的每米結(jié)構(gòu)自重標(biāo)準(zhǔn)值4荷載荷載分類作用于腳手架的荷載可分為永久荷載（恒荷載）與可變荷載（活荷載）。腳手架永久荷載應(yīng)包含下列內(nèi)容：1單排架、雙排架與滿堂腳手架：1）架體結(jié)構(gòu)自重：包括立桿、縱向水平桿、橫向水平桿、剪刀撐、扣件等的自重；2）構(gòu)、配件自重：包括腳手板、欄桿、擋腳板、安全網(wǎng)等防護(hù)設(shè)施的自重。2滿堂支撐架：1）架體結(jié)構(gòu)自重：包括立桿、縱向水平桿、橫向水平桿、剪刀撐、可調(diào)托撐、扣件等的自重；2）構(gòu)、配件及可調(diào)托撐上主梁、次梁、支撐板等的自重。腳手架可變荷載應(yīng)包含下列內(nèi)容：1單排架、雙排架與滿堂腳手架：1）施工荷載：包括作業(yè)層上的人員、器具和材料等的自重；2）風(fēng)荷載。2滿堂支撐架：1）作業(yè)層上的人員、設(shè)備等的自重；2）結(jié)構(gòu)構(gòu)件、施工材料等的自重;3）風(fēng)荷載。用于混凝土結(jié)構(gòu)施工的支撐架上的永久荷載與可變荷載，應(yīng)符合現(xiàn)行行業(yè)標(biāo)準(zhǔn)《建筑施工模板安全技術(shù)規(guī)范》JGJ162的規(guī)定。4荷載荷載分類本條采用的永久荷載（恒荷載）和可變荷載（活荷載）分類是根據(jù)現(xiàn)行國家標(biāo)準(zhǔn)《建筑結(jié)構(gòu)荷載規(guī)范》GB50009確定的。在進(jìn)行腳手架設(shè)計(jì)時(shí)，應(yīng)根據(jù)施工要求，在腳手架專項(xiàng)方案中明確規(guī)定構(gòu)配件的設(shè)置數(shù)量，且在施工過程中不能隨意增加。腳手板粘積的建筑砂漿等引起的增重是不利于安全的因素，已在腳手架的設(shè)計(jì)安全度中統(tǒng)一考慮。滿堂支撐架可調(diào)托撐上主梁、次梁有木質(zhì)的，也有型鋼的，支撐板有木質(zhì)的或鋼材的。在鋼結(jié)構(gòu)安裝過程中，如果存在大型鋼構(gòu)件，就要通過承載力較大的分配梁將荷載傳遞到滿堂支撐架上，所以這類構(gòu)、配件自重應(yīng)按實(shí)際計(jì)算。用于鋼結(jié)構(gòu)安裝的滿堂支撐架頂部施工層可能有大型鋼構(gòu)件，產(chǎn)生的施工荷載較大，應(yīng)根據(jù)實(shí)際情況確定；在施工中，由于施工行為產(chǎn)生的偶然增大的荷載效應(yīng)，也應(yīng)根據(jù)實(shí)際情況考慮確定。附錄A計(jì)算用表A.0.1單、雙排腳手架立桿承受的每米結(jié)構(gòu)自重標(biāo)準(zhǔn)值，可按表A.0.1的規(guī)定取用。表A.0.1單、雙排腳手架立桿承受的每米結(jié)構(gòu)自重標(biāo)準(zhǔn)值gk（kN/m）

步距Cm)腳手架類型L21.51.82.02.11.20單排；616420.17930.19450-20460.2詡雙排0.15380.16&?0.17960.1曜0.192S單排0.1530?0.15700.1B09a19030.1949雙排0.1例1OJ543d16600.17390.177&I.50單排‘0.1的00.國00.17010.17880.1831雙排d1演口」4“0.15520+16240116601.SO單推0.13050.142?0.153B0.16150.麗雙排0.12C20.I居510-13890.14510.1482Z.00單排f).12380.1347&1455(X15290.1565取排俄11340.1221a13070.13650,1394注：嫉48.3x3.6鋼管，扣件自重按本規(guī)范附錄A表A.0.4采用。表內(nèi)中間值可按線性插入計(jì)算。A.0.2滿堂腳手架立桿承受的每米結(jié)構(gòu)自重標(biāo)準(zhǔn)值，宜按表A.0.2取用。表A.0.2滿堂腳手架立桿承受的每米結(jié)構(gòu)自重標(biāo)準(zhǔn)值gk(kN/m)

