大家都了解(jie)做一(yi)(yi)個(ge)建筑加固(gu)工(gong)(gong)(gong)(gong)程(cheng)(cheng)(cheng)(cheng)工(gong)(gong)(gong)(gong)程(cheng)(cheng)(cheng)(cheng)項目(mu)(mu)一(yi)(yi)般(ban)有(you)(you)四個(ge)環節，關鍵(jian)有(you)(you)檢驗(yan)(yan)評定(ding)、加固(gu)改造、結(jie)構加固(gu)工(gong)(gong)(gong)(gong)程(cheng)(cheng)(cheng)(cheng)施(shi)工(gong)(gong)(gong)(gong)、工(gong)(gong)(gong)(gong)程(cheng)(cheng)(cheng)(cheng)竣工(gong)(gong)(gong)(gong)驗(yan)(yan)收。有(you)(you)關工(gong)(gong)(gong)(gong)程(cheng)(cheng)(cheng)(cheng)竣工(gong)(gong)(gong)(gong)驗(yan)(yan)收做為(wei)最后一(yi)(yi)個(ge)流(liu)程(cheng)(cheng)(cheng)(cheng)，實(shi)際上也(ye)(ye)是一(yi)(yi)個(ge)十(shi)分(fen)關鍵(jian)的階段(duan)，由(you)于一(yi)(yi)個(ge)工(gong)(gong)(gong)(gong)程(cheng)(cheng)(cheng)(cheng)施(shi)工(gong)(gong)(gong)(gong)質(zhi)量的優劣能夠 在工(gong)(gong)(gong)(gong)程(cheng)(cheng)(cheng)(cheng)驗(yan)(yan)收階段(duan)得到結(jie)果。但是工(gong)(gong)(gong)(gong)程(cheng)(cheng)(cheng)(cheng)竣工(gong)(gong)(gong)(gong)驗(yan)(yan)收在不一(yi)(yi)樣的工(gong)(gong)(gong)(gong)程(cheng)(cheng)(cheng)(cheng)項目(mu)(mu)下(xia)施(shi)工(gong)(gong)(gong)(gong)驗(yan)(yan)收規范(fan)和方(fang)式也(ye)(ye)是不一(yi)(yi)樣的，下(xia)邊青島(dao)市建筑加固(gu)公司就(jiu)跟大伙說(shuo)說(shuo)建筑加固(gu)工(gong)(gong)(gong)(gong)程(cheng)(cheng)(cheng)(cheng)工(gong)(gong)(gong)(gong)程(cheng)(cheng)(cheng)(cheng)竣工(gong)(gong)(gong)(gong)驗(yan)(yan)收應當怎么做!

一、植筋加固工程竣工驗收

1、當建筑結構膠徹底(di)干固的情(qing)況下，必須用勁做一(yi)下拉拔試驗。

2、鋼筋錨固的(de)建(jian)筑結構膠的(de)承載能(neng)力取(qu)樣與檢測應在強(qiang)力膠做到產品手冊所(suo)標識的(de)干固時間當天開展。

3、抽樣調查(cha)法當場(chang)查(cha)驗化(hua)學植筋的承載(zai)力。

4、對檢(jian)測結果做評定級別。

二、粘鋼加固工程竣工驗收

1、當場正拉粘接試驗

構造膠黏(nian)劑(ji)黏(nian)貼(tie)厚(hou)鋼板與板材(cai)(cai)混泥(ni)土的(de)正拉粘接抗壓(ya)強(qiang)度檢測，主要是(shi)用以綜合性評(ping)定黏(nian)劑(ji)的(de)干固品質、厚(hou)鋼板黏(nian)合面解決實際(ji)效果(guo)、膠黏(nian)劑(ji)與厚(hou)鋼板及(ji)板材(cai)(cai)混泥(ni)土的(de)粘接抗壓(ya)強(qiang)度，因此十分(fen)關鍵(jian)。

另外應強調(diao)的是，粘(zhan)鋼(gang)加(jia)固工程項目的這一(yi)檢測新項目，在(zai)一(yi)定水平上還歸屬于間接性的檢測方式。因為它只有在(zai)結構(gou)加(jia)固位置(zhi)的周邊再次黏貼厚鋼(gang)板(ban)厚鋼(gang)板(ban)開展檢測，而(er)沒法在(zai)承受力(li)厚鋼(gang)板(ban)上立即取(qu)樣。

2、黏貼產品質量檢驗

1)應用載入法

針對重(zhong)大工(gong)程，為真正的(de)檢驗粘鋼加固(gu)的(de)實(shi)際效(xiao)果，可取樣開(kai)展載(zai)荷實(shi)驗，一般(ban)僅作(zuo)規(gui)范應用(yong)載(zai)荷實(shi)驗，將要卸掉(diao)的(de)載(zai)荷再次所(suo)有再加，其構造(zao)的(de)形變和縫隙(xi)進(jin)行應考慮(lv)設計方案與應用(yong)規(gui)定(ding)。

2) 應用(yong)應力應變曲線測試方法

針對應(ying)用此(ci)方法的關鍵預制(zhi)構件與工程(cheng)建(jian)筑，即在建(jian)筑鋼(gang)筋、厚鋼(gang)板或混(hun)泥土事前埋(mai)進應(ying)力(li)應(ying)變(bian)曲(qu)線感應(ying)器，對結(jie)構加(jia)(jia)固前后左(zuo)右(you)的滿載(zai)、加(jia)(jia)荷等狀況測到其應(ying)力(li)應(ying)變(bian)曲(qu)線結(jie)果，以檢(jian)測其結(jie)構加(jia)(jia)固實際效果。

