工程
名称部 位计 算 式梁端截面0.6*1.717+(0.6+1.1)/2*(0.078+0.088)/2+1.5*0.2 1.40075
m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.25+(0.2+1.1)/2*0.15+
1.5*0.20.8115
m 2梁端截面0.6*2+(0.15+0.326)/2*0.8+(0.2+0.278)/2*0.25+0.2*0.2 1.49015m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.6+(0.15+0.326)/2*1+(
0.2+0.341)/2*0.45+0.2*0.20.883725
m 2梁端截面0.6*2+(0.15+0.294)/2*0.8+(0.2+0.288)/2*0.25+0.2*0.2 1.4786m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.6+(0.15+0.33)/2*1+(0
.2+0.359)/2*0.45+0.2*0.20.889775
m 2第1孔平均梁长L 平=(29.577+29.582+29.587+29.592)/429.5845
m 一端非连续,一端连续一片 1.40075*(1.91225+1.77625)+(1.40075+0.8115)*2.4+0.811
5*(3.1+7.5)*2-0.23*0.35*1.527.559
m 3预制部分横隔
板中隔板((0.51+0.65)*0.2+0.65*1.25+(0.2+0.65)/2*0.15)*2*3*0
.2 1.330
m 3端隔板0.45*1.72*0.2*20.310
m 3第一孔中梁数(27.559+1.33+0.31)*4116.796
m 3平均梁长L 平=29.629.6
m 一端非连续,一端连续一片 1.40075*(1.92+1.784)+(1.40075+0.8115)*2.4+0.8115*(3.
1+7.5)*2-0.23*0.35*1.527.581
m 3预制部分横隔中隔板((0.51+0.65)*0.2+0.65*1.25+(0.2+0.65)/2*0.15)*2*3*0 1.330
m 3端隔板0.45*1.72*0.2*20.310
m 3第2-14孔中梁(27.581+1.33+0.31)*16467.536
m 3平均梁长L 平=29.629.6
m 两端连续一片 1.40075*1.784*2+(1.40075+0.8115)*2.4+0.8115*(3.1+7.5
)*227.511
m 3预制部分横隔中隔板((0.51+0.65)*0.2+0.65*1.25+(0.2+0.65)/2*0.15)*2*3*0 1.330
m 3第2-14孔中梁(27.511+1.33)*361038.276
第1孔内边梁长L 平=29.59729.597
m 一端非连续,一端连续一片 1.49015*(1.9185+1.7825)+(1.49015+0.883725)*2.4+0.883
725*(3.1+7.5)*2-0.23*0.35*1.530.029m 3
内边梁1-14孔1、5、10#墩3道伸缩缝,两端连续中梁共9*4=36片
一片梁中隔板3x2道,两端连续无端隔板
一片梁中隔板3x2道,端隔板1x2道
外边梁第2-14孔中梁共4*4=16片
一片梁中隔板3x2道,端隔板1x2道
1-14孔1、5、10#墩3道伸缩缝,一端非连续,一端连续中梁共5*4=20片
中梁第1孔中梁共4片
梅福塘20-30m桥T梁计算表
数量梁肋:1-14孔
中梁
左幅桥
i%=2,A1=0.078m,A2=0.088,A3=0.141,A4=0.159,B1=0.144m,B2=0.18m,B3=0.176,B4=0.22
1-14孔1、5、10#墩3道伸缩缝,一端非连续,一端连续内边梁5片
预制部分横隔
板中隔板((0.51+0.65)*0.2+0.65*1.259+(0.2+0.65)/2*0.141)*3*0
.20.666
m 3端隔板0.45*1.72*0.20.155
m 3全桥数量(29.827+0.666+0.155)*130.648
m 3第2-14孔内边
梁长L 平=29.629.6
m 一端非连续,一端连续一片 1.49015*(1.92+1.784)+(1.49015+0.883725)*2.4+0.883725
*(3.1+7.5)*2-0.23*0.35*1.529.831
m 3预制部分横隔中隔板((0.51+0.65)*0.2+0.65*1.259+(0.2+0.65)/2*0.141)*3*0
.20.666
m 3端隔板0.45*1.72*0.20.155
m 3全桥数量(29.831+0.666+0.155)*4122.608
m 3第2-14孔内边
梁长L 平=29.629.6
m 两端连续一片 1.49015*1.784*2+(1.49015+0.883725)*2.4+0.883725*(3.1
+7.5)*229.749
m 3预制部分横隔
板中隔板((0.51+0.65)*0.2+0.65*1.259+(0.2+0.65)/2*0.141)*3*0
.20.666
m 3全桥数量(29.749+0.666)*9273.735
m 3第1孔外边梁长L 平=29.57229.572
m 一端非连续,一端连续一片 1.4786*(1.906+1.77)+(1.4786+0.889775)*2.4+0.889775*(
3.1+7.5)*2-0.23*0.35*1.529.862
m 3预制部分横隔
板中隔板((0.51+0.65)*0.2+0.65*1.241+(0.2+0.65)/2*0.159)*3*0
.20.664
m 3端隔板0.45*1.72*0.20.155
m 3全桥数量(29.862+0.664+0.155)*130.681
m 3第2-14孔外边
梁长L 平=29.629.6
m 一端非连续,一端连续一片 1.4786*(1.92+1.784)+(1.4786+0.889775)*2.4+0.889775*(
3.1+7.5)*2-0.23*0.35*1.529.903m 3预制部分横隔
板中隔板((0.51+0.65)*0.2+0.65*1.241+(0.2+0.65)/2*0.159)*3*0
.20.664
m 3端隔板0.45*1.72*0.20.155
m 3全桥数量(30.104+0.664+0.155)*4123.692
m 3
一片梁中隔板3道,一端非连续端隔板1道,两端连续无端隔板
内边梁1-14孔1、5、10#墩3道伸缩缝,一端非连续,一端连续外边梁5片
一片梁中隔板3道,一端非连续端隔板1道,两端连续无端隔板
一片梁中隔板3道,一端非连续端隔板1道,两端连续无端隔板
外边梁2-14孔1、5、10#墩3道伸缩缝,两端连续内边梁9片
一片梁中隔板3道,一端非连续端隔板1道
一片梁中隔板3道,一端非连续端隔板1道
第2-14孔内边梁共4*1=4片
第2-14孔外边梁共4*1=4片
2-14孔1、5、10#墩3道伸缩缝,两端连续外边梁9片
第2-14孔平均
梁长
L 平=29.629.6m 两端连续一片
1.4786*1.784*2+(1.4786+0.889775)*
2.4+0.889775*(
3.1+7.5)*229.823m 3预制部分横隔
板
中隔板
((0.51+0.65)*0.2+0.65*1.241+(0.2+0.65)/2*0.159)*3*0.20.664m 3全桥数量
(29.823+0.664)*9274.383m 3
数量1道中隔板
0.305*2*1.6*0.20.195m 31道端隔板
0.305*2*1.52*0.2+0.305*2*0.55*0.20.253m 3(0.195*75+0.253*10)*468.62m 30.85*2*0.755*2*5+0.4535*2*0.6*616.1m 316.1*16257.6m 30.61*0.2*(29.92-0.35-0.425)*517.778m 30.61*0.2*(30-0.85)*517.782m 317.892*5+17.782*9249.498m 329.92*11.5*0.0827.526m 330*11.5*0.0827.600m 327.526*5+27.6*9386.030m 329.92*11.5*0.134.408m 330*11.5*0.134.500m 334.408*5+34.5*9482.540m 329.92*11.5344.080m 230*11.5345.000m 2344.08*5+345*94825.400m 2梁端截面0.6*1.7165+(0.6+1.1)/2*(0.081+0.086)/2+1.5*0.2 1.400875m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.25+(0.2+1.1)/2*0.15+1.5*0.2
