1)post-grouting后压浆
1.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
2.Construction quality control measures of post-grouting reinforced concrete casting pile;后压浆钢筋混凝土灌注桩施工质量保证措施
3.Impacting mechanism of post-grouting;钻孔灌注桩后压浆作用机理分析
英文短句/例句
1.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
2.Research on the Use of Later Low-pressure Grouting to the Drilling Hole Pour Pile;钻孔灌注桩低压力后压浆的应用研究
3.Comparison study on bored piles before and after the application of post grouting technique灌注桩后压浆技术使用前后对比研究
4.FEM Analysis for Post-grouting Piles Considering Grouting Process;考虑注浆过程的后压浆桩有限元模拟与分析
5.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
6.The application of the post grouting technology of bored concrete pile in Taiyuan region灌注桩后压浆工艺在太原地区的应用
7.Research on Mechanism and Efficacy of Post-Grouting Pile Technology;灌注桩后压浆技术的机理与功效研究
8.Study on Post-grouting Technologies of Bored Piles and Their Application;钻孔灌注桩后压浆技术的研究和应用
9.Design and Application Research of Post-grouting CFG Pile Composite Foundation后压浆CFG桩复合地基设计与应用研究
10.Analysis of Effect Testing of Post Grouting of Pile End in Scree Bearing Stratum卵石持力层桩端后压浆效果检测分析
11.APPLICATION OF POST-GROUTING TO END OF DEEP DIAPHRAGM WALL EMBEDDED IN ROCKS嵌岩超深地下连续墙后压浆技术应用
12.The amounts of cement slurry is the key factor affecting bearing capacity of the piles.压浆量是影响后压浆质量和提高单桩承载力的关键因素之一。
13.The Application Analysis of Post Compressing Grouting Technology of Bored Pile后压浆技术在钻孔灌注桩中的应用分析
14.Tests on Post Grouting into Bored Pile in Shanghai钻孔灌注桩后压浆技术在上海地区的试验
15.Post grouting technology of cast-in-place pile and its application in engineering灌注桩后压浆技术及其在工程中的应用
16.The application of post grouting technology at the bottom section of columns in coal tank construction柱底后压浆技术在煤罐桩基施工中的应用
17.Post pressure grouting of borehole cast-in-situ pile bottom and its quality control钻孔灌注桩孔底后压浆施工工艺及质量控制
18.The Technique of Bore Cast-in place Pile with Post-Grouting for Ovoid Digester Work卵形消化池工程中的后压浆钻孔灌注桩技术
相关短句/例句
post grouting后压浆
1.Comparison of post grouting effect of cast-in-place bored pile;钻孔灌注桩后压浆效果对比
2.The application of post grouting technique of cast-in-place bored pile;钻孔灌注桩后压浆工艺的应用
3.The application of the post grouting technology of bored concrete pile in Taiyuan region;灌注桩后压浆工艺在太原地区的应用
3)post pressure grouting后压浆
1.On the project application of the post pressure grouting technique for cast-in-place bored piles钻孔灌注桩后压浆技术的工程实践
2.The bearing capacity characteristic value of a single pile can be increased greatly through post pressure grouting from pile sides and bottom.通过对柱侧和桩底后压浆,可大幅度提高钻孔灌注桩单桩承载力。
3.The pile bottom post pressure grouting technology could raise a bored pile s bearing capacity by grouting cement to the end of the pile According to the construction experience ,the working mechanism of pile end grouting appeared to be seep in grouting mainly,and the bearing capacity was composed of the friction of pile side,the resistance and friction of the consolidated bod介绍了桩底后压浆技术，通过向桩底进行注浆可消除孔底沉渣的不利影响，并提高单桩承载力；通过工程实例分析表明，在卵石层中其灌浆机理主要表现为渗透灌浆，其承载力由３部分组成，即桩身部分的摩擦力、固结体部分的摩擦力和固结体的底部阻力。
4)postgrouting后压浆
1.The vertical bearing capacity of two postgrouting bored piles are calculated base on the formula of criterion,, the contrast between the static load testing results and calculate results, the vertical bearing capacity of postgrouting bored piles are boost, a new method of bearing capacity of piles is also discussed base on 135 the static load testing results.依据规范公式对2个工程实例后压浆钻孔灌注桩的承载力进行了计算,并和静栽试验结果进行了 比较,表明后压浆钻孔灌注桩的承载力有很大的提高,还在对135根静载试桩分析的基础上提出了新的极限承 载力计算公式。
2.Based on the statistical data from the static load tests for 186 piles in 72 construction sites, the rein- forcement mechanism of bored piles by postgrouting at pile end and pile lateral is analyzed, and the characteristics of vertical bearing capacity of postgrouting bored pile are studied.基于７２个工地１８６根静载试桩的统计资料，分析了桩端、桩侧压浆对钻孔灌注桩的增强加固机理，深入研究了后压浆钻孔灌注桩单桩竖向承载力特性。
3.In order to solve the problem that the residue of the pile bottom has the influence on the bearing capacity of pile foundation in the construction of slurry bored piles, the proper parameters of postgrouting for slurry bored piles in the geological conditions of I class area in Wuhan Changjiang River are discussed.针对钻孔灌注桩施工中桩底沉渣影响桩基承载力的问题 ,探求在武汉长江Ⅰ级阶地特殊地质条件下灌注桩后压浆技术的合适工艺参数 ,并进行了压浆和非压浆桩的静荷载对比试验 ,在提高承载能力和控制沉降方面取得了较好效果 ,为该地区灌注桩后压浆技术的应用取得了实证资料 。
5)post-pressure grouting后压浆
1.Pile bottom and lateral post-pressure grouting technology;桩底、桩侧后压浆技术的应用
2.Introduce post-pressure grouting technical principle, the technology of construction, method and notice, Experiment proved that post-pressure grouting technique has a good result in improvement pile engineering characteristic and increase load bearing and decrease settlement.介绍了后压浆技术的原理 ,施工工艺、方法及注意事项。
3.Describerd the contents about characteristics of the post-pressure grouting technique,the craft of construction,technical to guaranted the measure etc.叙述了灌注桩后压浆技术的特点、施工工艺、施工中的注意事项等内容。
6)mud-jack method后压浆法
1.Discussion on several problems concerning mud-jack method of driven cast-in-place pile;对灌注桩后压浆法若干问题的探讨
延伸阅读
纸板生产最佳方案--浮动式碎压辊在浆机构的应用四浮动式碎压辊在涂胶机上浆机构的应用涂胶机在整条瓦楞纸板生产线上起着承上启下的作用，上胶量是否均匀，胶线位置是否正确，楞形是否被压扁、变形，都直接影响生产线的效率和纸板的质量。传统的涂胶机上浆机构主要是压纸辊式，在以往生产线速度低、产量少、纸板质量要求不高的情况下，它以结构简单，运行稳定，制造成本较低等特点，被广泛地应用于中、低速瓦楞纸板生产线上。但是，在生产过程中，却存在以下缺陷。
