鋼砂混凝土 的英文怎麼說

中文拼音 [gāngshāhúnníng]
鋼砂混凝土 英文
steel grit concrete
  • : 鋼名詞(鐵和碳的合金) steel
  • : 名詞(沙子) sand; grit
  • : 混形容詞1. (渾濁) muddy; turbid2. (糊塗; 不明事理) foolish; stupid
  • : 動詞1. (凝結) congeal; curdle; coagulate 2. (注意力集中) fix
  • 混凝土 : concrete; beton; jetereting混凝土壩 concrete dam; 混凝土板 concrete slab; 混凝土標號 concrete gra...
  1. Adopting the construction scheme which combines iron - frame moulded board with unsegragating concrete underwater and encircling steel hoop on glass fiber reinforced plastic mortar pipes, the difficulty in construction of outfall in riprap mound within a short period period is overcome

    摘要通過採用框模板結合水下不離析以及對玻璃排水管採用抱箍的施工方案,成功解決了在較短工期內完成拋石棱體中出水口施工難度大的問題。
  2. This research put forward three repairing and curing projects : one is to use the steel fiber reinforced concrete to repair the road ; other is to use dula fiber concrete to repair the layer ; another is to use polymer cement mortar to repair the curing layer

    本研究提出了三種維修養護方案,其一為纖維修補層,其二為杜拉纖維修補層,此兩種都為補強性修補層;第三種為聚合物水泥漿維修養護層。
  3. The results show that the damages to the appearance of concrete structures exposed to atmosphere, including honeycombing, cracking along rebar, rebar corrosion, and concrete delamination, are quite serious, that the poor quality of concrete construction, the insufficient thickness of local concrete cover, and the rebar corrosion expansion and dilatancy induced by carbonization of concrete cover are the main causes, and that the main form of damages to the overflow structure is the abrasion resulted from water scouring

    結果表明,水閘的水上(大氣中)結構外觀破損十分明顯,露石露、順筋裂縫、筋銹蝕、破損剝落等已十分嚴重;引起破壞的主要原因是施工質量較差,局部保護層厚度不足,保護層碳化引起筋銹蝕脹裂,而水流沖刷磨蝕是水閘過流結構破壞的主要形式。
  4. Abstract : the cause of underwater concrete reinforcing cage up - floating accident is improper operation, such as loose - placement of reinforcing cage, fast - drawing of conduct pipe, improper embedded depth of conduct pipe ; and the poor quality of concrete, for example, the slump, sand percentage, adhesiveness and initial setting time don " t meet requirement

    文摘:水下澆注筋籠上浮事故的原因是操作不當,如筋籠固定不牢、提升導管過猛、導管埋深不當等,以及品質差,如坍落度、含率、粘聚性、初時間等不合要求。
  5. This product is extensive to used for all kinds of minerals, cement, fire - proof materials, aluminum soil the familiar anticipating, the emery, glass raw materials, mechanism building sand, stone materials, sand metallurgy of slag. it has the higher yield effect than other types, especially used to crush harder and causticity materials such as carborundum, emery, magnesium sand

    Pcl直通沖擊式破碎機制機特別適用於製作建築石磨料,耐火材料,水泥石英爐渣粉銅礦石鐵礦石金礦骨料瀝青骨料等多種硬脆物料的細碎與中碎,是高效,節能的碎石制設備。
  6. In charge of one of major subjects of the national eighth five - year plan, i. e. " study on shotcreting techniques of polyacrylate emulsion cement mortar for impermeability coating of pu ding rcc dam ", the achievement of which has been appraised by the ministry of electric power and evaluated as reaching national leading level. 2. in charge of the major subject aided by the committee of national natural science funds, " study on durability of high bolumes of fly ash concrete ", the first phase achievement of which has been commended by the committee. 3. in charge of one of major subjects of the national ninth five - year plan, i. e. " study on high performance concrete in marine engineering, design and construction ". 4. acting as one of editors - in - chief of " technical specification for abrasion and cavities resistance of concrete in hydraulic structures ", which is issued by the ministry of water resources. 5. by providing the repairing and strengthening schemes on seepage and cracks of the basement of nanjing lukou international airport, the air traffic opening of the airport was ensured as scheduled. 6. consulting services on techniques of high performance and abrasion - erosion resistance concrete for three - gorges project, anti - corrosion of reinforced concrete strutures for the ore port of shanghai baoshan iron and steel works, mass fly ash concrete for jiangyin yangtze river bridge and pumping concrete for nanjing yangtze river second bridge