0.8115m 2梁端截面0.6*2+(0.15+0.318)/2*0.8+(0.2+0.281)/2*0.25+0.2*0.2 1.49015m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.6+(0.15+0.326)/2*1+(0.2+0.346)/2*0.45+0.2*0.2
0.88485m 2梁端截面0.6*2+(0.15+0.352)/2*0.8+(0.2+0.286)/2*0.25+0.2*0.2 1.50155m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.6+(0.15+0.34)/2*1+(0.2+0.355)/2*0.45+0.2*0.2
0.893875m 2平均梁长L 平=(29.616+29.613+29.609+29.606)/429.611
m 一端非连续,一端连续一片 1.400875*(1.9255+1.7895)+(1.400875+0.8115)*2.4+0.8115*(3.1+7.5)*2-0.23*0.35*1.527.597m 3
中跨防水层
1~14孔防水层
中梁梁肋:15孔
i%=1,A1=0.081m,A2=0.086,A3=0.146,A4=0.155,B1=0.152m,B2=0.19m,B3=0.168,B4=0.21
一片梁中隔板3道,一端非连续端隔板1道,两端连续无端隔板内边梁外边梁1~14孔边跨湿接缝5孔,中跨湿接缝9孔,每孔湿接缝5条中跨湿接缝
现浇部分横隔板
一片梁中隔板3道,一端非连续端隔板1道,两端连续无端隔板第一联中隔板5*5*3=75道,端隔板2*5=10道,第二联中隔板5*5*3=75道,端隔板2*5=10道,第三联中隔板5*5*3=75道,端隔板2*5=10道,第四联中隔板左福横隔板
现浇墩顶中横梁
1~20孔现浇墩顶中横梁16个1道墩顶中横梁
现浇部分湿接缝
1~20孔现浇墩顶
1~14孔调平层
边跨调平层
中跨调平层
1~14孔湿接缝
边跨湿接缝
1~14孔调平层中跨9跨,边跨5跨边跨沥青混凝土
中跨沥青混凝土
1~14孔沥青混凝土
边跨防水层
1~14孔调平层
15孔一端非连续,一端连续中梁共4片
.2端隔板0.45*1.72*0.2*20.310
m 3中梁数量(27.597+1.33+0.31)*4116.948
m 3平均梁长L 平=29.60229.602
m 一端非连续,一端连续一片 1.49015*(1.921+1.785)+(1.49015+0.88485)*2.4+0.88485*
(3.1+7.5)*2-0.23*0.35*1.529.861
m 3预制部分横隔
板中隔板((0.51+0.65)*0.2+0.65*1.259+(0.2+0.65)/2*0.141)*3*0
.20.666
m 3端隔板0.45*1.72*0.20.155
m 3全桥数量(29.861+0.666+0.155)*130.682
m 3平均梁长L 平=29.62029.62
m 一端非连续,一端连续一片 1.50155*(1.93+1.794)+(1.50155+0.893875)*2.4+0.893875
*(3.1+7.5)*2-0.23*0.35*1.530.170
m 3预制部分横隔
板中隔板((0.51+0.65)*0.2+0.65*1.259+(0.2+0.65)/2*0.141)*3*0
.20.666
m 3端隔板0.45*1.72*0.20.155
m 3全桥数量(30.17+0.666+0.155)*130.991
m 30.61*0.2*(30.011-0.08-0.35-0.425)*517.785m 317.834*117.834m 3(30.011-0.08)*11.5*0.0827.537m 3(30.011-0.08)*11.5*0.134.421m 3(30.011-0.08)*11.5344.207m 2梁端截面0.6*1.717+(0.6+1.1)/2*0.083+1.5*0.2 1.40075
m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.25+(0.2+1.1)/2*0.15+
1.5*0.20.8115
m 2梁端截面0.6*2+(0.15+0.31)/2*0.8+(0.2+0.281)/2*0.25+0.2*0.2 1.484125m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.6+(0.15+0.35)/2*1+(0
.2+0.35)/2*0.45+0.2*0.20.89775
m 2梁端截面0.6*2+(0.15+0.31)/2*0.8+(0.2+0.283)/2*0.25+0.2*0.2 1.484375m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.6+(0.15+0.35)/2*1+(0
.2+0.35)/2*0.45+0.2*0.20.89775
m 2平均梁长L 平=(29.655+29.643+29.631+29.619)/429.637
m 一端非连续,一端连续一片 1.40075*(1.9385+1.8025)+(1.40075+0.8115)*2.4+0.8115*
(3.1+7.5)*2-0.23*0.35*1.527.633m 3
15孔湿接缝15孔调平层内边梁外边梁16孔一端非连续,一端连续中梁共4片
梁肋:16孔
i%=0,A1=0.083m,A2=0.083,A3=0.15,A4=0.15,B1=0.16m,B2=0.2m,B3=0.16,B4=0.20
中梁15孔边跨防水层15孔边跨沥青混凝土15孔调平层边跨1跨
15孔边跨调平层15孔1道伸缩缝,一端非连续,一端连续内边梁1片
一片梁中隔板3道,一端非连续端隔板1道,两端连续无端隔板
一片梁中隔板3道,一端非连续端隔板1道,两端连续无端隔板
现浇部分湿接缝15孔边跨湿接缝1孔,每孔湿接缝5条
内边梁外边梁15孔1道伸缩缝,一端非连续,一端连续外边梁1片
边跨湿接缝
.2端隔板0.45*1.72*0.2*20.310
m 3中梁数量(27.633+1.33+0.31)*4117.092
m 3平均梁长L 平=29.60829.608
m 一端非连续,一端连续一片 1.484125*(1.924+1.788)+(1.484125+0.89775)*2.4+0.8977
5*(3.1+7.5)*2-0.23*0.35*1.530.137
m 3预制部分横隔
板中隔板((0.51+0.65)*0.2+0.65*1.259+(0.2+0.65)/2*0.141)*3*0
.20.666
m 3端隔板0.45*1.72*0.20.155
m 3全桥数量(30.137+0.666+0.155)*130.958
m 3平均梁长L 平=29.66729.667
m 一端非连续,一端连续一片 1.484375*(1.9535+1.8175)+(1.484375+0.89775)*2.4+0.89
775*(3.1+7.5)*2-0.23*0.35*1.530.226
m 3预制部分横隔
板中隔板((0.51+0.65)*0.2+0.65*1.259+(0.2+0.65)/2*0.141)*3*0
.20.666
m 3端隔板0.45*1.72*0.20.155
m 3全桥数量(30.226+0.666+0.155)*131.047
m 30.61*0.2*(30.037-0.08-0.35-0.425)*517.801m 317.801*117.801m 3(30.037-0.08)*11.5*0.0827.560m 3(30.037-0.08)*11.5*0.134.451m 3(30.037-0.08)*11.5344.506m 2梁端截面0.6*1.717+(0.6+1.1)/2*0.083+1.5*0.2 1.40075
m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.25+(0.2+1.1)/2*0.15+
1.5*0.20.8115
m 2梁端截面0.6*2+(0.15+0.294)/2*0.8+(0.2+0.288)/2*0.25+0.2*0.2 1.4786m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.6+(0.15+0.33)/2*1+(0
.2+0.359)/2*0.45+0.2*0.20.889775
m 2梁端截面0.6*2+(0.15+0.326)/2*0.8+(0.2+0.278)/2*0.25+0.2*0.2 1.49015m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.6+(0.15+0.37)/2*1+(0
.2+0.38)/2*0.45+0.2*0.20.9145
m 2平均梁长L 平=(29.694+29.674+29.653+29.633)/429.6635
m 两端连续一片 1.40075*1.8158*2+(1.40075+0.8115)*2.4+0.8115*(3.1+7.
