深基坑通長型GFRP筋桿體施工關(guān)鍵技術(shù)與性能研究
Study on Construction Key Technology and Performance of GFRP Bar Body in Deep Foundation Pit
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中圖分類號：TU47 文獻標(biāo)志碼：A 文章編號：1005-8249（2025）01-0069-05
DOI：10.19860/j.cnki.issn1005-8249.2025.01.014
( ， 1OOO28， China）
Abstract：Inorder toimprove theconstructionapplicationefectoffull-length glassfiberreinforcedplastic（GFRP）bars in deepfoundationpitengineeingundercomplex stressinfluence，the keyconstruction technologiesand performanceof fulllength GRPbars indepfoundationpitengineeringarestudied.Theanchoringendofthefull-length GFRPreinforcementrod adoptsanew typeofclip，anda pressureplateisadded totheanchoring body.Calculatetheeccentriccompresive bearing capacity ofGFRPeinforcementinthe normalsection，obtainthequantityandspecificationsoffull-length GFRPreinforcement required forthecurrentsupportarea，andensure thesupport efectTheresults indicatethatthe32mmdiameterreinforcement rodburstwhensubjected toatensileforceofapproximately1OOOkN.Themaximumdisplacementofthefoundationpitwallat 6m is about 15mm. The optimal clamp hardness is determined to be 80% of GFRP hardness and the optimal anchor thickness is 6cmbasedon stress cloudimages andloaddisplacementdata.Theconstructiontechnologystudied has godapplication ffects in supporting construction.
Key words： deep foundation pit；glass fiber reinforced plastic； full-length；anchor support；coupler
0 引言
深基坑開挖后，坑壁土體失去了原有的支撐，在自身重力和周邊土體壓力作用下，有變形坍塌的風(fēng)險。（剩余10171字）