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1)  transverse joint grouting
横缝灌浆
1.
By means of the finite element analysis, the deep hole structure plan, steel liner in the pressure section plan and the transverse joint grouting plan are deeply researched in order to decrease the outlet tensile stress and reduces the lays of t.
为降低孔口拉应力,减少配筋层数,通过有限元计算方法,对深孔结构基本方案、有压段钢衬方案、横缝灌浆方案等不同结构措施的深入研究,孔口结构受横缝侧水压力作用后,孔口拉应力得以降低,事故门井前孔口配三层36@20的钢筋,门井后孔顶配四层40@20的钢筋,孔底配三层40@20的钢筋,多层钢筋可分散布置在两个浇筑层内。
2)  flat joint grouting
平缝灌浆
1.
For the problem of dam-powerhouse connection type and flat joint grouting elevation of hydropower station,this paper establishes a three-dimensional finite element model by the mixed finite element method of the contact problem and calculates the deformation and stress variation of dam body,dam-powerhouse connection and powerhouse for the ten different joint grouting elevations,respectively.
针对某水电站厂坝连接方式及平缝灌浆高程问题,采用接触问题有限元混合法建立了三维有限元模型,分别计算了10个灌浆高程下坝体、厂坝连接处、厂房的变形及应力变化,据此分析出采用平缝连接、且平缝灌浆到进水管底高程就可确保坝体及厂房的稳定。
3)  joint grouting
接缝灌浆
1.
The application of joint grouting technique in concrete dam construction of Xixiayuan project;
西霞院工程混凝土坝段接缝灌浆简介
2.
Supervision of joint grouting construction of I&Ⅱ bidding section of TGP;
三峡大坝I&IIB标接缝灌浆施工监理
3.
Dam joint grouting in Wanjiazhai water complex;
万家寨水利枢纽工程大坝接缝灌浆
4)  grouting filling
塞缝灌浆
5)  joint grout
接缝灌浆
1.
533 M m3 , and water cooling and joint grouting in concrete structure at the middle section of it were first applied in the world; the transverse cofferdam that should be placed within 4 months has a maximum height of 115 m with a crest length of 580 m and a volume of 1.
在纵向围堰中部的坝身段碾压混凝土结构内首次实现通水冷却和接缝灌浆。
2.
By using emulative visco elasticity three dimension finite element method, the water pipe cooling for joint grouting of concrete dams has been studied in this paper.
采用全过程仿真粘弹性空间有限单元法对接缝灌浆水管冷却问题进行了计算研究 ,对冷却水温、冷却延续天数进行了敏感性分析 ,提出了只进行一期水管冷却 ,并在适当“超冷”情况下进行大坝接缝灌浆的建议 ,不但简化了施工步序 ,也有利于大坝的整体性 ,计算研究结果可供混凝土坝施工设计参考应用 。
6)  grouted joint
灌浆接缝
补充资料:横横实实
1.形容体格粗壮结实。
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