5)*227.600
m 3
16孔边跨沥青混凝土16孔边跨防水层中梁17孔两端连续中梁共4片
16孔湿接缝16孔调平层16孔调平层边跨1跨
16孔边跨调平层现浇部分湿接缝16孔边跨湿接缝1孔,每孔湿接缝5条
边跨湿接缝内边梁外边梁内边梁16孔1道伸缩缝,一端非连续,一端连续内边梁1片
一片梁中隔板3道,一端非连续端隔板1道,两端连续无端隔板
外边梁16孔1道伸缩缝,一端非连续,一端连续外边梁1片
一片梁中隔板3道,一端非连续端隔板1道,两端连续无端隔板
梁肋:17孔
i%=-2,A1=0.088m,A2=0.078,A3=0.159,A4=0.141,B1=0.176m,B2=0.22m,B3=0.144,B4=0.18
中梁
预制部分横隔
板中隔板((0.51+0.65)*0.2+0.65*1.25+(0.2+0.65)/2*0.15)*2*3*0
.2 1.330
m 3中梁数量(27.6+1.33)*4115.720
m 3平均梁长L 平=29.61329.613
m 两端连续一片 1.4786*1.7905*2+(1.4786+0.89775)*2.4+0.89775*(3.1+7.
5)*230.030m 3预制部分横隔
板中隔板((0.51+0.65)*0.2+0.65*1.259+(0.2+0.65)/2*0.141)*3*0
.20.666
m 3全桥数量(30.03+0.666)*130.696
m 3平均梁长L 平=29.71429.714
m 两端连续一片 1.49015*1.841*2+(1.49015+0.9145)*2.4+0.9145*(3.1+7.5)*2
30.645
m 3预制部分横隔
板中隔板((0.51+0.65)*0.2+0.65*1.259+(0.2+0.65)/2*0.141)*3*0
.20.666
m 3全桥数量(30.645+0.666)*131.311
m 30.61*0.2*(30.064-0.85)*517.821m 317.821*117.821m 330.064*11.5*0.0827.659m 330.064*11.5*0.134.574m 330.064*11.5345.736m 2梁端截面0.6*1.717+(0.6+1.1)/2*0.083+1.5*0.2 1.40075
m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.25+(0.2+1.1)/2*0.15+
1.5*0.20.8115
m 2梁端截面0.6*2+(0.15+0.294)/2*(0.8+(0.037+0.039)/2)+(0.2+0.28
8)/2*0.25+0.2*0.2 1.487036
m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.6+(0.15+0.33)/2*(1+0
.049)+(0.2+0.359)/2*0.45+0.2*0.20.901535
m 2梁端截面0.6*2+(0.15+0.326)/2*(0.8-
(0.037+0.039)/2)+(0.2+0.278)/2*0.25+0.2*0.2 1.481106m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.6+(0.15+0.37)/2*(1-
0.049)+(0.2+0.341)/2*0.45+0.2*0.20.892985
m 2平均梁长L 平=(29.733+29.704+29.675+29.647)/429.68975
m 两端连续一片 1.40075*1.8289*2+(1.40075+0.8115)*2.4+0.8115*(3.1+7.
5)*227.637
m 3
预制部分横隔
板外边梁17孔中跨湿接缝1孔,每孔湿接缝5条
17孔调平层中跨1跨
17孔两端连续外边梁1片
一片梁中隔板3道,一端非连续端隔板1道,两端连续无端隔板
17孔中跨沥青混凝土17孔中跨防水层17孔湿接缝17孔调平层现浇部分湿接缝17孔两端连续内边梁1片
梁肋:18孔
i%=-2,A1=0.088m,A2=0.078,A3=0.159,A4=0.141,B1=0.176m,B2=0.22m,B3=0.144,B4=0.18,A1'=0.037、A1=0.049、A1''=0.039,A2'=-0.037、A1=-0.049、A1''=-0.039,
外边梁中梁18孔两端连续中梁共4片
一片梁中隔板3x2道,无端隔板17孔中跨调平层中梁内边梁中梁一片梁中隔板3x2道,无端隔板
内边梁一片梁中隔板3道,两端连续无端隔板
中跨湿接缝
平均梁长L 平=29.61829.618
m 两端连续一片 1.4787036*1.793*2+(1.4787036+0.901535)*2.4+0.901535*(3.1+7.5)*2
30.128
m 3预制部分横隔
板中隔板((0.51+0.65)*0.2+0.65*1.259+(0.2+0.65)/2*0.141)*3*0
.20.666
m 3全桥数量(30.128+0.666)*130.794
m 3平均梁长L 平=29.76229.762
m 两端连续一片 1.481106*1.865*2+(1.481106+0.892985)*2.4+0.892985*(3
.1+7.5)*230.154m 3预制部分横隔
板中隔板((0.51+0.65)*0.2+0.65*1.259+(0.2+0.65)/2*0.141)*3*0
.20.666
m 3全桥数量(30.154+0.666)*130.82
m 30.61*0.2*(30.09-0.85)*517.836m 317.836*117.836m 330.09*11.5*0.0827.683m 330.09*11.5*0.134.604m 330.09*11.5346.035m 2梁端截面0.6*1.7165+(0.6+1.1)/2*0.0825+1.5*0.2 1.400025m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.25+(0.2+1.1)/2*0.15+
1.5*0.20.8115
m 2梁端截面0.6*2+(0.15+0.286)/2*(0.8+(0.046+0.05)/2)+(0.2+0.291
)/2*0.25+0.2*0.2 1.486239
m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.6+(0.15+0.32)/2*(1+0
.064)+(0.2+0.364)/2*0.45+0.2*0.20.90094
m 2梁端截面0.6*2+(0.15+0.334)/2*(0.8-
(0.046+0.05)/2)+(0.2+0.276)/2*0.25+0.2*0.2 1.481484m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.6+(0.15+0.38)/2*(1-
0.064)+(0.2+0.337)/2*0.45+0.2*0.20.892865
m 2平均梁长L 平=(29.772+29.735+29.698+29.66)/429.71625
m 两端连续一片 1.40025*1.8421*2+(1.40025+0.8115)*2.4+0.8115*(3.1+7.
