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1)  calciumsulfite
激发矿渣
2)  Alkali activated slag cement
碱激发矿渣水泥
3)  Improvement of slag activated reagent
矿渣的活性激发剂
4)  alkali-activated slag inorganic adhesive
碱激发矿渣无机胶
1.
In consideration the problem that currently the softening point of resin adhesive used in strengthening concrete structure with carbon fiber reinforced polymer(CFRP) sheets is too low,an inorganic adhesive,alkali-activated slag inorganic adhesive(AASIA) was invented,of which strength does not decrease at the temperature of 600℃.
针对目前粘贴碳纤维片材加固混凝土结构所用有机胶软化点过低的问题,研发了在600℃下强度不降低的碱激发矿渣无机胶。
5)  alkali activated carbonatites-slag grouting material
碱激发碳酸盐矿-矿渣复合灌浆材料
1.
It was studied that by using the Marsh cone flow time of subsection to substitute the rheometer to test the rheological behaviour of alkali activated carbonatites-slag grouting material pastes,and the corresponding relation of the test results of the Marsh cone flow time of subsection and the rheometer was discussed by computing of simple model.
探讨了采用简单分段Marsh时间替代流变仪测试碱激发碳酸盐矿-矿渣复合灌浆材料浆液流变性能的方法,并把分段Marsh时间测试结果通过简单的模型计算,寻找它与流变仪测定的流变性能结果之间的对应关系。
2.
The simulated grouting experiment of alkali activated carbonatites-slag grouting material (AACSGM) pastes was carried out in laboratory, and grouting process parameters under laboratory conditions are obtained as follows: the grouting pressure being 2.
通过对碱激发碳酸盐矿-矿渣复合灌浆材料进行实验室模拟灌浆试验研究,获得实验室条件下灌浆工艺参数是:灌浆压力2。
6)  alkali activated-carbonatites-slag grouting material
碱激发碳酸盐-矿渣复合灌浆材料
1.
The workability of alkali activated-carbonatites-slag grouting materials with different proportioning was studied,in which Marsh cone flow time and mini-slump in combination with conventional gelation time test were adopted to characterize the apparent viscosity and yield stress of the materials.
在碱激发碳酸盐-矿渣复合灌浆材料试验研究中引入浆液Marsh时间与Mini扩展度试验方法,以表征浆液的表观粘度和屈服应力,并结合传统的凝胶时间试验方法,综合研究了不同配方浆液的工作性能。
补充资料:晶体中的元激发(见固体中的元激发)


晶体中的元激发(见固体中的元激发)
elementary excitation in crystal

  晶体中的元激发eleme讯ary excitation Incrvstal见固体中的元激发。
  
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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