在這(zhe)類狀況下(xia)，務必從打毛(mao)混泥土(tu)、打磨拋(pao)光厚鋼(gang)板、清(qing)除頁(ye)面到刷(shua)涂黏(nian)劑、充壓保養全部(bu)全過程必須保證檢(jian)測用(yong)厚鋼(gang)板與承受(shou)力厚鋼(gang)板同標準實(shi)際操作(zuo)，不可更改(gai)檢(jian)測用(yong)厚鋼(gang)板的(de)黏(nian)貼加工(gong)工(gong)藝，以防止檢(jian)測失幀。

3) 應用捶擊檢(jian)測法

捶(chui)擊(ji)檢(jian)測法是最簡(jian)單易行的(de)方式，但會受人(ren)為失誤的(de)危害。因(yin)而，以便提升效率性，對(dui)關鍵構造的(de)捶(chui)擊(ji)查驗(yan)，可(ke)由檢(jian)測中心派(pai)遣2組工作人(ren)員(yuan)，各有單獨(du)的(de)開展檢(jian)驗(yan)，隨(sui)后取均值做為檢(jian)驗(yan)結果。合(he)理黏貼總面(mian)積不可(ke)低(di)于總黏貼總面(mian)積的(de)95%。

3、外型檢測

1)查詢(xun)粘接情況(kuang)，如(ru)黏膠(jiao)是(shi)不是(shi)勻稱，有沒有部(bu)分過厚過薄(bo)(bo)，乃至(zhi)缺膠(jiao)的(de)(de)狀(zhuang)況(kuang)。一般粘鋼膠(jiao)的(de)(de)薄(bo)(bo)厚應在2.5±0.5毫(hao)米中(zhong)間。留意，應檢驗黏膠(jiao)偏厚和(he)較薄(bo)(bo)處數處并精確(que)測量。

2)加固改(gai)造工程(cheng)圖紙是工程(cheng)施工的(de)科學論(lun)證，完(wan)工應(ying)對(dui)比工程(cheng)圖紙逐一審校黏貼部位、黏貼厚(hou)鋼板箍板的(de)規格(ge)、總數等。

三、碳纖維加固工程竣工驗收

1、碳纖維材(cai)料塑(su)膠板材(cai)的(de)具體黏(nian)貼總(zong)面(mian)積(ji)不(bu)可低于設計方案總(zong)面(mian)積(ji)，部位誤差不(bu)可超過10毫米。

2、碳纖(xian)維(wei)(wei)材(cai)料(liao)(liao)塑膠(jiao)(jiao)(jiao)板材(cai)與混(hun)泥土中間的(de)(de)黏貼(tie)品質，可(ke)(ke)以用鐵錘輕輕地(di)敲打(da)或(huo)手壓碳纖(xian)維(wei)(wei)材(cai)料(liao)(liao)塑膠(jiao)(jiao)(jiao)板材(cai)表層的(de)(de)方(fang)式(shi)查(cha)驗，總(zong)合理總(zong)面積不(bu)可(ke)(ke)小于(yu)(yu)95%。當碳纖(xian)維(wei)(wei)布(bu)的(de)(de)墻面空(kong)鼓總(zong)面積超過100平方(fang)米時，能夠 選用針筒補膠(jiao)(jiao)(jiao)的(de)(de)方(fang)式(shi)開展(zhan)修復。當空(kong)鼓的(de)(de)總(zong)面積超過100平方(fang)米時，宜將墻面空(kong)鼓位置的(de)(de)碳纖(xian)維(wei)(wei)材(cai)料(liao)(liao)塑膠(jiao)(jiao)(jiao)板材(cai)摘除，再次鋼(gang)筋搭接貼(tie)上相等的(de)(de)碳纖(xian)維(wei)(wei)材(cai)料(liao)(liao)塑膠(jiao)(jiao)(jiao)板材(cai)，鋼(gang)筋搭接長短不(bu)可(ke)(ke)低于(yu)(yu)100毫米。

針對每(mei)一個(ge)建筑(zhu)加固(gu)(gu)工(gong)(gong)(gong)(gong)(gong)程(cheng)(cheng)(cheng)工(gong)(gong)(gong)(gong)(gong)程(cheng)(cheng)(cheng)項目而言，假如可以(yi)根據之上(shang)工(gong)(gong)(gong)(gong)(gong)程(cheng)(cheng)(cheng)驗收程(cheng)(cheng)(cheng)序(xu)流程(cheng)(cheng)(cheng)后，就可以(yi)讓結構(gou)加固(gu)(gu)施(shi)工(gong)(gong)(gong)(gong)(gong)質量提(ti)高30%上(shang)下，因(yin)此(ci)無論在工(gong)(gong)(gong)(gong)(gong)程(cheng)(cheng)(cheng)加固(gu)(gu)還是其(qi)他工(gong)(gong)(gong)(gong)(gong)程(cheng)(cheng)(cheng)建筑(zhu)，我(wo)們都要依照標(biao)準規定開(kai)展工(gong)(gong)(gong)(gong)(gong)程(cheng)(cheng)(cheng)竣(jun)工(gong)(gong)(gong)(gong)(gong)驗收，那(nei)樣(yang)才(cai)可以(yi)更(geng)強的提(ti)升每(mei)一個(ge)建筑(zhu)工(gong)(gong)(gong)(gong)(gong)程(cheng)(cheng)(cheng)施(shi)工(gong)(gong)(gong)(gong)(gong)品質。