5)*227.671
m 3
预制部分横隔
板18孔中跨沥青混凝土18孔中跨防水层18孔调平层18孔调平层中跨1跨
18孔中跨调平层现浇部分湿接缝18孔中跨湿接缝1孔,每孔湿接缝5条
18孔湿接缝内边梁18孔两端连续内边梁1片
一片梁中隔板3道,两端连续无端隔板
外边梁18孔两端连续外边梁1片
一片梁中隔板3道,一端非连续端隔板1道,两端连续无端隔板
中跨湿接缝一片梁中隔板3x2道,无端隔板梁肋:19孔
i%=-3,A1=0.091m,A2=0.076,A3=0.164,A4=0.137,B1=0.184m,B2=0.23m,B3=0.136,B4=0.17,A1'=0.046、A1=0.064、A1''=0.05,A2'=-0.046、A1=-0.064、A1''=-0.05,
中梁内边梁外边梁中梁19孔两端连续中梁共4片
平均梁长L 平=29.62329.623
m 两端连续一片 1.486239*1.8421*2+(1.486239+0.90094)*2.4+0.90094*(3.1+7.5)*2
30.305
m 3预制部分横隔
板中隔板((0.51+0.65)*0.2+0.65*1.259+(0.2+0.65)/2*0.141)*3*0
.20.666
m 3全桥数量(30.305+0.666)*130.971
m 3平均梁长L 平=29.80929.809
m 两端连续一片 1.481484*1.8885*2+(1.481484+0.892865)*2.4+0.892865*(
3.1+7.5)*230.223m 3预制部分横隔
板中隔板((0.51+0.65)*0.2+0.65*1.259+(0.2+0.65)/2*0.141)*3*0
.20.666
m 3全桥数量(30.223+0.666)*130.889
m 30.61*0.2*(30.116-0.85)*517.852m 317.852*117.852m 330.116*11.5*0.0827.707m 330.116*11.5*0.134.633m 330.116*11.5346.334m 2梁端截面0.6*1.7165+(0.6+1.1)/2*0.0825+1.5*0.2 1.400025m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.25+(0.2+1.1)/2*0.15+
1.5*0.20.8115
m 2梁端截面0.6*2+(0.15+0.286)/2*(0.8+(0.06+0.062)/2)+(0.2+0.291
)/2*0.25+0.2*0.2 1.489073
m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.6+(0.15+0.32)/2*(1+0
.081)+(0.2+0.364)/2*0.45+0.2*0.20.904935
m 2梁端截面0.6*2+(0.15+0.334)/2*(0.8-
(0.06+0.062)/2)+(0.2+0.276)/2*0.25+0.2*0.2 1.478338m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.6+(0.15+0.38)/2*(1-
0.081)+(0.2+0.337)/2*0.45+0.2*0.20.88836
m 2平均梁长L 平=(29.811+29.765+29.72+29.674)/429.7425
m 两端连续一片 1.40025*(1.9913+1.8553)+(1.40025+0.8115)*2.4+0.8115*
(3.1+7.5)*2-0.23*0.35*1.527.777
m 3
预制部分横隔
板19孔中跨沥青混凝土19孔调平层19孔中跨防水层i%=-3,A1=0.091m,A2=0.076,A3=0.164,A4=0.137,B1=0.184m,B2=0.23m,B3=0.136,B4=0.17,A1'=0.06、A1=0.081、A1''=0.062,A2'=-0.06、A1=-0.081、A1''=-0.062,
中梁内边梁外边梁中梁20孔一端非连续,一端连续中梁共4片
一片梁中隔板3x2道,端隔板1x2道梁肋:20孔
19孔调平层中跨1跨
19孔中跨调平层现浇部分湿接缝19孔中跨湿接缝1孔,每孔湿接缝5条
中跨湿接缝19孔湿接缝内边梁19孔两端连续内边梁1片
一片梁中隔板3道,两端连续无端隔板
外边梁19孔两端连续外边梁1片
一片梁中隔板3道,一端非连续端隔板1道,两端连续无端隔板
中隔板((0.51+0.65)*0.2+0.65*1.25+(0.2+0.65)/2*0.15)*2*3*0
.2
1.330m 3端隔板0.45*1.72*0.2*2
0.310m 3中梁数量(27.777+1.33+0.31)*4
117.668m 3平均梁长
L 平=29.62929.629m 一端非连续,一端连续一片 1.489073*(1.7985+1.9345)+(1.489073+0.904935)*2.4+0.9
04935*(3.1+7.5)*2-0.23*0.35*1.5
30.368m 3预制部分横隔板
中隔板((0.51+0.65)*0.2+0.65*1.259+(0.2+0.65)/2*0.141)*3*0.2
0.666m 3端隔板0.45*1.72*0.2
0.155m 3全桥数量(30.368+0.666+0.155)*1
31.189m 3平均梁长
L 平=29.85629.856m 一端非连续,一端连续一片 1.478338*(1.912+2.048)+(1.478338+0.88836)*2.4+0.8883
6*(3.1+7.5)*2-0.23*0.35*1.530.247m 3预制部分横隔中隔板((0.51+0.65)*0.2+0.65*1.259+(0.2+0.65)/2*0.141)*3*0.2
0.666m 3端隔板0.45*1.72*0.2
0.155m 3全桥数量(30.247+0.666+0.155)*1
31.068m 30.61*0.2*(30.143-0.08-0.35-0.425)*5
17.866m 317.866*1
17.866m 3(30.143-0.08)*11.5*0.08
27.658m 3(30.143-0.08)*11.5*0.1
34.572m 3(30.143-0.08)*11.5
345.725m 23549.071m 3682.728m 3551.833m 3689.794m 36897.942m 2
工程名称部 位计 算 式梁端截面0.6*1.717+(0.6+1.1)/2*(0.078+0.088)/2+1.5*0.2 1.40075
m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.25+(0.2+1.1)/2*0.15+1.5*0.2
0.8115m 2梁端截面0.6*2+(0.15+0.326)/2*0.8+(0.2+0.278)/2*0.25+0.2*0.2 1.49015m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.6+(0.15+0.326)/2*1+(0.2+0.341)/2*0.45+0.2*0.20.883725m 2
左幅T梁沥青混凝土
左幅T梁防水层20孔边跨沥青混凝土20孔边跨防水层20孔调平层内边梁20孔一端非连续,一端连续内边梁1片
左幅T梁现浇小计
左幅T梁铺装及调平层C50
中梁内边梁梅福塘20-30m桥T梁计算表
数量梁肋:1-14孔
20孔调平层边跨1跨
20孔边跨调平层现浇部分湿接缝20孔边跨湿接缝1孔,每孔湿接缝5条
边跨湿接缝20孔湿接缝一片梁中隔板3道,两端连续无端隔板外边梁20孔两端连续外边梁1片
一片梁中隔板3道,两端连续无端隔板中梁
i%=2,A1=0.078m,A2=0.088,A3=0.141,A4=0.159,B1=0.144m,B2=0.18m,B3=0.176,B4=0.22
右幅桥
左幅T梁小计
梁端截面0.6*2+(0.15+0.294)/2*0.8+(0.2+0.288)/2*0.25+0.2*0.2 1.4786m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.6+(0.15+0.33)/2*1+(0
.2+0.359)/2*0.45+0.2*0.20.889775
m 2第1孔平均梁长L 平=(29.608+29.613+29.618+29.623)/429.6155
m 一端非连续,一端连续一片 1.40075*(1.9127755+1.79175)+(1.40075+0.8115)*2.4+0.8
115*(3.1+7.5)*2-0.23*0.35*1.527.582
m 3预制部分横隔
板中隔板((0.51+0.65)*0.2+0.65*1.25+(0.2+0.65)/2*0.15)*2*3*0
.2 1.330
m 3端隔板0.45*1.72*0.2*20.310
m 3第一孔中梁数
量(27.582+1.33+0.31)*4116.888
m 3平均梁长L 平=29.629.6
m 一端非连续,一端连续一片 1.40075*(1.92+1.784)+(1.40075+0.8115)*2.4+0.8115*(3.