步距入Cm)橫距幾縱題h(m)0.600?91.01?2L31.351.5國的0,40.182Q&208G0.21760.23535,前43d*487(k262。(k60.20020.3373Q.23&20.2543D.26330.2678a2813900.60.3759a.im0.1955dZ0200.20532151?0.90.1762&19GLCl.20270.2160d22f6a22600.邠91.0m】82g標(biāo)2Q23①Z0M0w2226d22能0.23286抬29L2Q-19600.2262822S00-2365)2482a2466d25S71.050.90.1515Q.1792d1&510-19700.2OZ9a20590.2148L20&.G0.13440.15030,L5帛60.K620.17150.17420.10219a15050,16窗6Q*17190.18270.1S8Z0.2908Cl1輟1,00.15&8d17200.17750.18830.L937CL19640.2045】J0.￡蚓0.18290.13&Sa1鈍30.2Q+&d20750.2156陽0.171任0.15830.J93&0.￡049CL21030.2130O.22131*350.gS141?0J56S0.16170-1717I0.176&0.17910,1&65L5。0.90,】3500.1曲90.1535B.36380,1674%16970.176(51.00.139&嚓5360.15gM0.】6750.17210.17450,LSI5L20+14S&0.16290.1676n.17700.18170.184。0.1911LSfi.153?0.16760,17ZSa.ifi]70,186d0.1^B7E19581.3a吩0.13120.1445d14890,15760.16220.16450.mi1.。0.135&0.14360-15340.16230.16居0.16M0.17571.20,1445j0,158C0.L6240,17140.17590.17820.1849L80Q90.1248出1371dN130.14950.1536OH5560.1618LQL20.12880.14130.1454j(X15370,15790.1599仇1網(wǎng)D.13710.14960,15380.16210.16630.16830.1747注：同表A.0.1注。A.0.3滿堂支撐架立桿承受的每米結(jié)構(gòu)自重標(biāo)準(zhǔn)值，宜按表A.0.3取用。表A.0.3滿堂支撐架立桿承受的每米結(jié)構(gòu)自重標(biāo)準(zhǔn)值gk(kN/m)

步脂A(m)橫曲也（ui）①40.60.7569Y.O1.21.351.5ago0.4d16910.18750.2012①酰490.2241d2424Q.25620.3599?0.60.18770.W62a2201d2U1a2433Q.26190.27580.2497Oh750.20160.煙30.￡3440,34840.25770.第65G2905d釉450-90.2I5&J&23440.24860,26270.27E20.29100.30520.31941.00.22450.243g25800.27230,28180.300&0.31500.3ig21.20.24340,25260.27700.29140,3010532020.Q460.319。也75伍60.15360.17910,19。70,2Q3+0.21010.2256a23726248&0.900.40.1341u,im0,15740,15740,17400.16740.19730.Z073□.&CL14760,16100,17110.18YZa,IBM)CL蛆40,2115U.空160.750-15770.17120.1314d19160.1984仇21200.2221Q.23230.90.1678(d18150.15170,2020a.￡0招氏22250.Z32fi0.2430h。0.1745,d]g830.1^860.ZO890.Z15呂0.22950.回鋪q朗gz1.20.l￡€00.20190.2123a22270.22970.2436Q.254。o.網(wǎng)&1.050.90.15410.1663A]755d18460.1907Q20290,2121①221Z0.40.11660-12740.13550.14350.14900.159gd16790.17500.60.12750.13S40.14660.1549OH6030.1712617940.1B760.75G,13570.14670.15500.1632心.16870/17970.1S80d39620.90.14390.15500.1633C,1715=0.17710.1882a1驪50.3048bO0.1+940.16050.1715QJ68S617720.18280.19390.20230,2106L2值16030.18000.1884口.I郭田0.20530,21370.2221L350.90.13590.1462D.1533Q.16150.16660-17600.18450J921rsoa40.1061QJ154dl也0.1293d13400.14330.15030.15720.60.11550.1249-0.13190.13900.14360.15300.16010,1C710.750.12250.13200.1S91|<U4620.15090.1630.16740.1745■0,90.1296D-13910.146210,15310.15810.1C770.17480.1S19L。QJM3業(yè)14380.15100.15820.16300.17250.17970.1B69,1.2514370,15330.1&優(yōu)0.16780.17260.網(wǎng)30.18950.1S681L350.1507電1的40.16770.17500,1799fr.1S&6a的肺0.2042I

