1)bored pile钻孔灌注桩
1.Research on groundwater pollution brought out by leachate of municipal refuse in bored pile construction;钻孔灌注桩施工过程中垃圾渗滤液对地下水的污染分析
2.Control points and measures of the bored pile construction supervision in karst area;岩溶区钻孔灌注桩施工监理控制要点与措施
3.On the basic construction of the bored pile in the deep water;浅谈深水中钻孔灌注桩基础施工
英文短句/例句
1.The application of combination of cast-in-place bored piles and deep-layered agitating pile钻孔灌注桩和深层搅拌桩组合的应用
2.Turns on Lathe Digs Drilling Machine Construction Drill Hole Filling Pile Craft to Discuss旋挖钻机施工钻孔灌注桩的工艺探讨
3.Research on Quality of Drilled Holes for Cast-in-Place Piles in Shanghai District;上海地区钻孔灌注桩成孔质量的研究
4.THE RESEARCH ABOUT MECHANISM ON UNLOADING TIME EFFECT CAST-IN-PLACE BORED PILES钻孔灌注桩成孔卸荷时效性理论研究
5.Analysis on Applying Post-grouting Technique in Bored Pile后注浆钻孔灌注桩的工程实例与探讨
6.The application of post-injecting method in bored pile engineering后注浆法在钻孔灌注桩工程中的应用
7.Study on the Effect of Integrity of Bored Pile on Bearing Capacity of Pile Foundation;钻孔灌注桩桩基完整性对桩承载力的影响研究
8.Research on Construction Technique and Working Mechanism of Bored Pile by Base Post-Grouting;钻孔灌注桩桩桩端后压浆工艺与机理研究
9.On the quality problems in drilling浅谈如何防治钻孔灌注桩钻孔施工时质量通病
10.Latter Cenent-inject Technique Reseach and Application for Underlying of a Big Diameter Drill-affusing Pile in Nerilic Pool Region;滩涂区钻孔灌注桩桩底注浆技术的研究和应用
11.The Use of Post-grouting Technique at the Tip of Bored Cast-in-situ Pile钻孔灌注桩桩端后注浆施工技术的应用
12.Bored Pile after Pile Grouting Technology and Construction Quality Control钻孔灌注桩桩底后注浆技术及施工质量控制
13.Impact of Post Grouting Process of Pile Bottom on Bored Pile Bearing Behavior桩端后注浆工艺对钻孔灌注桩承载性状的影响
14.Construction of 90 m Super Deep Bored Pile and Post-Grouting of Bottom Pile90m超深钻孔灌注桩及其桩端后注浆的施工
15.Analysis and Comparison of the Application of Pile-end After-grouting Technique to Bored Piles in High-rise Building桩端后注浆在钻孔灌注桩加固中的应用
16.Application of Injection Technology Under Pile to the Drilled Grouting Pile桩底后注浆技术在钻孔灌注桩中的应用
17.New Understanding on the Mechanism of Post Grout Injection for Bored Piles钻孔灌注桩后压浆技术机理的新认识
18.Post Grouting Construction Technique for Bored Piles with Slurry-supported Wall泥浆护壁钻孔灌注桩后压浆施工技术
相关短句/例句
cast-in-place bored pile钻孔灌注桩
1.On the prevention and treatment of usual accidents in cast-in-place bored pile;简述钻孔灌注桩常见事故预防及处理
2.Construction technology of revolving digging cast-in-place bored pile;旋挖钻钻孔灌注桩施工技术