1+7.5)*2-0.23*0.35*1.527.581
m 3预制部分横隔
板中隔板((0.51+0.65)*0.2+0.65*1.25+(0.2+0.65)/2*0.15)*2*3*0
.2 1.330
m 3端隔板0.45*1.72*0.2*20.310
m 3第2-14孔中梁
数量(27.581+1.33+0.31)*16467.536
m 3平均梁长L 平=29.629.6
m 两端连续一片 1.40075*1.784*2+(1.40075+0.8115)*2.4+0.8115*(3.1+7.5
)*227.511
m 3预制部分横隔
板中隔板((0.51+0.65)*0.2+0.65*1.25+(0.2+0.65)/2*0.15)*2*3*0
.2 1.330
m 3第2-14孔中梁
数量(27.511+1.33)*361038.276
m 3第1孔内边梁长L 平=29.60329.603
m 一端非连续,一端连续一片 1.49015*(1.9215+1.7855)+(1.49015+0.883725)*2.4+0.883
725*(3.1+7.5)*2-0.23*0.35*1.529.836
m 3预制部分横隔
板中隔板((0.51+0.65)*0.2+0.65*1.259+(0.2+0.65)/2*0.141)*3*0
.20.666
m 3端隔板0.45*1.72*0.20.155
m 3全桥数量(29.836+0.666+0.155)*130.657
m 3
外边梁中梁1-14孔1、5、10#墩3道伸缩缝,一端非连续,一端连续中梁共5*4=20片
第1孔中梁共4片
一片梁中隔板3x2道,端隔板1x2道
第2-14孔中梁共4*4=16片
一片梁中隔板3x2道,端隔板1x2道
1-14孔1、5、10#墩3道伸缩缝,两端连续中梁共9*4=36片
一片梁中隔板3x2道,两端连续无端隔板
1-14孔1、5、10#墩3道伸缩缝,一端非连续,一端连续内边梁5片
一片梁中隔板3道,一端非连续端隔板1道
第2-14孔内边梁共4*1=4片
第2-14孔内边
梁长
L平=29.629.6m
一端非连续,一端连续一片1.49015*(1.92+1.784)+(1.49015+0.883725)*2.4+0.883725
*(3.1+7.5)*2-0.23*0.35*1.5
29.831m3
预制部分横隔板
中隔板((0.51+0.65)*0.2+0.65*1.259+(0.2+0.65)/2*0.141)*3*0
.2
0.666m3
端隔板0.45*1.72*0.20.155m3全桥数量(29.831+0.666+0.155)*4122.608m3
第2-14孔内边
梁长
L平=29.629.6m
两端连续一片1.49015*1.784*2+(1.49015+0.883725)*2.4+0.883725*(3.1
+7.5)*2
29.749m3
预制部分横隔板
中隔板((0.51+0.65)*0.2+0.65*1.259+(0.2+0.65)/2*0.141)*3*0
.2
0.666m3
全桥数量(29.749+0.666)*9273.735m3第1孔外边梁长L平=29.62829.628m
一端非连续,一端连续一片1.4786*(1.934+1.798)+(1.4786+0.889775)*2.4+0.889775*
(3.1+7.5)*2-0.23*0.35*1.5
29.945m3
预制部分横隔板
中隔板((0.51+0.65)*0.2+0.65*1.241+(0.2+0.65)/2*0.159)*3*0
.2
0.664m3
端隔板0.45*1.72*0.20.155m3全桥数量(29.945+0.664+0.155)*130.764m3
第2-14孔外边
梁长
L平=29.629.6m
一端非连续,一端连续一片1.4786*(1.92+1.784)+(1.4786+0.889775)*2.4+0.889775*(
3.1+7.5)*2-0.23*0.35*1.5
29.903m3
预制部分横隔板
中隔板((0.51+0.65)*0.2+0.65*1.241+(0.2+0.65)/2*0.159)*3*0
.2
0.664m3
端隔板0.45*1.72*0.20.155m3全桥数量(30.104+0.664+0.155)*4123.692m3
第2-14孔平均
梁长
L平=29.629.6m
两端连续一片1.4786*1.784*2+(1.4786+0.889775)*2.4+0.889775*(3.1+7
.5)*2
29.823m3
预制部分横隔板
中隔板((0.51+0.65)*0.2+0.65*1.241+(0.2+0.65)/2*0.159)*3*0
.2
0.664m3
内边
梁
一片梁中隔板3道,一端非连续端隔板1道
2-14孔1、5、10#墩3道伸缩缝,两端连续内边梁9片
一片梁中隔板3道,一端非连续端隔板1道,两端连续无端隔板
外边梁1-14孔1、5、10#墩3道伸缩缝,一端非连续,一端连续外边梁5片
一片梁中隔板3道,一端非连续端隔板1道,两端连续无端隔板第2-14孔外边梁共4*1=4片
一片梁中隔板3道,一端非连续端隔板1道,两端连续无端隔板2-14孔1、5、10#墩3道伸缩缝,两端连续外边梁9片
一片梁中隔板3道,一端非连续端隔板1道,两端连续无端隔板
全桥数量
(29.823+0.664)*9274.383m 3数量1道中隔板0.305*2*1.6*0.20.195
m 31道端隔板0.305*2*1.52*0.2+0.305*2*0.55*0.20.253
m 3(0.195*75+0.253*10)*468.62m 30.85*2*0.755*2*5+0.4535*2*0.6*616.1
m 316.1*16257.6m 30.61*0.2*(29.92-0.35-0.425)*517.778m 30.61*0.2*(30-0.85)*517.782m 317.892*5+17.782*9249.498m 329.92*11.5*0.0827.526m 330*11.5*0.0827.600m 327.526*5+27.6*9386.030m 329.92*11.5*0.134.408m 330*11.5*0.134.500m 334.408*5+34.5*9482.540m 329.92*11.5344.080m 230*11.5345.000m 2344.08*5+345*94825.400m 2梁端截面0.6*1.717+(0.6+1.1)/2*(0.078+0.088)/2+1.5*0.2 1.40075
m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.25+(0.2+1.1)/2*0.15+
1.5*0.20.8115
m 2梁端截面0.6*2+(0.15+0.326)/2*0.8+(0.2+0.278)/2*0.25+0.2*0.2 1.49015m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.6+(0.15+0.326)/2*1+(
0.2+0.341)/2*0.45+0.2*0.20.883725
m 2梁端截面0.6*2+(0.15+0.294)/2*0.8+(0.2+0.288)/2*0.25+0.2*0.2 1.4786m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.6+(0.15+0.33)/2*1+(0
.2+0.359)/2*0.45+0.2*0.20.889775
m 2平均梁长L 平=(29.594+29.591+29.587+29.584)/429.589
m 一端非连续,一端连续一片 1.40075*(1.9145+1.7785)+(1.40075+0.8115)*2.4+0.8115*
(3.1+7.5)*2-0.23*0.35*1.527.565
m 3预制部分横隔
板中隔板((0.51+0.65)*0.2+0.65*1.25+(0.2+0.65)/2*0.15)*2*3*0
.2 1.330
m 3端隔板0.45*1.72*0.2*20.310
m 3第15孔中梁数