L秋0.40.80,0951d10750,1074◎115$0.11360.12210/11980.12840,1240◎13260-13230/14090.13$5- 0.U72。二4470.15350.750.11370.12220,1粕5d1348回1說LW750115郎0.16010.1200;81285仇13490.1412Q.1455值15400.解妙0.1667L00.1242!113第0.13910.1455仇14辨0.J5830.1647C.17110.13260.14120.14760-1541&15S40-16700.17340.1793L35L50.13S60.14520.14750.1539S]540&】6040.1605。門6690.16480.1713Q17350,1SOO0,18000.18650,1864a1930|注：同表A.0.1注。A.0.4常用構(gòu)配件與材料、人員的自重，可按表A.0.4取用。表A.0.4常用構(gòu)配件與材料、人員的自重名稱單位自重褥注扣件：直角扣件旋轉(zhuǎn)扣件對(duì)接扣件N/個(gè)13.21446IS.4人N的。?85。荻漿車、葩車kN/ffl2.04?250普通傳EMrmnXl157nmX53mmkN/ms11E79684塊/m3,潮灰砂殘kN/卻18砂r石■灰=9218贊 150mmX1SOmniXSimnkN/W17.65556塊/面陶瓷馬賽克&=5mmkN/m》0.12石灰砂漿，混合砂漿kN/m317).一水誕砂漿kN/ir?20素混凝土kN/n?22-21加氣睡與kN/塊5.5-7.5泡沫混凝土kN/u?4?6A.0.5敞開式單排、雙排、滿堂腳手架與滿堂支撐架的擋風(fēng)系數(shù)①值，可按表A.0.5取用。

表A.0.5敞開式單排、雙排、滿堂腳手架與滿堂支撐架的擋風(fēng)系數(shù)①值步距（1715縱距值）Q,40.6仇750.9L2L31.35L51.S2.00.600,2600.2120.1930.1800-173o7m①1600.158]0,1540.1桔0.14+0.750.241QJB20-1730J610.154o.W0.14151390,125Q.1羽0.1250.900,2280.18010.161口,1430.141!0,1320.1250.1260.1ZZ0.1150.112L0504219①171；Q1510.U80.1321Q.1220J190-H7d113①1060.1031.200.2120.1640.1440,U20.12510.1150,1120.1100.0,0990.096L35也加731580.139*1260.1200.1100.106d1050.1000.0940-09；L,500.2020.154。門ms0.1220-1150.1060.1020.1000.0360.090氏0B61.600.2000.1520.1320.1190-1130.103041000.0980.0940.0870.084L80Q,19590.U20128d1150.W90.099氏096口0940.050以0830.瞅12.(X)0,19270.1440,125Q1420,1060.096a092出網(wǎng)0.0860.0800,077注：,48.3x3.6鋼管。A.0.6軸心受壓構(gòu)件的穩(wěn)定系數(shù)甲（Q235鋼）應(yīng)符合表A.0.6的規(guī)定。表A.0.6軸心受壓構(gòu)件的穩(wěn)定系數(shù)①（Q235鋼）A012345678&Q1.0000.997口.ggsCL9920.加。0,9E7d9時(shí)0.網(wǎng)0.5790.976100」9740,鐘】0.就&d@660.920.9600.9580.9550.3520.949206947*9440,9口0.9381936O.9330.930d9270.9240.921300.9180.9150.91269Q9Q.9060,903o.阿0.8960,的340。&8fi60.fi520.8790.8750.87?th868日蜘.0.8610S58a.s&&50①852①邨0,跳6仇843仇卿仇8360.332d82G0.8然0.8226。0.8180.814o.eia0.80€0.S02仇7970,7930.7890.7出0.77970(J.775仇7700.7550.760《17550.75-06T44口739比7330,728

蒯0.722a.716G,71010.704O.69Wft632Q.6860.6800.6730l66T900.661d6S40.64A10.6410.634ftS560.61&伍6030.5951000-5聘以5和0,5730.566Q,55885610.5440.53?Q.5300.523110d5160,B090.5慎0.4960-4890.4830.4760.4700.4640,458120。?必20.4460.4400.4340,42