    主持國家「八五」攻關項目「普定碾壓壩上游面丙乳漿防滲層大面積施工工藝研究」 ,成果通過部級鑒定,評價屬國內領先水平; 2 .主持國家自然科學基金重大項目「高摻量粉煤灰的長期性能研究「 ,階段成果獲國家自然科學基金委通報表彰與獎勵; 3 .主持國家「九五」攻關項目「海工高性能成套技術研究」 ; 4 .水利部「水工抗沖磨防空蝕技術規范」的主編之一; 5 .為南京祿口國際機場地下室修漏與裂縫補提出技術方案被采納並實施,為機場如期通航作出貢獻; 6 .為三峽工程抗沖磨高性能技術、上海寶礦石碼頭防腐蝕技術、江陰長江大橋大體積粉煤灰技術、南京長江二橋泵送技術等提供咨詢建議。
  7. Experimental study on the bending behavior of reinforced concrete slabs strengthened by using high - strength steel - wire mesh and polymer morter

    高強絞線網聚合物漿加固板抗彎試驗研究
  8. Its principal merit is steel mash layer and high - strength mortar layer are identical material in property, work well together, has better durability and can be easy to carry out

    其主要優點在於絲網高強漿層與結構具有相同的材性,能夠協同工作,且具有較好的耐久性及易實現性。
  9. This dissertation focuses on the systemic experiments and theoretical analysis on strengthening reinforced concrete beams with high - performance ferrocement. the main research content and achievements can be summed up in the following aspects : 1. experimental study on flexural strengthening of beams with ferrocement : based on the tests of sixty - three beams, the performance of beams flexural strengthening with ferrocement has been tested

    本文對採用這種新材料加固的梁進行了系統的試驗研究和理論分析,研究的主要內容和成果如下: 1 .復合漿筋(絲)網加固梁抗彎試驗研究:在63根梁的試驗基礎上,研究了復合漿筋(絲)網加固對梁抗彎性能的影響和作用。
  10. The cause of underwater concrete reinforcing cage up - floating accident is improper operation, such as loose - placement of reinforcing cage, fast - drawing of conduct pipe, improper embedded depth of conduct pipe ; and the poor quality of concrete, for example, the slump, sand percentage, adhesiveness and initial setting time don " t meet requirement

    水下澆注筋籠上浮事故的原因是操作不當,如筋籠固定不牢、提升導管過猛、導管埋深不當等,以及品質差,如坍落度、含率、粘聚性、初時間等不合要求。
  11. 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

    在改善漿抗裂性、提高柔韌性和協調變形能力方面,進行了不同聚合物摻量的強度試驗、彈性模量試驗;設計了與模網實際結構和情況相接近的新老漿粘結強度試驗、漿與苯板的粘結試驗以及環中的漿收縮試驗;進行了不同強度、不同聚合物摻量下的漿干縮變形試驗、溫度變形試驗,以及不同結構形式的網自身溫度變形試驗和配有網的漿溫度變形試驗。
  12. The result of macro - quality experiments show : mineral admixtures markedly slow the hydrating velocity of cement slurry, decrease and delay the hydrating max - temperature, in which steel slag is more effective ; expansive agents compensate concrete shrinkage, enhance the concrete dense degree, strengthen the interfacial layer between fiber and cement matrix and improve the physical mechanics qualities of acic ; minimal admixtures markedly improve the concrete workability property, increase the concrete later intensity & density and the capability of anti - chemical attack and anti - permeability ; hybrid fiber reinforces the toughness of obviously acic by the means of anti - cracking effect of fiber with different sizes and different properties in the corresponding construction levels