量(27.565+1.33+0.31)*4116.820
m 3
边跨沥青混凝土中跨沥青混凝土边跨湿接缝中跨湿接缝1~14孔湿接缝1道墩顶中横梁1~20孔现浇墩顶现浇部分湿接缝边跨调平层中跨调平层1~14孔调平层1~14孔调平层1~14孔沥青混凝土边跨防水层中跨防水层1~14孔防水层1~14孔边跨湿接缝5孔,中跨湿接缝9孔,每孔湿接缝5条
第一联中隔板5*5*3=75道,端隔板2*5=10道,第二联中隔板5*5*3=75道,端隔
板2*5=10道,第三联中隔板5*5*3=75道,端隔板2*5=10道,第四联中隔板
左福横隔板现浇墩顶中横梁1~20孔现浇墩顶中横梁16个
1~14孔调平层中跨9跨,边跨5跨
现浇部分横隔板
一片梁中隔板3道,一端非连续端隔板1道,两端连续无端隔板外边梁中梁15孔一端非连续,一端连续中梁共4片
一片梁中隔板3x2道,端隔板1x2道
梁肋:15孔
i%=2,A1=0.078m,A2=0.088,A3=0.141,A4=0.159,B1=0.144m,B2=0.18m,B3=0.176,B4=0.22
中梁内边梁15孔1道伸缩缝,一端非连续,一端连续内边梁1片
一端非连续,一端连续一片 1.49015*(1.919+1.783)+(1.49015+0.883725)*2.4+0.88372
5*(3.1+7.5)*2-0.23*0.35*1.529.828
m 3预制部分横隔
板中隔板((0.51+0.65)*0.2+0.65*1.259+(0.2+0.65)/2*0.141)*3*0
.20.666
m 3端隔板0.45*1.72*0.20.155
m 3全桥数量(29.598+0.666+0.155)*130.419
m 3平均梁长L 平=29.58129.581
m 一端非连续,一端连续一片 1.4786*(1.9105+1.7745)+(1.4786+0.889775)*2.4+0.88977
5*(3.1+7.5)*2-0.23*0.35*1.529.875
m 3预制部分横隔
板中隔板((0.51+0.65)*0.2+0.65*1.259+(0.2+0.65)/2*0.141)*3*0
.20.666
m 3端隔板0.45*1.72*0.20.155
m 3全桥数量(29.875+0.666+0.155)*130.696
m 30.61*0.2*(29.989-0.08-0.35-0.425)*517.772m 317.772*117.772m 3(29.989-0.08)*11.5*0.0827.516m 3(29.989-0.08)*11.5*0.134.395m 3(29.989-0.08)*11.5343.954m 2梁端截面0.6*1.717+(0.6+1.1)/2*(0.078+0.088)/2+1.5*0.2 1.40075
m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.25+(0.2+1.1)/2*0.15+
1.5*0.20.8115
m 2梁端截面0.6*2+(0.15+0.326)/2*0.8+(0.2+0.278)/2*0.25+0.2*0.2 1.49015m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.6+(0.15+0.326)/2*1+(
0.2+0.341)/2*0.45+0.2*0.20.883725
m 2梁端截面0.6*2+(0.15+0.294)/2*0.8+(0.2+0.288)/2*0.25+0.2*0.2 1.4786m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.6+(0.15+0.33)/2*1+(0
.2+0.359)/2*0.45+0.2*0.20.889775
m 2平均梁长L 平=(29.581+29.569+29.557+29.545)/429.563
m 一端非连续,一端连续一片 1.40075*(1.9015+1.7655)+(1.40075+0.8115)*2.4+0.8115*
(3.1+7.5)*2-0.23*0.35*1.527.529
m 3预制部分横隔
板中隔板((0.51+0.65)*0.2+0.65*1.25+(0.2+0.65)/2*0.15)*2*3*0
.2 1.330
m 3端隔板0.45*1.72*0.2*20.310
m 3第16孔中梁数
量(27.529+1.33+0.31)*4116.676
m 3
梁肋:16孔
i%=2,A1=0.078m,A2=0.088,A3=0.141,A4=0.159,B1=0.144m,B2=0.18m,B3=0.176,B4=0.22
中梁内边梁外边梁15孔边跨调平层现浇部分湿接缝15孔边跨湿接缝1孔,每孔湿接缝5条
边跨湿接缝15孔湿接缝15孔边跨沥青混凝土15孔边跨防水层15孔调平层15孔调平层边跨1跨
内边梁一片梁中隔板3道,一端非连续端隔板1道,两端连续无端隔板
外边梁15孔1道伸缩缝,一端非连续,一端连续外边梁1片
一片梁中隔板3道,一端非连续端隔板1道,两端连续无端隔板
中梁16孔一端非连续,一端连续中梁共4片
一片梁中隔板3x2道,端隔板1x2道
16孔1道伸缩缝,一端非连续,一端连续内边梁1片
一端非连续,一端连续一片 1.49015*(1.916+1.78)+(1.49015+0.883725)*2.4+0.883725*(3.1+7.5)*2-0.23*0.35*1.5
29.819
m 3预制部分横隔中隔板((0.51+0.65)*0.2+0.65*1.259+(0.2+0.65)/2*0.141)*3*0
.20.666
m 3端隔板0.45*1.72*0.20.155
m 3全桥数量(29.819+0.666+0.155)*130.64
m 3平均梁长L 平=29.53529.535
m 一端非连续,一端连续一片 1.4786*(1.8875+1.7515)+(1.4786+0.889775)*2.4+0.88977
5*(3.1+7.5)*2-0.23*0.35*1.529.807m 3预制部分横隔中隔板((0.51+0.65)*0.2+0.65*1.259+(0.2+0.65)/2*0.141)*3*0
.20.666
m 3端隔板0.45*1.72*0.20.155
m 3全桥数量(29.807+0.666+0.155)*130.628
m 30.61*0.2*(29.963-0.08-0.35-0.425)*517.756m 317.756*117.756m 3(29.963-0.08)*11.5*0.0827.492m 3(29.963-0.08)*11.5*0.134.365m 3(29.963-0.08)*11.5343.655m 2梁端截面0.6*1.717+(0.6+1.1)/2*(0.078+0.088)/2+1.5*0.2 1.40075
m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.25+(0.2+1.1)/2*0.15+
1.5*0.20.8115
m 2梁端截面0.6*2+(0.15+0.326)/2*0.8+(0.2+0.278)/2*0.25+0.2*0.2 1.49015m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.6+(0.15+0.326)/2*1+(
0.2+0.341)/2*0.45+0.2*0.20.883725
m 2梁端截面0.6*2+(0.15+0.294)/2*0.8+(0.2+0.288)/2*0.25+0.2*0.2 1.4786m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.6+(0.15+0.33)/2*1+(0
.2+0.359)/2*0.45+0.2*0.20.889775
m 2平均梁长L 平=(29.567+29.546+29.526+29.506)/429.53625
m 两端连续一片 1.40075*1.752125*2+(1.40075+0.8115)*2.4+0.8115*(3.1+
7.5)*227.422
m 3预制部分横隔
