施工與圖說不符 - 土木

By Hazel
at 2013-05-11T00:56
at 2013-05-11T00:56
Table of Contents
小弟退伍剛出社會,運氣好進入公家機關
但是以前大學都不認真讀書,實務上也很鳥
最近遇到了一個問題,想請教各位前輩
小弟今天去做工程督導
這是一個很簡單一百多萬的案子
就是護岸因為承受非預期載重出現裂痕
然後去做施工補強
工程示意圖如下
____________________________
護岸
____________________________
■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 植筋進護岸灌漿
■ ■ ■ ■ ■ (RC?)
■ ■ ■ ■ ■
■ ■ ■ ■ ■
■ ■ ■ ■ ■ 橫梁
■ ■ ■ ■ ■
■ ■ ■ ■ ■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■ <這不知道怎稱呼
 ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄
護岸
 ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄ ̄
目前的進度是組模完,鋼筋也綁紮完了
去現場看了發現幾個問題
植筋進護岸,因為護岸本身就有鋼筋
所以鑽孔的位置都很亂,有些間距都不夠
且植進去的鋼筋都歪七扭八,這其實也不能怪廠商...
重點是橫梁的主筋和箍筋
他箍筋綁紮的方式和圖說不同
圖說的方式是類似以下網址
http://wiki.zhulong.com/sg3/type32/topic647466_8.html
只不過是本工程是正方形
而實際施工方式為ㄇ和ㄩ加上彎鉤這樣為一個箍筋
(抱歉找不到圖)
廠商說實際施工沒辦法做到方法一,所以採方法二
這我也能夠理解
因為那張圖真的畫得很爛...
現在是卡在工期不足
廠商和監造都說根據RC規範是可以通用的~
不需要提送公文
但是與設計圖說不同,承商就應該發文給監造核可吧?
我認為圖說是經廠商和業主簽訂合約的,必須依照施作
至少承商也應該發個文給監造做做形式吧
不知道各位前輩的看法是如何呢?
因為今天我去工程督導被我看到了這個...
如果我去的時候鋼筋沒綁我還可以矇混過去
但是被我看到了,如果我不提報是不是我會有事...
--
Tags:
土木
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