一份完整C50空心板配合比 - 水泥砂浆|混凝土试验 - 监理检测网论坛监理检测网论坛,检测网论坛,检测论坛,试验检测论坛,监理检测论坛,试验检测网,工程检测论坛,监理论坛,监理网,检测网,试验检测考试论坛,检测师考试论坛,助理试验检测师考试,试验检测师考试,试验检测考试报名,试验检测考试现场审核

我的中心

监理检测网论坛 » 试验检测论坛 » 水泥砂浆|混凝土试验 » 一份完整C50空心板配合比

返回列表

发新话题

回复该主题

查看: 8122\|回复: 15	一份完整C50空心板配合比 [复制链接]

kongxinmian

组别新注册
帖子18
积分57
性别
注册时间2008-05-06

个人空间

1^#

字体大小: t T

发表于 2008-08-11 20:39 |只看楼主

一份完整C50空心板配合比C50空心板砼配合比计算及说明
一、试验依据
1、《公路工程水泥及水泥混凝土试验规程》JTG E30—2005
2、《公路工程集料试验规程》JTG E42—2005
3、《普通混凝土配合比设计规程》JGJ55—2000
4、《公路桥涵施工技术规范》JTJ041—2000
二、设计要求
1、该砼配合比设计强度等级：C50，试配强度：59.9Mpa
2、坍落度设计要求：70—90mm
3、该配合比设计单位重量：2452Kg/m3
4、该配合比拟用部位：预制空心板梁
三、原材料情况
1、砂：为江西石城砂场生产的粗砂。经试验检测该批砂各项指标均满足规范要求。具体指标如下：

表观密度(g/m3）àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	堆积密度kg/m3）àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	空隙率（%）àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	含泥量（%）àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	细度模数（Mx）àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	泥块含量（%）àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë
2608àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	1499àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	42.5àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	1.4àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	3.30àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	0.5àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

2、碎石：为淮土料场生产的4.75—26.5碎石。经试验检测该批碎石4.75-16mm占25%和4.75-26.5mm占75%各项指标均满足规范要求。具体指标如下：

表观密度àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë kg/m3 àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	堆积密度kg/m3àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	空隙率àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë % àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	含泥量àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë % àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	针、片状颗粒总含量àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë % àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	泥块含量 % àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	压碎值àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë % àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	颗粒级配àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	小于2.36㎜颗粒含量àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë % àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë
2610àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	1512àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	42.1àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	0.3àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	4.2àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	0.0àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	6.8àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	4.75-26.5àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	0.2àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

3、水泥：为江西瑞金生产的“万年青”牌P·O42.5R水泥。经试验检测该批（DP4085 A）水泥各项指标均符合规范要求。具体指标如下：

细度 % àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	标准稠度àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë 用水量 % àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	初凝时间MINàã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	终凝时间MINàã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	安定性àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	3天抗折强度àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	28天抗折强度àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	3天抗压强度àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	28天压折强度àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë
2.8àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	27.0àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	140àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	212àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	2.8àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	5.1àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	7.4àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	28.0àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë	47.3àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

4、水：饮用水。
5、外加剂为广州建宝新型建材有限公司生产的FDN-5B高效减水剂（粉末状颗粒），掺量为胶凝材料的1.4%。
四、配合比计算
初步配合比计算如下：
1、试配强度的计算：FC=50+1.645*6=59.9Mpa；
2、水灰比的计算：本配合比采用假定法进行选定W/C，0=0.32；
3、选定单位用水量：因设计坍落度为70-90则取W=191Kg/m3，但FDN-5B减水率为17%，W，0=191*（1-0.17）=159Kg/m3，，
4、计算单位水泥用量：C，0=W/（W/C）=497 Kg/m3；
5、根据经验确定砂率：SP=31%；
6、计算减水剂用量：497*0.014=6.958 Kg/m3；
7、计算砂、石用量MS0、MG0 (采用质量法)
假定砼密度为2452Kg/m3得：MS0=555Kg/m3，MG0=1234Kg/m3；
8、经初步配合比按8升量进行试拌，该配合比的实测坍落度80mm、78mm，满足设计的70—90mm的设计要求，棍度和含砂情况为中等，保水性和粘聚性均良好。所以该初步配合比做为基准配合比。
基准配合比各原材料单位用量如下：
水泥：砂：碎石(4.75-26.5)：碎石(4.75-16)：水:FDN-5B=497：555：926：308:159:6.958=1：1.117：1.863：0.620:0.32:0.014在基准配合比的基础上，保持用水量不变，水灰比各增加或减少0.02，砂率也相应各增加或减少1%，则对应的W/C=0.30，SP=30%和W/C=0.34，SP=32%。
则相应的配合比各原材单位用量如下：

