粘結機 的英文怎麼說

中文拼音 [niánjiē]
粘結機 英文
cementing machine
  • : 粘動詞(粘附) glue; stick; paste; adhere to; bond
  • : 結動詞(長出果實或種子) bear (fruit); form (seed)
  • : machineengine
  1. Direct proof of the mechanism of adhesion is quite elusive.

    直接證明理是十分困難的。
  2. Propellant binders based on these materials have excellent mechanical properties and good performance.

    用這些材料製成的推進劑的工作性能很好,而械性能則更為突出。
  3. To improve the binding strength between the deck slabs and deck surfacing layer of badong changjiang river highway bridge and to provide the surfacing layer with anti - cracking ductility, a series of technical measures has been taken in the construction of the deck surfacing of the bridge, including those of embedding binding reinforcement in the deck slabs, spraying inorganic binding agent between the slabs and layer, replacing part of the cement with micro expansion agent and adding appropriate amount of polypropylene fibers to the concrete

    摘要巴東長江公路大橋橋面鋪裝,通過採取預埋橋面接鋼筋、噴塗無界面劑、用微膨脹劑替代部分水泥、在混凝土中摻入適量的聚丙烯纖維等措施來提高橋面板與鋪裝層間的界面強度和給橋面抗裂增韌。
  4. In the same time, according to the fracture test results, the influence mechanism of aggregate size on fracture toughness of adherence of new and old concrete is discussed and analyzed, which is verified by manse of the fractal theory

    同時根據新老混凝土斷裂試驗果,分析了粗骨料最大粒徑對新老混凝土斷裂韌度的影響理,並用分形理論對影響理進行了驗證。
  5. This thesis focused on the warping soil consolidation mechanism under osmotic pressure as to blanket cracks disposal in earth dam

    針對土壩土鋪蓋裂縫的淤填處理問題,對淤填土在滲壓作用下的固理進行了研究。
  6. Standard test method for adhesion strength and mechanical failure modes of ceramic coatings by quantitative single point scratch testing

    用定量單點劃痕試驗測定陶瓷塗層強度和械損壞類型的標準試驗方法
  7. The construction execution of prestressing work has many advantages such as : dry - work, rapidity, no organic adhesion agent, small space to be taken, the high efficiency of strengthening, so this way can be applied in the structures which request to improve bearing capacity largely and take small space after strengthening as well as other structures which will work in long time and in high temperature

    預應力加固過程是干作業,施工速度快,不使用有劑,加固后佔用空間小,加固效率高,適用於要求大幅度提高承載力及加固后佔用空間小的混凝土構,也適用於要求施工速度快,加固后使用年限長,工作環境溫度高的構。
  8. The binding principle in pelletizing covers a comprehensive model of interfacial reaction among particles inside green pellets, the formation of binding film during hardening of green pellets by baking to obtain enough strength for a volumetric catalyzed reduction model for cold - bound pellets bearing composite binder and corresponding high temperature reduction system in rotary kiln

    提出了含復合劑的生球強度界面作用力綜合模型,冷固球團礦強度的理,含復合劑的冷固球團礦催化還原體積反應制及全窯高溫快速還原熱工制度。
  9. ( 2 ) from the equilibrium conditions of the isolated segment from a beam - column sub - assemblage, it is clarified for the first time that the bond stress along the beam rebars passing through the joint transfers into the column end to balance shear at this column end at the same ratio as that of the compression force in the compressed concrete at beam ends

    通過對樑柱組合體柱脫離體的平衡條件,首次明確了貫穿節點梁筋應力和梁端受壓混凝土的壓力以相同的比例傳入柱端以平衡柱端剪力,從而對節點區的傳力理重慶大學博士學位論文出了完整的和具有說服力的解釋。
  10. In the process of production of introduced high speed windlass set protos70, the undesirable phenomena of water - soft paper ill - bonded, dropping cigarette filter and water - soft paper wrapping border often appear in the practiceal production

    摘要在引進的高速卷接組protos70生產過程中,經常出現水松紙不良、掉咀、水松紙翹邊等現象。
  11. By means of statistical inference as well as hypothesis test method, it is determined that the variables of compressive stress and shearing stress are of extreme - value distribution and that the variables of frictional coefficient and cohesion coefficient are of logarithmic normal distribution

    應用統計推理和假設檢驗方法分析得知,壓應力與切應力隨變量呈極值型分佈,摩擦系數與力系數隨變量呈對數正態分佈。
  12. Hence, it is very significant to analyze the mechanism and extend law of interface debond of solid rocket motor

    因此,研究固體火箭發動界面脫理和擴展規律,是固體火箭發動構完整性分析的重要課題。
  13. Ansi a108. 1 - 1992 specifications for installation of ceramic tile with organic adhesives or water cleanable tile setting epoxy adhesive included in ansi a108. 1 - 1992

