砌塊墻 的英文怎麼說

中文拼音 [kuāi]
砌塊墻 英文
blockwork
  • : 砌Ⅰ動詞(用磚、石等壘) build by laying bricks or stones Ⅱ名詞(臺階) step
  • : 名詞(古時佩帶的玉器) penannular jade ring (worn as an ornament in ancient china)
  • : 名詞(磚、石等築成的屏障或外圍) wall
  1. Prevention and cure of medium - sized and mini - sixed unsubstantial walls built by concrete, etc

    混凝土等中小型空心砌塊墻體裂損的防治
  2. Main achievements of the thesis : through analysis of the reasons of blockwork crack, i put forwards the measures on material production, shop drawing design and construction management, etc. especially, i put forwards to theory that changing traditional painting technics to avoid crack of painting layer. the application of above measures in engineering proved they are effective

    介紹了在國內外的發展與應用,研究了混凝土裂縫產生的機理,裂縫的形態及裂縫產生的原因,進一步分析研究了砌塊墻體開裂的各種因素,提出了在設計、生產、施工等環節的治理開裂措施。
  3. Though much progress has been achieved in previous study, there still remains a lot to be studied and perfected. the thesis is devoted to study on the multi - ribbed slab wall, the main bearing member in mrss, including its mechanism, failure mode, aseismic capability, mechanical models, ultimate bearing capacity and aseismic design based on control. the paper mainly accomplished such work as follows : 1 ) based on test research on multi - ribbed slab wall, the paper proposed the member ' s failure modes under horizontal loads, analyzed the co - performance between the inner frame and the infilled silica bricks and that between the slab and the outer frame, discussed the wall ' s bearing capacity, rigidity, deformation, ductility and energy dissipation ability in different modes, and put forward a simplified mechanical model of the slab wall under vertical loads

    本文針對密肋壁板結構的主要受力構件? ?密肋復合體為研究對象,就其受力機理、破壞模式、抗震性能、三階段力學模型、極限承載能力以及基於控制的抗震設計方法等進行了較為詳細的研究,完成的主要工作有: 1 )通過對密肋復合體在水平低周反復荷載和單調荷載作用下的試驗研究,提出了體的主要破壞模式;分析了框格與內部填充板與外框的共同工作的受力特點;探討了不同破壞模式情況下體的承載能力、剛度、變形、延性、耗能等抗震性能,並給出了豎向荷載作用下密肋復合體的簡化力學模型。
  4. Under this big background, the text come up with the conceive - to study the behavior of an aac exclusive affiliate material ( building and plaster r ing ash mortar ), and analyze how it match with aac brick ' s characteristics. consequentially, we can find a practical efficient way for the aac brick walling to defend crack and hollow drum

    本文就是在這個大背景下,通過研究一種蒸壓粉煤灰加氣混凝土專用配套材料(築與抹灰砂漿)的性能,分析其與蒸壓加氣混凝土砌塊墻材特性的相匹配性,從而找到治理加氣混凝土砌塊墻體開裂、空鼓的現實有效的方法。
  5. According to each ingredients ( water retaining admixture, polymer, inorganic mineral ) " effect to mortar ' s behaviors ( water relentivity, strength, contractility ) in exclusive mortar " s composite addition, the text defines each ingredient ' s quantity scope, then define the mix through cross experiment. we compared the aac exclusive mortar ' s behaviors such as water relentivity, compressive strength, binding strength, shrinkage, flexural strength and others to ordinary mortar ' s ones, it turn out to be that there is much improve in former ' s behaviors such as water relentivity, compressive strength, binding strength, shrinkage, flexural strength etc, it also shows that the aac exclusive mortar can improve the crack in aac brick walling to a certain degree

    並根據專用砂漿中復合外加劑的各個組分(保水劑、聚合物、無機礦物等)對砂漿主要性能(保水性、強度、收縮性、抗彎性等)的影響來確定每個組分的摻量范圍,再通過正交實驗確定最佳配合比,然後就普通砂漿與專用砂漿的保水性、抗壓強度和粘結強度、收縮值、抗彎曲性能以及其它性能進行了對比,對比結果表明專用砂漿的保水性、抗壓強度和粘結強度、收縮值、抗彎曲性能以及其它性能較普通砂漿都有了很大的提高,說明加氣混凝土專用砂漿在一定程度上可以改善加氣混凝土砌塊墻體的開裂情況。
  6. Analysis and prevention the common cracks in the wall of aerated concrete block

    加氣混凝土砌塊墻體常見裂縫的分析和防治
  7. Buildings made of air blocks react sensitively to factors effecting crack. under same conditions, the blockworks of building crack worse than wall made of clay bricks and crack types are also more complicate. purpose of the thesis : from the reasons of crack, crack development, domestic and overseas theories on crack, i make a deep research on crack

    砌塊墻體與普通粘土磚體開裂的現象有相當的一致性,又有其特殊性,由於建築對影響開裂的因素反應更為敏感,在相同情況下,建築體開裂的程度比粘土磚體要嚴重,裂縫的類型也比較復雜。
  8. Study on the control measures of cracks in small - size concrete hollow block masonry walls

    混凝土小型空心砌塊墻體裂縫控制措施研究
  9. Calculation and analysis of temperature and moisture distribution of composite energy saving block wall

    復合節能砌塊墻體的溫濕度分佈計算及分析
  10. Experimental study and theory analysis on crack - resisting load of concrete small hollow block wall

