片语

mixed block masonry混用砌块

Constrained concrete block masonry约束砌块砌体

block reinforced masonry wall混凝土砌块

building block masonry wall砌块圬工墻

concrete block masonry混凝土砌块

concrete block masonry building混凝土砌块

concrete hollow block masonry混凝土空心砌块砌体

reinforced block masonry配筋砌块砌体

large block masonry大型砌块砌筑

英汉例句

• the green degreed of small size hollow block masonry building is the best in all structural systems, but the application of the structural system is few because of some reasons.

  在各种结构体系中，小砌块建筑的绿色度最好，但由于各种原因，其建筑的应用不多。

• by compressive tests on specimens, the whole stress-strain curve is regressed and the value of elastic modulus and poission「s ratio of concrete block masonry are proposed.

  根据试验数据回归得到了砌块砌体应力-应变曲线，以及弹性模量和泊松比的取值。

• basing on compressive mechanism and main factors that impact compressive strength, the compressive strength formulas of block masonry are establish, using stress and strain method respectively;

  依据受压工作机理和影响砌块砌体抗压强度的主要因素，分别用应力法和应变法建立了砌块砌体抗压强度公式；

• based on the experimental research, the fundamental mechanical and non-linear behavior of concrete block masonry is analyzed and discussed by using several theory and fea method.

  本文在试验研究的基础上，运用多个理论及有限元分析方法，对混凝土砌块砌体的基本力学性能和非线性性能进行了分析与研究。

• concrete block masonry forms the lower level wall finish and is finished with a coat of white paint to express the construction technique used.

  混凝土砌块作为底层的墻面，涂上白漆来表现所用的施工技术。

• first, superiority general situation of application at home and abroad and problems faced in researching of concrete block masonry is summarized.

  文内首先综述了砌块砌体的优越性、国内外砌块应用及砌块建筑概况和混凝土砌块砌体研究中存在的问题。

• according to the experimental research and theoretical analysis, the basis strength values for concrete block masonry of all kinds of concrete infill ratio are put forward.

  通过试验研究和理论分析，提供了不同灌芯率时混凝土砌块砌体的基本强度指标；

• based on a practical project, the applications of pressure grouting in strengthening the foundation of a block masonry building are discussed in this paper.

  以一实际工程为例 ，论述了压密灌浆 （压力注浆 ）在一砖混结构地基加固中的应用 ，此方法在加固过程中基本无附加沉降 ，不用开挖。

• the results showed that the contribution of mortar to compressive capacity of concrete block masonry cannot be neglected.

  本文认为在灌孔砌块砌体抗压强度计算时不能忽略砂浆的贡献。

• based on the experimental research of reinforced block masonry shear wall and the nonlinear finite element method, the shear strength of shear wall under vertical and horizontal loads is given out.

  针对配筋砌块砌体的特点，采用数值计算的方法确定配筋砌块砌体剪力墻的屈服曲率和极限曲率，并建立剪力墻曲率延性比和位移延性比的关系。

• the main reason for the strength rising is the full-alignment of web-shells in n-type block masonry prisms.

  分析表明，其强度提高的主要原因是n式砌块砌体实现了孔、肋对齐。

• this paper introduced an experimental study abroad of the behavior of horizontally spanning joint reinforced block masonry walls under out-of-plane monotonic lateral loading.

  介绍了国外水平跨缝配筋的砌块墻体，在平面外单侧荷载作用下的性能所作的试验研究。

• the recommendated preparation work before construction, the method of construction, measures taken to prevent cracking. it affords experience of developing load bearing block masonry system to a more…

  所介绍的对施工机具的选择、施工方法、防止裂纹所采取的措施等，为大面积推广承重砌块结构体系提供了经验。

• a model at 1/6 scale of a 7-story hollow concrete block masonry building was designed and fabricated by theory of similitude.

  按相似理论设计制作了1/ 6比例七层混凝土小型空心砌块房屋整体模型。

• compared to ordinary grouted masonry, the mechanical properties of the grouted slotted block masonry were more realistic.

  与普通灌孔砌块砌体相比，开槽砌块灌孔砌体的受力性能更接近实际工程。

• the results showed that the grouted slotted block masonry cracked early and the compressive strength was moderately identical with the ordinary grouted masonry.

  试验结果表明，开槽砌块灌孔砌体受压时开裂较早，抗压强度与普通灌孔砌块砌体相差不多。

• according to the results of the test, constructional columns at the boundary and inner block masonry work together under the horizontal and vertical loading;

  研究结果表明：两侧构造柱和内部砌块墻体可以相互作用，共同抵抗水平荷载和竖向荷载；

• with the popularization of building energy conservation wall the precast small size concrete hollow block masonry is more and more applied in structural wall.

  随着建筑节能墻体的推广，预制混凝土小型空心砌块在承重墻体中得到了广泛应用。

• the theoretical analysis and testing research on shear load bearing capacity of the reinforced concrete block masonry shear wall have been investigated.

  对配筋砌块砌体剪力墻抗剪承载力进行了理论分析和试验研究。

• the results show that the eccentric compression capacity of the multi-functional concrete hollow block masonry is higher than that of brick masonry and common concrete miniature hollow block masonry.

  试验结果表明，多功能混凝土空心砌块砌体内偏心受压承载力较砖砌体和普通混凝土小型空心砌块砌体偏心受压承载力要高；

• a formula is provided to calculate the compressive capacity of concrete block masonry when the mortar strength is very low.

  提出了适用于砂浆强度很低的灌孔砌块砌体的抗压强度计算公式。

• middling and tall structure with reinforced concrete small block masonry shear wall has become development trends for adapting to cities」 construction.

  为适应城市建设需要，配筋砌块剪力墻中高层结构是混凝土小型空心砌块应用发展的新趋势。

• experimental study on compression behavior of composite hollow concrete block masonry for load-bearing and energy conservation;

  介绍了一种融节能、防渗漏、隔声性能于一体的新型节能复合混凝土小型空心砌块。