3.Construction characteristics and technical measures of cast-in-place bored pile in karst region;岩溶地区钻孔灌注桩施工特点及技术措施
3)bored piles钻孔灌注桩
1.Applicant research of bored piles into the hard rock with roller cone bit;牙轮钻头在钻孔灌注桩进入硬岩中的应用研究
2.The application and research of bored piles in landslide treatment;钻孔灌注桩在滑坡治理中的应用与研究
3.Calculation on resistance partial coefficients of bored piles;钻孔灌注桩抗力分项系数计算
4)cast-in-place pile钻孔灌注桩
1.A New Formula of the Vertical Ultimate Bearing Capacity for Cast-in-place Pile;一种新的钻孔灌注桩单桩竖向极限承载力公式
2.Applied Research of Pile Load Transferring Function on Churning Driven Cast-in-place Pile;荷载传递函数法在旋挖钻孔灌注桩中的应用研究
5)bored cast-in-situ pile钻孔灌注桩
1.The treatment and prevention of broken pile of the bored cast-in-situ pile;钻孔灌注桩断桩的处理及预防
2.On the application of bored cast-in-situ pile post-grouting technology in certain engineering;钻孔灌注桩后压浆技术在某工程中的运用
3.On construction technology of bored cast-in-situ pile in a certain dock;浅谈某码头钻孔灌注桩施工技术
6)bored cast-in-place pile钻孔灌注桩
1.Usually we choose the bored cast-in-place pile at the situation of driving through thick sand.超高层建筑由于高度大,基底桩底的附加应力大,需选择较深较好的土层作为桩基持力层,对于软土地基需穿越较厚砂层的情况下,通常会选用钻孔灌注桩。
2.Bored cast-in-place pile post grouting can promote the bearing capacity of single pile,guarantee the pile construction quality and save construction cost,which fit to bored cast-in-place pile engineering in bearing layers of sandy gravel and gravel soil.钻孔灌注桩桩端后压浆技术具有提高单桩承载力、保证桩基施工质量、节约造价等优点,适用于持力层为砂砾石或碎(卵)石土层的钻孔灌注桩工程。
3.Grouting reinforcement was operated in limestone formation of cave fracture and experimental study was made on bored cast-in-place pile technology.随着城市基础设施建设及城市化进程的加快,有更多的钻孔灌注桩设计在岩溶地层。
延伸阅读
灌注桩钻孔机 利用取土或挤土装置在地层桩位上成孔，然后灌注混凝土成桩的桩工机械。适用于除流动淤泥层以外的一切土层成孔。 钻孔机多以履带式挖掘机（或起重机）的底盘为底架，其上设置龙门导杆，作为钻凿工具的支承，并引导钻孔方向。挖掘机的发动机常作为钻孔机的动力装置。 钻孔机按成孔方法，分螺旋式、冲抓式、潜水式和振动式四种，前三者属取土成孔,后一种属挤土成孔,还有综合上述多种方法的综合钻孔机。 螺旋式钻孔机 用于民用和小型工业建筑，利用螺旋钻杆钻孔,螺杆通过上、下导架支承于桩架导杆上,其上端有驱动螺杆钻进的动力头，下端装带硬合金刀刃的钻头，作业时钻渣沿螺杆导槽自动排出，所钻桩孔孔壁规则，不需护壁或清洗孔底，钻至设计深度后，提出钻杆，即可灌注混凝土。此外，还有短螺旋钻孔机和有双刀管、双螺旋及底部扩孔刀的冻土钻孔机。前者专用于爆扩成孔及孔底成形；后者适用于严寒冻土，并能将孔底扩大，增加桩的承载力。 冲抓式钻孔机 用于大型工业建筑和桥梁施工，可在土石混合地层、卵石或岩石地层上成孔。利用钻具冲击岩石，使之破碎，然后抓石出渣，达到成孔目的。由机架、卷扬机和钻抓工具组成。钻抓工具有螺旋钻、抓锥和冲锥三种，可根据土质拆换使用。在地下水位较高的泥质地区，采用螺旋钻，钻渣用压力水冲成泥浆排出。抓锥形如抓铲，单索操纵，可抓掘石块和卵石。冲锥有一定重量，下端有刀刃，用于冲凿岩石及坚土。 潜水式钻孔机 用于沿海软土地区的桩基础施工，由潜水电动机、行星齿轮减速器和笼式钻头等组成。电动机通过减速器驱动5～7个钻头切削土壤，同时将压力水沿水管从钻头尖部射出，使钻渣成泥浆排出。设备较简单，无公害，效率高，可在各种土质条件下作业。 振动式钻孔机 适于在砂土和软土地层成孔。用振动沉拔桩机将底部有单向活门的桩管沉入土中，达设计深度后，边借振动力将桩管逐渐拔出，边通过活门灌注混凝土。也可利用落锤或汽锤将桩管打入土中成孔，利用拔桩机拔出桩管，然后灌注混凝土成桩，但效率低。