板中隔板((0.51+0.65)*0.2+0.65*1.25+(0.2+0.65)/2*0.15)*2*3*0
.2 1.330
m 3中梁数量(27.422+1.33)*4115.008
m 3平均梁长L 平=29.58729.587
m 两端连续一片 1.49015*1.7775*2+(1.49015+0.883725)*2.4+0.883725*(3.1+7.5)*2
29.730
m 3
16孔调平层16孔边跨沥青混凝土16孔边跨防水层现浇部分湿接缝16孔边跨湿接缝1孔,每孔湿接缝5条
边跨湿接缝16孔湿接缝内边梁一片梁中隔板3道,一端非连续端隔板1道,两端连续无端隔板
i%=2,A1=0.078m,A2=0.088,A3=0.141,A4=0.159,B1=0.144m,B2=0.18m,B3=0.176,B4=0.22
中梁内边梁外边梁外边梁16孔1道伸缩缝,一端非连续,一端连续外边梁1片
一片梁中隔板3道,一端非连续端隔板1道,两端连续无端隔板
梁肋:17孔
16孔调平层边跨1跨
16孔边跨调平层中梁17孔两端连续中梁共4片
一片梁中隔板3x2道,无端隔板
内边梁17孔两端连续内边梁1片
预制部分横隔板
中隔板((0.51+0.65)*0.2+0.65*1.259+(0.2+0.65)/2*0.141)*3*0.2
0.666m 3
全桥数量29.73+0.666)*130.396m 3平均梁长L 平=29.48629.486m
两端连续一片 1.49015*1.727*2+(1.4786+0.889775)*2.4+0.889775*(3.1+7.5)*229.694m 3
预制部分横隔板
中隔板((0.51+0.65)*0.2+0.65*1.259+(0.2+0.65)/2*0.141)*3*0.2
0.666m 3
全桥数量(29.694+0.666)*130.36m 30.61*0.2*(29.936-0.85)*517.742m 317.742*117.742m 329.936*11.5*0.0827.541m 329.936*11.5*0.134.426m 329.936*11.5344.264m 2梁端截面0.6*1.717+(0.6+1.1)/2*0.083+1.5*0.2 1.40075m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.25+(0.2+1.1)/2*0.15+1.5*0.2
0.8115m 2
梁端截面0.6*2+(0.15+0.294)/2*(0.8+(0.037+0.039)/2)+(0.2+0.288)/2*0.25+0.2*0.2
1.487036m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.6+(0.15+0.33)/2*(1+0.049)+(0.2+0.359)/2*0.45+0.2*0.2
0.901535m 2
梁端截面0.6*2+(0.15+0.326)/2*(0.8-(0.037+0.039)/2)+(0.2+0.278)/2*0.25+0.2*0.2
1.481106m 2
跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.6+(0.15+0.37)/2*(1-0.049)+(0.2+0.341)/2*0.45+0.2*0.2
0.892985m 2
平均梁长L 平=(29.567+29.546+29.526+29.506)/429.53625m
两端连续一片 1.40075*1.7521*2+(1.40075+0.8115)*2.4+0.8115*(3.1+7.5)*2
27.422m 3
预制部分横隔板
中隔板((0.51+0.65)*0.2+0.65*1.25+(0.2+0.65)/2*0.15)*2*3*0.2
1.330m 3
中梁数量(27.422+1.33)*4115.008m 3平均梁长L 平=29.58129.581m
两端连续一片 1.4787036*1.7521*2+(1.4787036+0.901535)*2.4+0.901535*(3.1+7.5)*230.007m 3
预制部分横隔板
i%=2,A1=0.078m,A2=0.088,A3=0.141,A4=0.159,B1=0.144m,B2=0.18m,B3=0.176,B4=0.22,A3'=0.037、A3=0.049、A3''=0.039,A4'=-0.037、A4=-0.049、A4''=-0.039,
中梁内边梁外边梁17孔中跨沥青混凝土17孔中跨防水层17孔湿接缝内边梁一片梁中隔板3道,两端连续无端隔板外边梁17孔两端连续外边梁1片
一片梁中隔板3道,一端非连续端隔板1道,两端连续无端隔板梁肋:18孔
17孔调平层17孔调平层中跨1跨
17孔中跨调平层现浇部分湿接缝17孔中跨湿接缝1孔,每孔湿接缝5条
中跨湿接缝18孔两端连续中梁共4片
一片梁中隔板3x2道,无端隔板内边梁18孔两端连续内边梁1片
一片梁中隔板3道,两端连续无端隔板中梁
中隔板((0.51+0.65)*0.2+0.65*1.259+(0.2+0.65)/2*0.141)*3*0
.20.666
m 3全桥数量(30.007+0.666)*130.673
m 3平均梁长L 平=29.43829.438
m 两端连续一片 1.481106*1.703*2+(1.481106+0.892985)*2.4+0.892985*(3.1+7.5)*2
29.674
m 3预制部分横隔
板中隔板((0.51+0.65)*0.2+0.65*1.259+(0.2+0.65)/2*0.141)*3*0
.20.666
m 3全桥数量(29.674+0.666)*130.34
m 30.61*0.2*(29.936-0.85)*517.742m 317.742*117.742m 329.936*11.5*0.0827.541m 329.936*11.5*0.134.426m 329.936*11.5344.264m 2梁端截面0.6*1.7165+(0.6+1.1)/2*0.0835+1.5*0.2 1.400875m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.25+(0.2+1.1)/2*0.15+
1.5*0.20.8115
m 2梁端截面0.6*2+(0.15+0.334)/2*(0.8+(0.046+0.05)/2)+(0.2+0.276
)/2*0.25+0.2*0.2 1.504716m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.6+(0.15+0.38)/2*(1+0
.064)+(0.2+0.337)/2*0.45+0.2*0.20.926785
m 2梁端截面0.6*2+(0.15+0.286)/2*(0.8-
(0.046+0.05)/2)+(0.2+0.291)/2*0.25+0.2*0.2 1.465311
m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.6+(0.15+0.32)/2*(1-
0.064)+(0.2+0.364)/2*0.45+0.2*0.20.87086
m 2平均梁长L 平=(29.539+29.502+29.465+29.427)/429.48325
m 两端连续一片 1.400875*1.7256*2+(1.400875+0.8115)*2.4+0.8115*(3.1+
7.5)*227.348
m 3预制部分横隔
板中隔板((0.51+0.65)*0.2+0.65*1.25+(0.2+0.65)/2*0.15)*2*3*0
.2 1.330
m 3中梁数量(27.348+1.33+0.31)*4115.952
m 3平均梁长L 平=29.57629.576
m 两端连续一片 1.504716*1.772*2+(1.504716+0.926785)*2.4+0.926785*(3
.1+7.5)*230.677m 3预制部分横隔
板中隔板((0.51+0.65)*0.2+0.65*1.259+(0.2+0.65)/2*0.141)*3*0
