砌合方塊 的英文怎麼說

中文拼音 [fāngkuāi]
砌合方塊 英文
bonded block
  • : 砌Ⅰ動詞(用磚、石等壘) build by laying bricks or stones Ⅱ名詞(臺階) step
  • : 合量詞(容量單位) ge, a unit of dry measure for grain (=1 decilitre)
  • : Ⅰ名詞1 (方形; 方體) square 2 [數學] (乘方) involution; power 3 (方向) direction 4 (方面) ...
  • : 名詞(古時佩帶的玉器) penannular jade ring (worn as an ornament in ancient china)
  • 方塊 : diamond; block
  1. Methods of test for ancillary components for masonry - determination of bond strength of prefabricated bed joint reinforcement in mortar joints

    圬工輔助的試驗法.灰漿連接處預制基地接處加固的粘結強度的測定
  2. This paper is focused on a series of experiments including two kinds of large - scale composite walls with different joint fashion under low cyclic loadings. the experiments are carried out in order to know the seismic of composite walls out - of - plane and research the impact of deformation out - of - plane on carrying ability in - plane, experimental design reference is expected to achieve and tech support provide

    為了彌補這面的研究不足,本文對兩種連接式足尺復墻片進行了低周反復荷載作用下的恢復力試驗,以了解配筋墻的平面外抗震性能,同時研究平面外變形對墻體平面內抗震性能的影響,為配筋墻的設計提供依據。
  3. Since the temperature difference was most important parameters in thermal effects calculation, a combined temperature difference method considered year temperature difference and day temperature difference was put forward. with the combined temperature difference obtained from field tests, a lot of calculations have been done by finite element method ( fem ), considering of different structural measures. the law of displacement and stress in cshbb was presented and a relative displacement formula was deduced

    在介紹小建築的溫度作用分析法的基礎上對溫度作用計算中最重要的參數? ?溫差取值進行了探討,提出了同時考慮年溫差和日溫差影響的組溫差取值法;根據各種不同的組溫差取值法,結現場實測數據給出了試點建築的組溫差取值,並考慮了不同構造措施的影響,對試點建築進行了有限元的溫度效應計算;給出了小建築的位移變化規律和應力變化規律以及層間相對位移的計算表達式。
  4. We calculate composite block masonry ' s heat transfer coefficients under different conditions, then we discuss these data according to the energy efficiency criterion in wuhan city and come up with the key factors which influence the thermal performance of composite block masonry, . at the end of this paper we summarize and look forward to the future of composite blocks in engineering practice in mechanics and thermal sides

    在熱工性能面,對復體的保溫、隔熱性能進行了分析與推導,定量推導了多種情況下復體的傳熱系數,並結武漢市的地節能標準進行了論證,提出了影響復體熱工性能的關鍵因素。
  5. Consequently, to optimize the appearance and structure design of retaining walls, especially to have a deeper understanding of the bearing mechanism of various retaining walls and select city retaining wall type reasonably are of great engineering significances and potential economic effect. based on a thorough analysis of the character and mechanism of city - retaining - wall structures, the design theories, construction technology, new wall types and development tendency are deeply discussed. besides, the characteristics of various types of city retaining wall are discussed, and the usual methods for earth pressure calculation are summarized

    本文在綜分析目前常用城市擋土結構的特點及其受力特性等基礎上,針對一般擋土墻設計理論、施工技術、新型結構以及未來的發展趨勢進行了深入探討,論述了城市擋土結構的特點,並對常用土壓力理論進行了綜述,介紹了城市擋土墻常見的類型,並介紹了常規的設計理論和法;通過分析比較,優選出錨桿擋土結構和式擋土結構,並從錨桿錨固原理出發,結工程實踐和大量現場試驗、對錨桿的抗拔承載力進行了深入研究,提出了用調整雙曲線模型法計算錨桿抗拔承載力的法,對土壓力計算法進行了探討,對其設計計算法進行了研究。
  6. 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? ?密肋復墻體為研究對象,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 )通過對密肋復墻體在水平低周反復荷載和單調荷載作用下的試驗研究,提出了墻體的主要破壞模式;分析了框格與內部填充、墻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墻體的承載能力、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墻體的簡化力學模型。
  7. In the project of jingyuan garden, a national model project for comfortable residence constructed by us, new technologies including dipy framework system, composite external wall, etc are adopted, especially aerated concrete block enclosure structure is adopted for large areas, which has a great demonstration significance in replacing clay brick and with regard to wall restructuring

    在我們承建的國家康居示範工程景元花園項目中,採用了帝枇模網結構體系,復式外墻等新技術,特別是大面積採用加氣混凝土圍護結構,在替代粘土磚和墻體改革面具有極大的示範意義。
  8. We does relative experiment research and theory calculation in both mechanical and thermal performance

    本文從力學性能和熱工性能兩個面對復體進行了相關試驗研究和理論推導。
  9. 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

    本研究結實際工程中的建築普遍存在的裂縫問題,參照磚墻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,總結了建築墻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,深入的探討了墻體開裂的影響因素,結各地實際工程經驗,在對混凝土墻體在材料、設計、施工等面進行系統的理論分析、綜研究的基礎上,給出開裂的防治法,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,墻體開裂的特點和原因總結; 2有限元分析磚墻實測數據,揭示了墻體內最大主應力和地基相對沉降量的關系及墻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
  10. On the basis of the experimental research, calculation method of stiffness in different stage, ultimate bearing capacity of cavity sandwith panel infill steel frame are discussed and aseismic design method on the new lateral resistant system are concluded. this model is implemented into the analysis on the experimental steel frame and the results agree well with experimental results. the design method is presented according to the interacting of infill and frame

    在試驗研究的基礎上,建立了空腔墻體鋼框架體系考慮退化的三線型恢復力特性模型,提出了模型各受力階段的剛度計算公式、極限承載能力的計算法和抗震計算法,將該模型的計算法用於本次試驗鋼框架,所得出的計算結果與試驗吻良好。
  11. Heat supply heating and hot water supply is provided with : hybrid solar system on the base of solar collectors water - air, area - 12 square meter in the southern wall of a greenhouse ; passive solar system combined with the northern wall made of hollow blocks 0, 2 m wide and filled in with hae of porous material

    該溫室通過以下式提供熱水和供暖:南墻使用面積為12平米的綜太陽能系統,該系統使用太陽能收集器制給空氣和水體加熱北墻使用被動太陽能系統,即墻體由每0 . 2米寬的空心磚成,磚內填充多孔蓄熱材料。
  12. In mechanics performance, we test that composite blocks can be used as bearing ones through doing experiments, analyzing the experiment data of composite blocks and comparing these data to small hollow betonblocks "

    在力學性能面,通過將復與混凝土小型空心進行對比試驗,驗證了復用於承重型體的可行性。
  13. Three characteristic features, such as average velocity of sound, deviation coefficient of sound velocity, and deviation coefficient of amplitude are extracted from four kinds of testing data which are sound velocity, amplitude, frequency and waveform in this paper. fuzzy analysis and artificial neural network are combined to form an intelligent system with similar functions to human brain to classify grc, aerated concrete, hollow brick, solid brick and concrete block. the accuracy of this system is up to 95 % in field tests

    由超聲脈沖法獲得4種檢測信息聲速、波幅、頻率和波形,從中提取3個特徵量:平均聲速、聲速的離差系數和波幅的離差系數,利用模糊分析法和人工神經網路相結對grc 、加氣混凝土、空心磚、實心磚、5種墻體材料進行種類識別,形成一個智能化的、具有類似人腦功能的系統.經現場實測證明,判別的準確率達95 %以上。
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