    混凝土小型空心砌塊墻體初裂荷載試驗研究及理論分析
  11. The blockworks made of air blocks have many resemblances with that of walls made of solid clay bricks but they have their particularity

    混凝土小型空心砌塊墻體開裂的原因是多方面的,也是很復雜的。
  12. The application of new wall material also brings some negative effects, one of which is that wall made of small air blocks often cracks

    但隨著新型體材料的應用,也帶來了一些負面影響,特別是混凝土小型空心砌塊墻體的開裂問題。
  13. Using two different finite element models, compress and shear destroyed states, starting crack load and ultimate bearing capacity are obtained

    通過建立兩組不同的砌塊墻體有限元模型,分析了砌塊墻體受壓和受剪的破壞形態、開裂荷載和極限承載力。
  14. At first, summarize domestic and overseas application and general situation of concrete block, then the advantages and problems of concave concrete block building are illuminated

    運用有限元分析方法,對混凝土節能凹形砌塊墻體的基本力學性能進行了分析與研究。
  15. Concrete small hollow block, which is in favor of environment and saving plantation, is a kind of wall material to substitute for clay block

    混凝土小型空心是一種替代粘土磚的良好體材料,使用砌塊墻體能節省耕地有利於環保,而且砌塊墻體較磚自重輕有利於結構抗震。
  16. But this time, the authors considered more factors that can influence the precise, which include plastic resistant moment of special - shaped columns, bending stiffness of beams and cracking of walls. then, the equivalent width of diagonal strut is worked out. based on above results, the bar system model is used to calculating the internal force of the structure and the results were match the testing data basically

    給出結構的簡化計算方法,本文利用砌塊墻體的斜壓桿等效原理,並考慮了異形柱的塑性抵抗矩、 0梁的抗彎能力以及馬牙搓連接等多種因素,解出了斜壓桿的等效寬度,在此基礎上按桿系模型對結構進行了簡化靜力驗算,結果與試驗基本相符。
  17. Some conclusions are revealed from these results : the bearing press capacity of concave concrete block wall is a little smaller compare to normal block wall, but the shear bearing capacity, the crack load and ultimate load are distinct lager than the later, and the amount of cracks are more than normal block masonry

    分析結果表明,凹形砌塊墻體受壓承載力比普通砌塊墻體的受壓承載力略低,而受剪承載力明顯高於普通砌塊墻體。凹形體與普通體相比,凹形砌塊墻體的開裂荷載、極限荷載明顯要高,體內的裂縫數量要多。
  18. If stone ballast block blended with shrinkage - reducing agent, polypropylene fiber and expansion agent can reduce its own shrinkage while can ’ t worsen its own other properties, it is undoubted that modification of stone ballast block is beneficial to prevent crack in wall filled with stone ballast block, because these modification materials can respectively reduce, restrain and compensate shrinkage of concrete

    在混凝土中摻加減縮劑、聚丙烯纖維和膨脹劑等減縮、限縮和補償收縮材料如能降低的收縮率,且不劣化的其它性能,則無疑有利於砌塊墻體的開裂防治。首先進行材料的改性試驗研究。
  19. The productions include : 1. the investigation of crackss of masonry structures, the characteristic and the reason on cracks of wall ; 2. the limited element analysis about datum of brick - wall the relation between the maximal stress in wall and the relative sedimentation of foundations, the relation between the cracks form in wall and inner stress, the validity of limited element mode ; 3. the limited element analysis about the relative sedimentation of foundations, the influence of ratio of length and height, foundations rigidity, groundsill rigidity on the inner stress in wall ; 4. the limited element analysis about the influence of temperature on wall cracks and the influence of space between extension cracks, difference in temperature on the inner stress in wall ; 5. the analysis about the cracks rule because of temperature, the contrast between the result and the simulant result ; 6. the study about the influence of cracks of masonry structures because of constriction stress, the experience of dealing with constriction cracks in the domestic and the foreign ; 7. the advice of avoiding cracks because of the asymmetric sedimentation temperature, constringency in design and construction

    本研究結合實際工程中的建築普遍存在的裂縫問題,參照磚裂縫調查研究的成果,針對我省的應用狀況,進行了充分的調研,並查閱大量的文獻資料,總結了建築體裂縫的特點和規律,通過對溫度裂縫、沉降裂縫的有限元分析和經驗公式的對比,深入的探討了體開裂的影響因素,結合各地實際工程經驗,在對混凝土砌塊墻體在材料、設計、施工等方面進行系統的理論分析、綜合研究的基礎上,給出開裂的防治方法,促進混凝土在我省的推廣應用,為相關規范的編制提供理論依據和經驗分析,主要研究成果有: 1體開裂的調查研究,體開裂的特點和原因總結; 2有限元分析磚實測數據,揭示了體內最大主應力和地基相對沉降量的關系及體開裂形態與內部應力的聯系,並且驗證了有限元模型的有效性; 3
  20. Abstract : the paper analyzes work coordination between r. c walls and block walls in small size block residence houses with rooms of large width and length up to seven floors in district being seven degrees of intensity. the mechanical behaviour and role of r. c. wall in the system of block structure are also researched in this thesis

    文摘:通過對7度區7層開間大進深砼小型住宅砌塊墻與鋼筋砼體系協同工作的分析,研究了砼結構體系中的受力性能和所起的作用。
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