粘结试验的英文
发音:
"粘结试验"怎么读用"粘结试验"造句
英文翻译手机版
- caking test
- "粘结"英文翻译 cohere; bond; cementation
- "试验"英文翻译 experiment; test; trial
- "低温粘结试验" 英文翻译 : cold adhesion test
- "e花结试验" 英文翻译 : e rosette test
- "打结试验" 英文翻译 : looping test; snarl test; snarling test
- "冻结试验" 英文翻译 : freezing test
- "固结试验" 英文翻译 : consolidation test
- "花结试验" 英文翻译 : e rosette test
- "抗烧结试验" 英文翻译 : burn-back resistance test
- "融化-固结试验" 英文翻译 : thaw consolidation test
- "烧结试验" 英文翻译 : agglutinating test; sintering test
- "终结试验" 英文翻译 : complete test
- "e(玫瑰)花结试验" 英文翻译 : e rosette test
- "常规固结试验" 英文翻译 : routine consolidation test
- "高压固结试验" 英文翻译 : high pressure consolidation test
- "酒精凝结试验" 英文翻译 : alcohol coagulation test
- "快速固结试验" 英文翻译 : fast consolidation test
- "玫瑰花结试验" 英文翻译 : rosette test
- "烧结试验装置" 英文翻译 : sinter test rig
- "双样固结试验" 英文翻译 : double-specimen oedometer test
- "煮沸凝结试验" 英文翻译 : clot on boiling test
- "粘结力试验" 英文翻译 : cohesion test; test methods of mechanical properties of mortar for ferrocement―bond test
- "粘结性试验" 英文翻译 : caking test; cementation test; cohesiveness test
- "eac玫瑰花结试验" 英文翻译 : eac rosette assay
- "(牛奶的)酒精凝结试验" 英文翻译 : alcohol coagulation test
例句与用法
- Aerospace series . adhesion test for metallic coatings by shot peening
航空航天系列.经过喷丸硬化的金属涂层的粘结试验 - The experiment of delamination and felt of aluminum powder at room temperature on the basis of rapid manufacturing mold
基于快速制模的铝粉室温分层粘结试验研究 - Hot applied joint sealants - test method for the manufacture of concrete test blocks for bond testing recipe methods
热用接缝密封胶.粘结试验用混凝土试验块生产的试验方法 - Hot applied joint sealants - part 12 : test methods for the manufacture of concrete test blocks for bond testing recipe methods
热用密封胶.第12部分:粘结试验中混凝土试验块制造的试验方法 - Adhesives for leather and footwear materials - preparation of bonded test pieces by moulding - on processes ; german version en 14294 : 2004
皮革和鞋靴材料用胶粘剂.通过制模工艺进行粘结试验件 - Hot applied joint sealants - part 12 : test method for the manufacture of concrete test blocks for bond testing recipe methods ; german version en 13880 - 12 : 2003
热用密封胶.第12部分:粘结试验中混凝土试验块制造的 - 2 . research on the bond of the new - to - old concretes . by means of the test of spitting bond between new and old concretes , the bond performance of different bond material is researched
2 、新老混凝土界面粘结的研究采用新老混凝土劈裂粘结试验方法,对比研究了普通修补混凝土、丁苯改性混凝土、氯丁改性混凝土粘结性能。 - In the aspect of improving the cracking feature , compatibility and flexibility , the author has done experiments , including strength , modulus of elasticity experiments , and design some experiments similar to the practical structure and circumstance including adhesion strength between fresh mortars and old ones , between mortar and polystyrene board , mortar shrinkage in concrete circle , mortar shrinkage at different strength and different polymer - cement ratio , and temperature deformability at different strength and different polymer - cement ratio on mortars , on different type of formwork and on mortars with different type of formwork
在改善砂浆抗裂性、提高柔韧性和协调变形能力方面,进行了不同聚合物掺量的强度试验、弹性模量试验;设计了与模网混凝土实际结构和情况相接近的新老砂浆粘结强度试验、砂浆与苯板的粘结试验以及混凝土环中的砂浆收缩试验;进行了不同强度、不同聚合物掺量下的砂浆干缩变形试验、温度变形试验,以及不同结构形式的钢网自身温度变形试验和配有钢网的砂浆温度变形试验。 - The bond effect of various bond material is also researched by use of the test of pored - drilled drawing bond between new and old concretes . this paper also makes a contrast with the effect of mortars " bond , which offers a meaningful reference on how to choose bond materials and to appraise the bond effect
并通过新老混凝土钻芯拉拔粘结试验,研究了不同界面粘结材料的新老混凝土粘结效果,并与其砂浆粘结试验结果进行了对比,对实际工程应用中正确选用界面粘结材料及评价粘结效果具有一定的指导意义。 - 3 . based on the bond test for 33 concrete specimens and gfrp and bending test for 15 beams strengthening with gfrp , surface preparation of concrete , type of epoxy adhesives , thickness of adhesives , hardening time of adhesives , cure condition after strengthening are considered , and the effect on concrete structures strengthening with gfrp causing by construction behavior was analyzed . 4
根据gfrp片材加固混凝土结构在施工中常涉及到的一些相关因素,如混凝土基层表面处理情况、所选用的粘结剂类型、涂抹粘结剂的厚度、加固的方式以及养护状况,进行了33个混凝土试件与gfrp片材的剪切粘结试验,并进行了采用gfrp片材加固的15根混凝土梁的抗弯试验,分析了与施工性能相关的因素对gfrp片材加固混凝土结构效果的影响。
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