梁柱节点区柱箍筋加密处理的施工实践
赵永明,武昭胡应用强弃技术加固地基的施工及检方法直用技术
3强夯完毕后地基承载力的检测
设计中琢MATCH_
word
word文档格式规范word作业纸小票打印word模板word简历模板免费word简历
_1715799948386_0利用静力探检验,因地基土卵石较多,静力触探无法
进行检铡.后改用
标准
excel标准偏差excel标准偏差函数exl标准差函数国标检验抽样标准表免费下载红头文件格式标准下载
贯人试验进行检铡
在桥的两端辑台与中间的桥墩上各市标贯试验孔3十,
标贯孔深8m,每m进行标贯试验一收,标贯击数经杆长修正后,进行
承载力计算
检谢钻孔共9十,孔槔8m,累计进尺72m一跟首钻进,标贯试验72次,
由钻孔中取愿状土样8件,常见土工试样8组检验结果见表1
4结论
结果表明,地基 (1)地基强夯完毕后,运用动力标贯检地基承载力,
承载力均达要求,且影响深度最深选8.3m
(2)根据现场弃击施工测试的弃沉量贷料,开始几击的单击弃沉量较
大,基车前8狄的累计弃祝量可达1.5m左右,最深达1.8m,第3追低锤满
夺时,按设计应有1/3和l/2弃痕措接两种
方案
气瓶 现场处置方案 .pdf气瓶 现场处置方案 .doc见习基地管理方案.doc关于群访事件的化解方案建筑工地扬尘治理专项方案下载
,如用1/3痘搭接时,每十
奇点的太部分压不住,同时压不住的位置也可能是前两遍的夯坑位置,困
此宴际施工中是用1/2弃痘措接进行的
ConstructionandDetectionofFoundationStabilizationwithDynamicCompaction
ZHAOYong—ming,WUZhao—ming
ABSTRACT;Thispapermainlyintroducestheconstructionofbridgefoundationstabilizati
onwithdynamiccorn
pactionandthedetectionoffoundationbearingcapacityafterthefoundationhasbeenstabiliz
ed.
KEYWORDS:dynamiccompaction;foundationstabilization;constructiondetection
上接第118甄)
ApplicationofIrregularColumnsofFrameinDesignofResidences
MASu-ping
ABSTRACT:Theprojectingcolumnsinoperationalspaceofmiddleandtallbuildingsnotonlyreducestheuseable
areabutalsodamagesthebeautifulnessofrooms.Thispaperdiscussestheadvantagesofirregularcolumnsofframe
inthedesignofresidencesandintroducessomeconvenientconstructionmethods. KEYWORDS:irregularcolumn;framestructure;structurallayout;housingdesign;constructionmethod
(上接第119页)SlopeConstructionforConcreteStructure
XUEQing—miao
ABSTRACT:Connectingwithrealengineeringexample,thispaperanalysesonthedefectssuchasreinforcement
bars'exposure.stones'exposure,honeycomb,etc.occurringinslopeconstruction0fconcretestructures.InordertO
av.idthe0ccurrenceofthesedefects,oneshouldadoptcorrespondingmeasures:ensuringtheworkabilityof
c.nctete,COntrolllngtheslumpofconcrete,complyingwithconcretecastingprocedure,controllingthethicknessand
thestartingtimeofconcretecastingonslopesections.andmasteringtheinsertingdepthofvibratingtube?
KEYWORDS:slopeconstruction;concretestructure;defect;preventingmeasure (上接第120页)
ApplicationofBlastFurnace'SHeavySlaginFoundationTreatment
GUoWen—hua
ABSTRACT:ThispaperintroducestheconstructionProcessandtestmethodoftreatingsofterfoundationbyusing
blastfurnace'sheavys1agasbedcourseinacertainengineering.Theblastfurnace'Sheavyslaghassufficient
strength,biggcrdeformationmodulusandgoodstability,itsradiationaccordsfullywiththerequirementsofsafety
standards.Itcannotonlyincreasethebearingcapacityofsupportingcourse,butalsoreducethedeformationmodu一
1usofthefoundationandacceleratethedrainageandconsolidationfunctionofthefoundation.
KEYWORDS:blastfurnace'Sheavyslag;heavydynamicsounding;foundationtreatment 122
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