    實驗結果顯示:渣摻合料能顯著減緩水泥漿體水化速率,降低漿的水化溫升並延遲最高溫升時間;補償收縮,提高密實度,加強纖維與水泥石的界面粘結,增強力學性能,但不能明顯改善韌性。雜纖維通過纖維的不同尺度與不同性質在相應的結構層次上產生阻裂效應,增韌渣防滲抗裂;增加的破壞極限能,極大提高抗彎曲能力和韌性指數,改善脆性。
  13. Admixtures for concrete, mortar and grout - part 4 : admixtures for grout for prestressing tendons - definitions, requirements, conformity, marking and labelling

    漿和灌漿用添加劑.第4部分:預應力筋束用添加劑.定義要求符合性標記和標簽
  14. Admixtures for concrete, mortar and grout - admixtures for grout for prestressing tendons - part 4 : definitions, requirements, conformity, marking and labelling

    漿和灌漿用外加劑.預應力筋束灌漿用外加劑.第4部分:定義要求一致性標記和標簽
  15. Observing the mechanics and effect of the new strengthening method with test and finite element method is supposed to offer a guide for technology and become valuable in theory and practice. both compression test, including four reinforced and three control specimens, and shear - compression test, including nineteen reinforced and four control specimens are being studied in this paper. the research on the curves of load - strain, load - deflection and hysteretic shows that the transverse translation of the reinforced columns is well controlled with an upgrading of both ductility and ultimate bearing capacity ( ubc )

    本文對4根絲網外噴高強漿加固柱和3根對比柱進行了軸壓試驗研究,並對19根加固柱和4根對比柱進行了剪壓試驗研究;通過對試件荷載-應變曲線、荷載-撓度曲線和滯回曲線等的研究表明,採用該加固方法能有效的約束柱子橫向變形,並對提高柱的極限承載力和延性有明顯的效果;同時根據理論及加固機理分析提出了適應於此加固方法的軸壓極限承載力計算公式。
  16. A simplified formula for the shear capacity of rc simply supported beam which strengthened with the cmmr is proposed in this paper. 3 、 the shear capacity of rc beam strengthened with cmmr is studied. though the test of fourteen simply supported reinforced concrete beams and five overhanging reinforced concrete beams with cmmr, it analyses the effects of shear - span ratio, web reinforcement ratio of cmmr, style of loading, preloading on strengthening, and compares them with rc beams using ordinary stirrup

    3 、根據本文進行了的14根簡支梁和5根伸臂梁的水泥復合漿筋網抗剪加固試驗,分析了剪跨比、筋網配筋率、加固形式以及持荷狀態等因數對整個構件極限抗剪承載力的影響,並與梁進行了比較。
  17. Use the principle of material complex, carboxylic styrene - butadiene rubber latex added to the ordinary mortar forms pmm which takes the place of the conventional mortar as the surface coated. it can improve the cracking - proof feature, permeability, flexibility, as well as the compatibility with formwork concrete, to protect the formwork from corrosion and finally to enhance the durability of formwork concrete

    利用材料復合的原理在普通漿中摻入丁苯膠乳形成聚合物改性水泥漿代替傳統的普通水泥漿作為模網的表面保護層,以改善面層漿的抗裂性、抗滲性、柔韌性,提高其與模網的協調變形能力,從而保護內部模網不受銹蝕並最終提高模網的耐久性。
  18. Calculation on crack and flexural stiffness of r c beams strengthened with rein forcing steel bar mesh

    筋網復合漿加固梁的裂縫和剛度計算
  19. An innovative strengthening scheme for reinforced concrete space beam - column joints using high strength steel wire mesh and polymer mortar jacket was proposed, and the quasi - static tests of three reinforced concrete beam - column joints with floor slab and transverse beams were performed to verify the efficiency of the strengthening scheme

    摘要提出了採用新技術高強絞線網片聚合物漿加固技術提高空間框架節點抗震性能的方法,並通過3個帶有直交梁和樓板的空間框架節點試件的低周反復加載試驗對該加固方法進行了檢驗。
  20. The test results confirm that ferrocement can be used to significantly increase the flexural capacity, raise crack - resisting capacity and improve the bending stiffness of rc beam

    試驗結果表明,絲網復合漿薄層可以明顯地提高梁的抗彎承載力,提高抗裂性能,增強構件的抗彎剛度。
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