Array
(
[0] => Array
(
[id] => 2
[name] => 首页
[category_id] => 221
[url] =>
[active] => 1
[position] => 1
[blank] =>
[is_out] =>
)
[1] => Array
(
[id] => 4
[name] => 氿上商城
[category_id] => 221
[url] => goods
[active] => 1
[position] => 2
[blank] =>
[is_out] =>
)
[2] => Array
(
[id] => 1
[name] => 学习园地
[category_id] => 221
[url] => news
[active] => 1
[position] => 5
[blank] =>
[is_out] =>
)
[3] => Array
(
[id] => 16
[name] => 氿上知道
[category_id] => 221
[url] => question
[active] => 1
[position] => 4
[blank] =>
[is_out] =>
)
[4] => Array
(
[id] => 5
[name] => 供求信息
[category_id] => 221
[url] => trade
[active] => 1
[position] => 3
[blank] =>
[is_out] =>
)
[5] => Array
(
[id] => 3
[name] => 软件下载
[category_id] => 221
[url] => jsyjj/list/409
[active] => 1
[position] => 6
[blank] =>
[is_out] =>
)
[6] => Array
(
[id] => 46
[name] => 氿上云管理
[category_id] => 221
[url] => yun/index
[active] => 1
[position] => 7
[blank] =>
[is_out] =>
)
[7] => Array
(
[id] => 22
[name] => 氿上花园
[category_id] => 221
[url] => garden
[active] => 1
[position] => 999
[blank] =>
[is_out] =>
)
)
工程中,楼面砼浇到完成之后,放的时候,发现一个柱子钢筋偏了6厘米,不能安装模板了,要如何处理呢? - 工程施工 - 项目管理 - 氿上知道
返回顶部
第一种是基础顶面(柱插筋)偏位:(1)当偏差值不是很大时(一般是指钢筋保护层没了),柱筋稍调直但不得明显打弯,正负零一下柱截面在偏位方向加大,加大数值等于保护层厚度;(2)当偏差值比较大时(一般是指柱筋刚好偏出柱位),正负零下柱截面在偏位方向加大,加大数值等于钢筋保护层厚度加上柱筋偏出柱位数值,柱筋稍调直但不得明显打弯,对柱纵筋加同直径L型钢筋锚固(竖向搭接35d,下端15cm弯锚);(3)当偏差数值很大时(一般指柱筋偏出柱位5cm以上),一般要联系设计处理。
第二种是框架柱在楼层部位柱筋偏位,一般数值较小,可稍调直确保最小保护层厚度即可。
第三种是楼层上梁上柱偏位,处理方法同第一种。