.20.666m 3
中跨调平层18孔调平层中跨1跨
18孔中跨中跨调平层现浇部分湿接缝18孔中跨湿接缝1孔,每孔湿接缝5条
中跨湿接缝18孔湿接缝梁
i%=3,A1=0.076m,A2=0.091,A3=0.137,A4=0.164,B1=0.136m,B2=0.17m,B3=0.184,B4=0.23,A1'=0.046、A1=0.064、A1''=0.05,A2'=-0.046、A1=-0.064、A1''=-0.05,
中梁内边梁外边梁外边梁18孔两端连续外边梁1片
一片梁中隔板3道,一端非连续端隔板1道,两端连续无端隔板
梁肋:19孔
18孔中跨沥青混凝土18孔中跨防水层中梁19孔两端连续中梁共4片
一片梁中隔板3x2道,无端隔板
内边梁19孔两端连续内边梁1片
一片梁中隔板3道,两端连续无端隔板
全桥数量(30.677+0.666)*131.343m 3平均梁长L 平=29.3929.39m
两端连续一片 1.465311*1.679*2+(1.465311+0.87086)*2.4+0.87086*(3.1+7.5)*228.990m 3
预制部分横隔板
中隔板((0.51+0.65)*0.2+0.65*1.259+(0.2+0.65)/2*0.141)*3*0.2
0.666m 3
全桥数量(28.99+0.666)*129.656m 30.61*0.2*(29.883-0.85)*517.710m
317.71*117.710m 329.883*11.5*0.0827.492m 329.883*11.5*0.134.365m 329.883*11.5343.655m 2梁端截面0.6*1.7165+(0.6+1.1)/2*0.0835+1.5*0.2 1.400875m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.25+(0.2+1.1)/2*0.15+1.5*0.2
0.8115m 2
梁端截面0.6*2+(0.15+0.334)/2*(0.8+(0.06+0.062)/2)+(0.2+0.276)/2*0.25+0.2*0.2
1.507862m 2跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.6+(0.15+0.38)/2*(1+0.081)+(0.2+0.337)/2*0.45+0.2*0.2
0.93129m 2
梁端截面0.6*2+(0.15+0.286)/2*(0.8-(0.06+0.062)/2)+(0.2+0.291)/2*0.25+0.2*0.2
1.462477m 2
跨中0.48*0.2+(0.2+0.48)/2*0.2+0.2*1.6+(0.15+0.32)/2*(1-0.081)+(0.2+0.364)/2*0.45+0.2*0.2
0.866865m 2
平均梁长L 平=(29.525+29.479+29.434+29.388)/429.4565m
两端连续一片 1.400875*(1.8483+1.7123)+(1.400875+0.8115)*2.4+0.8115*(3.1+7.5)*2-0.23*0.35*1.5
27.381m 3
预制部分横隔板
中隔板((0.51+0.65)*0.2+0.65*1.25+(0.2+0.65)/2*0.15)*2*3*0.2
1.330m 3
端隔板0.45*1.72*0.2*20.310m 3
中梁数量(27.381+1.33+0.31)*4116.084m
3平均梁长L 平=29.5729.57m
一端非连续,一端连续一片 1.507864*(1.7690+1.905)+(1.507864+0.93129)*2.4+0.93129*(3.1+7.5)*2-0.23*0.35*1.5
31.016m 3预制部分横隔板
中隔板((0.51+0.65)*0.2+0.65*1.259+(0.2+0.65)/2*0.141)*3*0.2
0.666m 3
端隔板0.45*1.72*0.20.155m 3
19孔中跨沥青混凝土19孔中跨防水层19孔调平层19孔调平层中跨1跨
19孔中跨调平层现浇部分湿接缝19孔中跨湿接缝1孔,每孔湿接缝5条
中跨湿接缝19孔湿接缝梁
19孔两端连续外边梁1片
一片梁中隔板3道,一端非连续端隔板1道,两端连续无端隔板中梁20孔一端非连续,一端连续中梁共4片
一片梁中隔板3x2道,端隔板1x2道梁肋:20孔
i%=3,A1=0.076m,A2=0.091,A3=0.137,A4=0.164,B1=0.136m,B2=0.17m,B3=0.184,B4=0.23,A1'=0.06、A1=0.081、A1''=0.062,A2'=-0.06、A1=-0.081、A1''=-0.062,
中梁内边梁内边梁20孔一端非连续,一端连续内边梁1片
一片梁中隔板3道,两端连续无端隔板外边梁外边梁
全桥数量(31.016+0.666+0.155)*1
31.837m 3平均梁长
L 平=29.34329.343m 一端非连续,一端连续一片 1.462477*(1.7915+1.6555)+(1.462477+0.866865)*2.4+0.8
66865*(3.1+7.5)*2-0.23*0.35*1.5
28.888m 3预制部分横隔板
中隔板((0.51+0.65)*0.2+0.65*1.259+(0.2+0.65)/2*0.141)*3*0.2
0.666m 3端隔板0.45*1.72*0.2
0.155m 3全桥数量(28.888+0.666+0.155)*1
29.709m 30.61*0.2*(29.857-0.08-0.35-0.425)*5
17.691m 317.691*1
17.691m 3(29.857-0.08)*11.5*0.08
27.395m 3(29.857-0.08)*11.5*0.1
34.244m 3(29.857-0.08)*11.5
342.436m 23540.784m 3682.131m 3551.008m 3688.763m 36887.626m 27089.855m 31364.859
m 31102.841
m 31378.557
m 313785.568m 212.75*0.33*(0.35+0.4)*2 6.31m 312.75*0.33*(0.35+0.4)*2 6.31m 312.75*0.33*0.35*2*617.67m 330.29m 3
(0.75*0.28-0.12*0.1/2)*29.92 6.104m 3
(0.75*0.28-0.12*0.1/2)*30 6.120m 3
6.104*2*4*2+6.12*3*4*2244.544m 3
((0.283+0.32)/2*0.355+(0.32+0.5)/2*0.255+0.5*0.255-(0.625+0.665)/2*0.07)*29.928.794m 3
全桥T梁调平层C50全桥T梁现浇小计全桥T梁沥青混凝土全桥T梁防水层
20孔边跨沥青混凝土20孔边跨防水层20孔湿接缝左幅T梁沥青混凝土
左幅T梁防水层
20孔调平层20孔调平层边跨1跨
20孔边跨调平层右幅T梁小计
左幅T梁现浇小计
左幅T梁铺装及调平层C50
全桥T梁合计
外边梁20孔两端连续外边梁1片
一片梁中隔板3道,两端连续无端隔板现浇部分湿接缝20孔边跨湿接缝1孔,每孔湿接缝5条
伸缩缝数量
伸缩缝C50混凝土
全幅0#台全幅20#台边跨湿接缝第一联1-5孔共5孔30mT梁,第二联6-10孔共5孔30mT梁,第三联11-15孔共5孔30mT梁,第四联16-20孔共5孔30mT梁
边跨一侧中跨一侧全幅全桥T梁
全幅5、8、15#墩伸缩缝C50混凝土合计内侧波形护栏
内侧波形护栏C30混凝土
边跨一侧外侧防撞护栏
外侧防撞护栏C30混凝土
内侧波形护栏C30混凝土
第一联1-5孔共5孔30mT梁,第二联6-10孔共5孔30mT梁,第三联11-15孔共5孔30mT梁,第四联16-20孔共5孔30mT梁
((0.283+0.32)/2*0.355+(0.32+0.5)/2*0.255+0.5*0.255-(0.625+0.665)/2*0.07)*308.818m 38.794*2*4*2+8.818*3*4*2352.336m 3中跨一侧
全幅全桥T梁