JGJ106-2003建筑基樁檢測技術(shù)規(guī)范，一般被簡稱為樁基驗收規(guī)范jgj1062003或jgj1062003，是一份具有實用價值和參考價值的規(guī)范，本節(jié)內(nèi)容小編為大家整理帶來的這一規(guī)范的pdf格式免費高清版，共有69頁，需要這份規(guī)范的朋友點擊本文相應(yīng)的下載地址進(jìn)行下載即可！
JGJ106-2003建筑基樁檢測技術(shù)規(guī)范內(nèi)容目錄
目 錄
1 總 則..........................................................8
2 術(shù)語、符號.....................................................9
2.1 術(shù)語 ........................................................9
2.2 符 號.......................................................10
3 基本規(guī)定......................................................13
3.1 檢測方法和內(nèi)容..............................................13
3.2 檢測工作程序................................................14
3.3 檢測數(shù)量....................................................15
3.4 驗證與擴(kuò)大檢測..............................................17
3.5 檢測結(jié)果評價和檢測報告......................................18
3.6 檢測機構(gòu)和檢測人員..........................................19
4 單樁豎向抗壓靜載試驗..........................................20
4.1 適用范圍....................................................20
4.2 設(shè)備儀器及其安裝............................................20
4.3 現(xiàn)場檢測....................................................21
4.4 檢測數(shù)據(jù)的分析與判定........................................23
5 單樁豎向抗拔靜載試驗..........................................25
5.1 適用范圍....................................................25
5.2 設(shè)備儀器及其安裝............................................25
5.3 現(xiàn)場檢測....................................................25
5.4 檢測數(shù)據(jù)的分析與判定........................................26
6 單樁水平靜載試驗..............................................28
6.1 適用范圍....................................................28
6.2 設(shè)備儀器及其安裝............................................28
6.3 現(xiàn)場檢測....................................................29
6.4 檢測數(shù)據(jù)的分析與判定........................................29
7 鉆芯法........................................................32
7.1 適用范圍....................................................32
7.2 設(shè) 備.......................................................32
7.3 現(xiàn)場操作....................................................32
7.4 芯樣試件截取與加工..........................................33
7.5 芯樣試件抗壓強度試驗........................................34
7.6 檢測數(shù)據(jù)的分析與判定........................................34
8 低應(yīng)變法......................................................37
8.1 適用范圍....................................................37
8.2 儀器設(shè)備....................................................37
8.3 現(xiàn)場檢測....................................................37
8.4 檢測數(shù)據(jù)的分析與判定........................................38
9 高應(yīng)變法......................................................41
9.1 適用范圍....................................................41
9.2 儀器設(shè)備....................................................41
9.3 現(xiàn)場檢測....................................................41
9.4 檢測數(shù)據(jù)的分析與判定........................................43
10 聲波透射法...................................................48
10.1 適用范圍...................................................48
10.2 儀器設(shè)備...................................................48
10.3 現(xiàn)場檢測...................................................48
10.4 檢測數(shù)據(jù)的分析與判定.......................................49
附錄A 樁身內(nèi)力測試..............................................54
附錄B 混凝土樁樁頭處理..........................................59
附錄C 靜載試驗記錄表............................................60
附錄D 鉆芯法檢測記錄表..........................................61
附錄E 芯樣試件加工和測量........................................63
附錄F 高應(yīng)變法傳感器安裝........................................64
附錄G 試打樁與打樁監(jiān)控..........................................66
G.1 試打樁......................................................66
G.2 樁身錘擊應(yīng)力監(jiān)測............................................66
G.3 錘擊能量監(jiān)測................................................67
附錄H 聲測管埋設(shè)要點............................................68
本規(guī)范用詞說明..................................................69
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