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1、附录A梁板一体化构件标记规则A.0.1梁板体化构件按两侧肋梁的截面形式分为A型、B型、C型。A型两侧肋梁均为全宽度梁；B型一侧肋梁为半宽度梁、另一侧肋梁为全宽度梁；C型两侧肋梁均为半宽度梁。c)C型图AOl预制混凝土梁板一体化构件截面形式示意1肋梁12肋梁23平板tl平板厚度B标志宽度bl肋梁1宽度hl肋梁1高度b2肋梁2宽度h2肋梁2高度A.0.2梁板一体化构件按构件材料组合方式分为预制钢筋混凝土梁板一体化构件、预制预应力钢筋混凝土梁板一体化构件、预制型钢混凝土梁板一体化构件。预制钢筋混凝土梁板一体化构件的代号为FC预制预应力钢筋混凝土梁板一体化构件的代号为FCY,预制型钢混凝土梁板一体化构
2、件的代号为FCX,A.0.3预制混凝土梁板体化构件的标记由名称、标志长度、标志宽度、截面形式组成，其表示方法如下：1预制钢筋混凝土梁板一体化构件构件编号截面形式标志宽度（IoOmm进位）标志长度（IOomm进位）预制钢筋混凝土梁板体化构件2预制预应力钢筋混凝土梁板体化构件构件编号截面形式标志宽度（IOomm进位）标志长度（IOomm进位）便制预应力钢筋混凝上梁板体化构件3预制型钢混凝土梁板体化构件构件编号檄面形式标志宽度（K）Omm进位）标忐氏度（K）Omm进位）预制型钢混凝上梁板林化构件A.0.3标记示例示例1：标志长度5000mm,标志宽度2400mm,并以A代表两侧凸缘均为全梁，构件编号
3、为5的预制钢筋混凝土梁板一体化构件标记为：FC5024-A5.示例2：标志长度9600mm,标志宽度2400mm,并以B代表一侧凸缘为半梁、另一侧凸缘为全梁,构件编号为10的预制预应力钢筋混凝土梁板一体化构件标记为：FCY9624-B10o示例3：标志长度9600mm,标志宽度3000mm,并以C代表两侧凸缘均为半梁，构件编号为10的预制型钢混凝土梁板一体化构件标记为：FCX9630-C10),Mx0=max(MXMJ)0表B.2.3四边简支板弯矩及挠度系数（单缝）长宽比最大弯矩系数最大挠度弯矩示意图Iylk跨中MX跨中My系数f1.00.05750.02140.006341.10.06500
4、.02370.007131.20.07200.02570.00786I-1.30.07850.02750.00854MyLMX111.40.08440.02890.009161.50.0898().03030.009721.60.09460.03140.01022Ill1.70.099()0.03230.01068IX1.80.10280.03310.0110811.90.10630.03380.011442.00.10940.03430.01176表B24四边简支板弯矩及挠度系数（双缝）长宽比最大弯矩系数最大挠度系数/弯矩示意图IylIX跨中Mx跨中My1.00.05310.01350.00
5、5591.10.05900.01330.006291.20.06540.01510.00695IIIIIIIIIII、1.30.07130.01680.00756MyLMx.IIIImIII11.40.07680.01840.00813My?LMx21.50.08170.02000.008661.60.08620.02150.009141.70.09030.02290.00959IX1.80.09400.02410.009991.90.09730.02540.010362.00.10020.02640.01069注：Mx=max(MxisMx2)，My=max(My1、M)表B25短边简支板弯
6、矩及挠度系数表（单缝）长宽比最大弯矩系数最大挠度系数/弯矩示意图跨中MX跨中My支座Mx。支座My01.00.03070.0148-0.0818-0.05500.2I3Mx,=Il1.10.03380.0156-0.0857-0.05520.002311.20.03640.0161-0.0883-0.05540.002441.30.03840.0165-0.0900-0.05550.002551.40.04000.0167-0.0910-0.05560.002631.50.04120.0169-0.0915-0.05570.268m2三,MyLMX2Il1.60.04210.0171-0.09
7、17-0.05580.002721.70.04270.0172-0.（）916-0.05590.275IIIIlHll0lllIIIIllll1.80.04320.0173-0.0914-0.05600.0027711.90.04360.0174-0.0913-0.05610.002782.00.04380.0175-0.0912-0.05620.279注：Mx=max（MX1、MX2），My=max（My1、M），Mx0=max（Mx,Mx2）表B26短边简支板弯矩及挠度系数表（双缝）长宽比最大弯矩系数最大挠度系数，弯矩示意图y跨中M、跨中My支座Mx0支座Myo1.00.03020.010
8、5-0.0776-0.05710.00205Mx,三1.10.03220.0103-0.0804-0.05750.002201.20.03440.0112-0.0829-0.05740.002321.30.03620.0122-0.0847-0.05710.00242MylLMXl1.40.03770.0130-0.0861-0.05670.249Mx；MeLMX2l1.50.03890.0137-0.0871-0.05640.00256MxMxsld1.60.03990.0144-0.0879-0.05610.2601.70.04070.0149-0.0882-0.05590.00264II