组号àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

水灰比àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

砂率àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

每m3材料用量（㎏）àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

7天抗压强度Mpaàã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

28天抗压强度Mpaàã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

水泥àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

砂àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

碎石4.75-26.5àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

碎石4.75-16àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

水àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

FDN-5Bàã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

Aàã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

0.32àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

31àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

497àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

555àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

926àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

308àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

155àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

6.958àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

1109.5àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

1248.1àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

1186.4àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

1406.7àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

1430.1àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

1353.7àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

49.3àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

55.5àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

52.7àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

62.5àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

63.6àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

60.2àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

1àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

1.117àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

1.863àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

0.620àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

0.32àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

0.014àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

52.5àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

62.1àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

实测坍落度àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

80àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

78àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

实测砼密度àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

2452àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

2449àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

Bàã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

0.30àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

30àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

530àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

527àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

922àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

307àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

159àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

7.42àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

1263.5àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

1231.2àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

1296.9àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

1406.7àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

1512.4àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

1548.àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

56.2àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

54.7àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

57.6àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

62.5àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

67.2àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

68.8àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

1àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

0.994àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

1.740àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

0.579àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

0.30àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

0.014àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

56.2àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

66.2àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

实测坍落度àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

73àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

76àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

实测砼密度àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

2453àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

2458àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

Càã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

0.34àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

32àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

468àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

582àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

927àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

309àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

159àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

6.552àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

1069.6àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

1125.9àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

1160.3àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

1276.8àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

1335.6àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

1396.9àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

47.5àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

50.0àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

51.6àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

56.7àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

59.4àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

62.1àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

1àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

1.244àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

1.981àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

0.660àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

0.34àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

0.014àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

49.7àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

59.4àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

实测坍落度àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

83àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

80àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

实测砼密度àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

2452àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

2447àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë

根据以上配合比试验结果分析,A组、B组配合比满足试配强度要求，但本配合比为室内配合比，砂及碎石的含水量为零，在现场施工中应实测现场砂及碎石的含水量，并根据砂及碎石的现场含水量换算为施工配合比。恳请试验监理工程师结合施工单位的施工水平以及施工现场的实际情况,选取A组或B组配合比指导现场施工,请贵办审批。
水泥：砂：碎石（4.75-26.5）：碎石（4.75-19）：水：FDN-5B=

最后编辑

3c3t 最后编辑于 2008-08-11 20:54:16

转发

TOP

发送短消息 UID 5101 精华 0 查看公共资料搜索主题搜索帖子 lidexing 组别高级工程师帖子7044 积分7759 性别注册时间2006-08-13 个人空间	2^# 字体大小: t T 发表于 2008-08-23 10:15 \|只看该用户回复：一份完整C50空心板配合比谢谢àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë


	TOP

发送短消息 UID 7806 精华 0 查看公共资料搜索主题搜索帖子 gb70088 组别爱心志愿者帖子142 积分328 性别注册时间2006-09-12 个人空间	3^# 字体大小: t T 发表于 2008-09-09 22:28 \|只看该用户回复：一份完整C50空心板配合比配合比的资料，收集起来还是有很大用处的。àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë


	TOP

发送短消息 UID 6049 精华 0 查看公共资料搜索主题搜索帖子 LIUJUN1711 组别工程师帖子45 积分206 性别注册时间2006-08-24 个人空间	4^# 字体大小: t T 发表于 2009-03-22 09:17 \|只看该用户回复：一份完整C50空心板配合比好，顶一下àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë


	TOP

发送短消息 UID 77720 精华 0 查看公共资料搜索主题搜索帖子高雪梅组别技术员帖子7 积分21 性别注册时间2009-03-22 个人空间	5^# 字体大小: t T 发表于 2009-03-22 14:01 \|只看该用户回复：一份完整C50空心板配合比谢谢楼主学习了!àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë


