钢筋桁架楼承板图集

1、钢筋桁架楼承板是将楼板中的钢筋在工厂加工成钢筋桁架，并将钢筋桁架与镀锌压型钢板焊接成一体的组合模板。在施工阶段，钢筋桁架楼承板可承受施工荷载，直接铺设到梁上，进行简单的钢筋工程便可浇筑混凝土。由于完全替代了模板功能，减少了模板架设和拆卸工程，大大提高了楼板施工效率。目前被广泛用于多层厂房，多层、高层、超高层钢结构楼宇、各种不规则楼面、混凝土结构、高速铁路等结构和建筑领域。-ri.优点:9F.1、经济:桁架受力模式合理，选材经济，综合造价优势明显。可设计为双向板，可调整桁架高度与钢筋直径，拟适用于跨度较大的楼板。2、便捷:现场钢筋绑扎工作量减少60%70%，更进一步缩短工期。桁架受力模式合理，可

2、以提供更大的楼承板刚度，可大大减少或无需施工用临时支撑。3、安全:力学性能与传统现浇楼板基本等同，抗裂性能好。耐火性能与传统现浇楼板相当，优于压型钢板组合楼板。底模不参与使用阶段受力，不需考虑防火、防腐问题。4、可靠:钢筋排列均匀，上下层钢筋间距及混凝土保护层厚度有可靠保证。楼板的双向刚度相近，有利于建筑物抗震栓钉焊接质量更容易保证。产品构成钢筋桁架楼承板由上弦钢筋、下弦钢筋、腹杆钢筋、底模、支座钢筋构成。日型铜姑桁架楼承極断面图WQ±2产品型号A型和B型是目前主推的钢筋桁架楼承板产品两大类型，A型产品宽度为590mm,B型产品宽度为600mm，两大类型产品的具体型号、尺寸和截面系数

3、等参数，请详见下表。ftt亦】止St.fflttrae径申和#毛瓏严口(rnrn«n堆矩h(吧槎帳佈耐龜工静啟枢莊ttr無供板巌丸捷用齢虞W快".TpAI-70704?r6514阳1Q01,81r$TDM-00SOa.4.652.351.4211101.92.0TDA1-90SO57.061,B371202C2.0TDA1-10010061.772.3051302.02ATDA1-110110fi.4.5.666.472.S261402.1TDA1-12012071Ja3.4011502.12.2TDA3-7O70；&孔吕396T1.294100ta2/6TDA2-

4、S08043.001.7431101.9土召TD29090比4.5.B4&332M9120202gTDA2-10010D49.6T2.842130zaZ.STDAi-110110siohft.442140i.iTDA牛仮120&633mg1502ATDA2-13Q130a5S59.674,941S02.23.0TDA2-14014063.005.8451702.23.2TDA2-1501506B.336763WO2.23.2TDAS-160160反55.B7,740150233.2TM2-170170?5-0Q8,WO2002332TDA9-7070457S嘔MO10025S2

5、TDA.>00BO1»b4.S,K50b；2.2321102.732TDA3-S09054.532.02120293.4TDA3-10010058.913朋0130r3.q缶4TDA3-11011063.304.5071403.23&TDA3J201201X5r667.6a5.4421503.43.6TDA3-13013Q72.07&4651603540TDA3-1401407G.4S7.5761703.6+.flTDA3-15015010.55,8M.M8.775160374.0TDA3*16O160B5.2310.062190740TDA3-17017010

6、.B.B69.6111.4382003B4左TDA-707Q10,4.St1040001.90010Q2.63.2TDA-SO80in4a43.332撫。1102.83JITDA4-90901Wr冋-1fV33661303.136T&A4-10010050.004256i30S.fiTDM-11011010,氐10如,5.251140343.STDA-1201205B.C7150354rOTOA4-13013060.00rasa1603640D心-価i406333a£64170364.0TDA4-1501501U5,51066.6710.2771B03.74左TDA4-160

7、16070.0011.7961Q03.7+.2忻架(ninj节准直植(mm)屮转甘高度¥*(mmjAt性览la(rrtaij握工龄擋删前畅架轉板觀连哎TDAH-17017010.6,1073.3313.4192004.2TDA4-18&18010.&10me?15.1472103.044TDA419Q190B0.C916,9792203再4詞TOA4-20OZQOS3.3315-317Z30394,4TDA4-2105101046,110B56720.959Z4D3944TDA斗煜2022000ooj23.T05250394.4TDA4-25&23010.?h

8、10姑站25SS7560J046TDA5-707050.77|1.531002.630TQA&-6C朋4.5t6阳“2.221102.S3.4TDA5'9Q61,35.4212Q3.03TDA5WO10066.654325130323.*1TDA5-11O110171.945.3361403.43.6TDAS-1201Z012,5.BX7.2斗6454150S.63.6TDA5-13O130B2.53|76?S160373.6TDA514014012,与_5687.8294俯1703.83.8TDA5-5O15093.12JW.4461504.03,8TDAS-ISO16012

9、.Sh8§84111.SB9104.04.0T0A5-170170103,7113,8&Q眈04.Q4.2TDA6*7Q701245in447f»ICOze5-STDAfi'8Oao4B.8B13.1511103.04.0TDA90905J14.1241203.34.2iab12t5.1C57.285.22S150354dTDA6-AW11061.44646&1403.646TDA6-12012065.63j7.8321503.S4,&TDA6-13013012.5.5.1069.S193311604.8TOA6-14OU074.0010.9

10、62170405.0TD隔畑1SQ7B.1912.724104.25.016012,6.1Gsssr14610咖4253TDAB'1701708G5618.643200P4.45.2T0A6-18Q18090.718.82104.45.2TDA6-19016013.6.5L1054.012i0S8220<5B.JTOA6-2Q020099.1223.5082304.65.4TDA6-210210103.3026Q592404百5.mm加32012.7.10107.49?e.T42250405.4TDA6-23Q230111*67SI.55626D405.4TDA7-7Q70U4.

11、5,1240.332.5671QQ2.93.BTDA7-&0ao43.673.5171103.240TDA7-9C12.£1247.004.618120344.2模舸詈高愛mm)上ft桶下罐宜径(rypi)申和粒离度Xnvri)性矩1D(xIIPmm1*1拉厚度(mm)啊连堆TDA7-10Qwo12.S.125C.3358691303.644TDA7-H011063.677.372MO3.946TDA7-12012057.00B8251503.948TDA7-13O1301260.3310.529160404.8TDA7.W014Q«3-671?.3M170&QTDA7-15O1&067.0014.3&91«04.3&.0TDA716C1&012*乩1270.3316S46伽4.4!52TDA7-17017073.671B0533004.55.2TDA7-1BQ19077.0021.3112104甫&.2TDA7-1901&01