9、lILnUlInllInI.My仅-1.80.04140.0154-0.0886-0.05580.002671.90.04190.0158-0.0887-0.05580.002702.00.04240.0162-0.0906-0.05520.00272注：MX=max（MK1、MX2、M3），My=max（My1、My2、My3），Mx0=max（MxlMx?、Mx3）表B.2.7长边简支板弯矩及挠度系数表（单缝）长宽比最大弯矩系数最大挠度系数/弯矩示意图跨中MX跨中My支座Mx。支座My。1.00.02850.74-0.0842-0.06400.254MyP1.10.03450.0093-0
10、.0941-0.06790.003001.20.04000.0112-0.1026-0.07090.003421.30.04510.0128-0.1096-0.07330.00379MX月IIiiiiiiiiiiiiiiiiiiMyLMX1.40.04960.0143-0.1154-0.07510.004121.50.05350.0155-0.12(X)-0.07640.004411.60.05690.0167-0.1235-0.07740.004651.70.05980.0176-0.1263-0.07820.486Iiiiiiiiiiiiiiiiiii仅1.80.06230.0183-0.
11、1284-0.07870.0050311.90.06430.0190-0.1299-0.07920.005172.00.06610.0196-0.1310-0.07950.529表2.8长边简支板弯矩及挠度系数表（双缝）长宽比最大弯矩系数最大挠度系数/y跨中MX跨中My支座Mx0支座My01.00.02380.0086-0.0676-0.06810.001881.10.02850.0112-0.0716-0.07240.002291.20.03380.0119-0.0803-0.07520.002691.30.03860.0122-0.0880-0.07720.003051.40.04300.
12、0125-0.0948-0.07840.3371.50.04690.0126-0.1007-0.07910.003661.60.05030.0127-0.1055-0.07950.3911.70.05330.0127-0.1101-0.07970.004131.80.05580.0127-0.1137-0.07980.004331.90.05790.0126-0.1168-0.07980.4512.00.05980.0126-0.1220-0.07920.00467弯矩示意图Xl M L My.注：MX=max(Mx】、MX2),My=max(My1、My2)，Mx0=max(MxLMx2)表
13、B.2.9邻边简支板弯矩及挠度系数表（单缝）长宽比最大弯矩系数最大挠度系数/弯矩示意图跨中MX跨中My支座Mx0支座My01.00.03670.0186-0.0998-0.07260.3I71.10.04230.0199-0.1078-0.07460.003591.20.04720.0208-0.1142-0.07600.00396MXw1.30.05150.0217-0.H93-0.07700.00427MyLMXl1.40.05530.0224-0.1232-0.07780.004541.50.05850.0228-0.1262-0.07830.477MyziU1.60.06120.023
14、1-0.1285-0.07880.00496Mx=1)JMX21.70.06350.0234-0.1301-0.07910.512ulMy，X1.80.06540.0237-0.1313-0.07940.0052411.90.06690.0239-0.1322-0.07960.005352.00.06820.0240-0.1332-0.07980.00544注：Mx=max(MX1、MX2)，My=max(My1、M)，Mx0=max(Mx,Mx2)表B.20邻边简支板弯矩及挠度系数表（双缝）长宽比最大弯矩系数最大挠度系数/弯矩示意图yx跨中Mx跨中My支座Mx0支座MyO1.00.03680
15、.0122-0.0960-0.07500.00311M=MXqMx3*=1.10.04080.0120-0.1019-0.07780.003471.20.04510.0133-0.1074-0.07940.003791.30.04890.0145-0.H20-0.08020.407MyLMXl1.40.05230.0155-0.1158-0.08060.00431MyLMx:1.50.05520.0166-0.1189-0.08070.451MyLMxj1.60.05770.0176-0.1211-0.08070.004691.70.05990.0184-0.1235-0.08050.00485ulMy/X1.80.06180.0193-0.1251-0.08030.004981.90.06340.0200-0.1265-0.08020.005092.00.06480.0206-0.1304-0.07950.519注：Mx=max(MxKMX2、Mq)，My=max(M，i、My2、Myj)，Mx0=max(MXMX2、Mx3)