	TOP

发送短消息 UID 67712 精华 0 查看公共资料搜索主题搜索帖子 172597360 组别工程师帖子42 积分258 性别注册时间2008-12-12 个人空间	6^# 字体大小: t T 发表于 2009-04-02 19:18 \|只看该用户回复：一份完整C50空心板配合比非常好的一份资料..谢谢楼主啦àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë


	TOP

发送短消息 UID 84797 精华 0 查看公共资料搜索主题搜索帖子笨小孩组别助理工程师帖子2 积分96 性别注册时间2009-04-20 个人空间	7^# 字体大小: t T 发表于 2010-03-05 21:48 \|只看该用户谢谢楼主àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë


	TOP

发送短消息 UID 121409 精华 0 查看公共资料搜索主题搜索帖子 redrose_3 组别助理工程师帖子6 积分108 性别注册时间2010-03-10 个人空间	8^# 字体大小: t T 发表于 2010-03-10 17:09 \|只看该用户谢谢楼主，不过说积分不够不让下载！àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë


	TOP

发送短消息 UID 13369 精华 0 查看公共资料搜索主题搜索帖子 xieshaochen 组别技术员帖子5 积分225 性别注册时间2006-12-08 个人空间	9^# 字体大小: t T 发表于 2010-05-22 14:54 \|只看该用户真的是太好了，这下可以节省很多时间了。我们今年正好用上这个C50的配合比àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë


	TOP

发送短消息 UID 89440 精华 0 88197626 查看公共资料搜索主题搜索帖子 sxpm616 组别版主帖子1255 积分2120 性别注册时间2009-05-08 个人空间	10^# 字体大小: t T 发表于 2010-05-23 02:31 \|只看该用户楼主的资料很详细，内容比较真实，而且能够把相应的参考规范名称都写出来，方便其他网友进行细致的学习和改进。àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë
	祝愿监理检测论坛越来越壮大

	TOP

发送短消息 UID 89440 精华 0 88197626 查看公共资料搜索主题搜索帖子 sxpm616 组别版主帖子1255 积分2120 性别注册时间2009-05-08 个人空间	11^# 字体大小: t T 发表于 2010-05-23 02:35 \|只看该用户因为沙石和水泥品种及外加剂的种类都有所区别，建议"xieshaoche“会员最好不要生搬硬套，最好能够在楼主的配比基础上，自己进行试配。àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë
	祝愿监理检测论坛越来越壮大

	TOP

发送短消息 UID 11933 精华 0 416967670 查看公共资料搜索主题搜索帖子松桦恋1 czbshl 组别高级工程师帖子545 积分1358 性别注册时间2006-11-20 个人空间	12^# 字体大小: t T 发表于 2010-05-27 09:20 \|只看该用户太好了àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë
	曹贞波

	TOP

发送短消息 UID 240155 精华 0 查看公共资料搜索主题搜索帖子 shengdjdj 组别技术员帖子31 积分165 性别注册时间2013-12-08 个人空间	13^# 字体大小: t T 发表于 2013-12-10 23:39 \|只看该用户 good！！！！！àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë


	TOP

发送短消息 UID 274483 精华 0 查看公共资料搜索主题搜索帖子 ksjc123456 组别技术员帖子26 积分62 性别注册时间2017-01-07 个人空间	14^# 字体大小: t T 发表于 2017-01-17 16:37 \|只看该用户支持àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë


	TOP

发送短消息 UID 26238 精华 0 查看公共资料搜索主题搜索帖子 53408989 组别终身VIP贵宾帖子31 积分252 性别注册时间2007-06-16 个人空间	15^# 字体大小: t T 发表于 2017-02-28 22:11 \|只看该用户谢谢谢谢谢谢你啦àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë


	TOP

发送短消息 UID 21596 精华 0 查看公共资料搜索主题搜索帖子 zn770927 安宁组别爱心志愿者帖子416 积分713 性别注册时间2007-04-15 个人空间	16^# 字体大小: t T 发表于 2018-10-26 13:26 \|只看该用户楼主的资料很详细，内容比较真实，而且能够把相应的参考规范名称都写出来，方便其他网友进行细致的学习和改进。àã1¾F)Jð_bbs.3c3t.com;Y,ÒÖÀë


	TOP

上一主题| 下一主题

发主话题

回复该主题

高级编辑器

高级编辑器

B Color Image Link Quote Code Smilies

你需要登录后才可以发帖登录 | 注册