概要：梁内箍筋的接头交错设置，按抗震要求设135°弯钩，弯钩平直长度不小于10d。135°弯钩制作安装同柱部分。框架节点钢筋十分稠密，钢筋安装时应保证梁顶面钢筋净距不小于30mm，以利砼的浇筑。●钢筋绑扎允许偏差值符合下表，合格率控制在95%以上.项次分项名称允许偏差1钢筋骨架的宽±52钢筋骨架的长度±103受力筋的间距±104受力筋的排距±55箍筋、构造筋间距±206上一页 [1] [2] [3] [4] [5] [6] [7] [8] [9] [10] [11] [12] [13] [14] [15] [16] [17] [18] [19] [20] [21] [22] [23] [24] [25] [26] [27] [28] [29] [30] [31] [32] [33] [34] [35] [36] [37] [38] [39] [40] [41] [42] [43] [44] [45] [46] [47] [48] [49] [50] [51] [52] [53] [54] [55] [56] [57] [58] [
经济适用房工程施工组织设计,标签：弱电工程施工方案,市政工程施工方案,http://www.65jz.com梁内箍筋的接头交错设置，按抗震要求设135°弯钩，弯钩平直长度不小于10d。135°弯钩制作安装同柱部分。
框架节点钢筋十分稠密，钢筋安装时应保证梁顶面钢筋净距不小于30mm，以利砼的浇筑。
●钢筋绑扎允许偏差值符合下表，合格率控制在95%以上.
项次
分项名称
允许偏差
1
钢筋骨架的宽
±5
2
钢筋骨架的长度
±10
3
受力筋的间距
±10
4
受力筋的排距
±5
5
箍筋、构造筋间距
±20
6
上一页 [1] [2] [3] [4] [5] [6] [7] [8] [9] [10] [11] [12] [13] [14] [15] [16] [17] [18] [19] [20] [21] [22] [23] [24] [25] [26] [27] [28] [29] [30] [31] [32] [33] [34] [35] [36] [37] [38] [39] [40] [41] [42] [43] [44] [45] [46] [47] [48] [49] [50] [51] [52] [53] [54] [55] [56] [57] [58] [59] [60] [61] [62] [63] [64] [65] [66] [67] [68] [69] [70] [71] [72] [73] [74] [75] [76] [77] [78] [79] [80] [81] [82] [83] [84] [85] [86] [87] [88] [89] [90] [91] [92] [93] [94] [95] [96] [97] [98] [99] [100] [101] [102] [103] [104] [105] [106] [107] [108] [109] [110] [111] [112] [113] [114] [115] [116] [117] [118] [119] [120] [121] [122] [123] [124] [125] [126] [127] [128] [129] [130] [131] 下一页