    用有劑或水可洗環氧樹脂陶瓷磚劑鋪設瓷磚的規范
  14. A. the preparation of sliding ink for plastic printing. b., widely used in ht e preparation of double components epoxy paint and epoxy adhesive, the curing matter own fine mechanical and electrochemical property ; it is also applied in the manufacture of low temp

    B二聚酸與多元胺反應生成具有活性胺基的聚酰胺,廣泛應用於製造雙組份環氧油漆及環氧劑,固化物具有良好的械電化學等性能。
  15. Based on measurement of strains of both horizontal stirrups in the joint core and longitudinal reinforcement passing througth the joint, in different stages, transfer mechanism and factors affacting seismic behavior of the joint, were analysed. under different shear compression ration, effect of axial force ratio on seismic behawior of the joint was also evaluated, static shear and seismic shear of the joint based on capacity design were investigated. on this basis, new governing criteria and conditions of seismic behavior of the joint were put forward

    通過對節點區水平箍筋以及貫穿節點梁、柱縱筋在不同受力階段應變的精細量測,對節點的傳力理以及影響抗震性能的因素進行了分析研究;對不同剪壓比條件下軸壓比對節點抗震性能的影響規律進行了分析研究;對不同受力階段梁筋的退化規律以及節點區的剪切變形進行了分析研究;對節點的靜力抗剪與建立在能力設計思路上的抗震抗剪問題進行了深入研究,提出了建立在新思路基礎上的節點抗震性能控制準則和控制條件。
  16. According to the anchoring material difference, post - installed bars may include organically post - installed bars and inorganically post - installed bars

    植筋按照材料的不同,可分為有植筋和無植筋兩類。
  17. Analysis on the cohesion mechanism of concrete combination and its quality - control

    混凝土合面粘結機理分析及質量控制
  18. This paper is a part of the country s grave foundational research subject ( climbing project b ) and country s natural science fund item ( 59778045 ) < < study on mechanism of adherence of new and old concrete > >

    本文屬國家基礎性研究重大項目(攀登計劃b ) 《重大土木與水利工程安全性與耐久性的基礎研究》之5 . 2 ( 1 )課題及國家自然科學基金項目( 59778045 ) 《新老混凝土的粘結機理研究》課題子項。
  19. A way to avoiding crack or reducing crack width of concrete or reducing distortion of member is using prestressed concrete. the writer tried to make full use of the merit of the prestressed concrete and designed prestressed concrete mandril to control crack of structure. the prestressed concrete mandril, which was firstly applied high pressure on a small concrete bar, and then was made in concrete, so it would act as reinforced bar and resist load. in this thesis the writer designed 24 mmnbers and had experimental study of them, reached the conclusion that the effect of resisting crack of the prestressed concrete mandril was good when the load was not large, it can enhance the capacity of resisting crack and reduce the crack distance and crack width, but when the loads was large, the effect of resisting crack was not good, when we used the prestressed concrete mandril and reinforced bar together in member, the effect of resisting crack was very good. the writer analysed the adherence mechanism and wreck mechanism of the prestressed concrete mandril in anxial tension members, and according to the character of the prestressed concrete mandril, the writer constructed the bond model of it. then the writer introduced the analysis theory of crack including the bond - slip theory, the non - slip theory, the synthesis theory and mathematics stat method. the different theory had different theory base, they considered that the primary affection of crack width was different. in this test, the crack distance and crack width of members which placed reinforced bar were match to the compute value of the code gb 50010 - 2002 very well. to the members which

    本文共進行了24根試件的試驗研究,得出了預應力混凝土芯棒能較大地提高構件抗裂承載力,在荷載小於預應力混凝土芯棒的開裂荷載時有較好的抗裂效果,能較大地減小裂縫間距和裂縫寬度,但是當荷載較大預應力混凝土芯棒開裂時預應力混凝土芯棒的抗裂效果不是很好,若將普通鋼筋和預應力混凝土芯棒一起使用時則有很好的抗裂效果。本文分析了預應力混凝土芯棒在軸拉試件中的粘結機理和破壞理,根據預應力混凝土芯棒本身的特點,提出了預應力混凝土芯棒與后澆混凝土之間的模型。然後本文詳細介紹了經典的裂縫分析理論滑移理論、無滑移理論、綜合理論和數理統計方法,各理論有著各自不同的理論基礎,認為影響裂縫寬度的主要影響因素也各不相同。
  20. Based on tests of 41 pull - out cfrp specimens in the paper and other references of the experimental results, the bond mechanism, failure mechanism and bond strength of frp bars to concrete are studied systematically, some phenomena are explained and beneficial results are gained

    基於41個碳纖維塑料筋的拉拔試驗,並綜合分析其它文獻的果,對纖維塑料筋與混凝土的粘結機理、破壞理和強度進行了較為深入的研究。
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