砌体结构受爆破地震波作用破坏特征研究

在建筑物附近进行爆破作业产生的爆破振动,会引起结构一定程度的损伤,对结构的安全性和耐久性产生影响。根据现场工程情况,采用有限元软件ANSYS建立砌体结构的计算模型,对爆破地震波作用下其受力和变形进行数值模拟分析。研究表明,爆破地震波作用时,房屋门、窗户的四角部位和墙角等是易产生应力集中和破坏的关键部位;结构对爆破振动的响应程度随着结构物高度的增加而增大;砌体结构设计施工和在砌体结构附近进行爆破作业时,应采取相应减振措施,以降低爆破振动的危害。     

缠绕型全自动液压压砖机机架钢丝预紧力的设计

通过建立钢丝缠绕型液压压砖机机架的力学模型，推导出钢丝绕层和钢丝预紧力的计算方法，并用有限元分析方法验算了某一缠绕型全自动液压压砖机机架钢丝预紧力的大小。     

Li2O-MgO-Al2O3-SiO2系高温低膨胀釉的制备及性能研究

以焦炉炉门堇青石衬砖的使用情况为依据，得出适合堇青石衬砖高温低膨胀釉的体系为Li2O-MgO-Al2O3-SiO2系。釉料在合理的化学组成范围内生成堇青石与口．锂辉石固溶体晶体。试验成功的研制出适用于堇青石衬砖的高温低膨胀釉，釉料在1350℃与堇青石砖共同烧成，釉层能均匀光滑的铺展在堇青石衬砖表面，它能在1200℃下使用而不融化，它的热膨胀系数为2．85×10^-4，在20℃～1000℃并且还有待于进一步降低。釉与堇青石衬砖热膨胀相匹配，因此釉层经五次热震（1100℃，水冷）后的没有裂纹出现。XRD物相分析得出釉有堇青石与口．锂辉石固溶体晶体相生成。釉能填充堇青石衬砖表面的气孔并以自身的高致密性防止了有害物质向砖内部渗透，起保护层作用。     

半圆拱砖砌烟道结构的可靠度分析比较

对某半圆拱砖砌烟道结构计算分析,先根据规范分析抗力及荷载的均值、变异系数,在求定值解的基础上用ANSYS有限元软件进行概率分析,得到了拱顶下缘、拱肩外缘抗拉功能函数概率密度图,以及拱顶下缘、拱肩外缘沿通缝的失效概率。     

Massive versus lightweight construction in residential building

Masonry as the primary form of construction is currently the most economic option for the building of multi‐storey apartment blocks in Germany in order to provide affordable housing. It can however also be stated that there is definitely further rationalisation potential in masonry construction, in contrast to lightweight construction. In comparison to masonry construction, lightweight building methods show no apparent economic advantages, the ecological balance is objectively equivalent and the fire protection and sound insulation properties have to be provided technically and constructively at high cost in order to comply with the same requirements. Under consideration of a realistic and objective assessment, there is therefore no reason to promote the use of lightweight building methods, such as timber‐frame, from their current status as niche products, especially for residential building.     

特殊构造砖烟囱定向爆破拆除

介绍了定向控制爆破技术拆除一座烟囱、水塔的结合体,拟爆结构物地坪以上27 m处设置钢筋混凝土结构水箱,致使重心高于一般烟囱,其外壁采用ф12 mm钢筋网箍和60 mm厚混凝土进行加固。周边环境复杂,距高压配电房仅1.4 m,为避免地坪处+0.5 m烟道口对定向的影响,将爆破切口位置提高到+3.0 m处;为减小触地振动、防止倾倒过程中出现后座,采用梯形切口,爆破切口长度取其周长62%,爆破切口高度取1.4 m。为克服烟囱外壁加固层和圆拱墙体钻凿深度不准确的影响,同排相邻炮孔采用一深、一浅的布置方式,其炮眼深度差值2~3 cm,装药结构应用正、反向起爆综合技术。采用开挖减震沟、设置缓冲带控制爆破振动等措施,爆破效果理想,保证了邻近建筑物及设施安全。     

High‐rise concrete and clay block masonry building in Brazil

Brazilian structural concrete and clay block masonry construction shares many common features with construction all over the world: blocks of a similar shape are bedded in mortar, vertical and horizontal reinforcement is placed in grouted cells, engineering analysis and design follows universal principles and local design codes mimic those adopted elsewhere. However, loadbearing masonry construction in Brazil has become one of the most preferred high‐rise building systems due to its cost‐effectiveness and ease of construction compared to normal reinforced concrete solutions. This paper provides an overview of loadbearing masonry building in Brazil, including case studies on notable high‐rise masonry structures, with an overview of how Brazilian materials, codes and practices differ from the rest of the world. Finally, the paper explains how the use of high‐strength units assists the growing demand for taller and taller buildings and provides insight into why owners and general contractors often prefer to use structural masonry.     

Differentiation between the terms ”confined masonry“ and ”infill masonry“

This publication concerns the differentiation between the terms ”confined masonry“ and ”infill masonry“ using the example of the national technical approval Z‐17.1‐1145 – POROTON S9 MW –vertically perforated clay units with integrated thermal insulation using thin layer mortar [1].     

Proposal for the simplified design of basement walls under lateral earth pressure

This paper deals with the design of basement walls subjected to lateral earth pressure. The current simplified calculation method according to DIN EN 1996‐3/NA only covers active earth pressure, which is the lower limiting value of the earth pressure. Designing according to DIN EN 1996‐1‐1/NA, higher coefficients of earth pressure (like earth pressure at rest) can be considered, with an additional verification of the shear resistance being necessary. This paper presents a theoretical model, which forms the basis for an analytical derivation of the loadbearing capacity, and explains the required minimum values of the acting normal force to ensure sufficient resistance to cover bending and shear. Based on these results, a simplified equation is proposed for the determination of the required minimum normal force, based on the design according to DIN EN 1996‐3/NA and providing identical values in case of an earth pressure coefficient of 1/3. The required minimum load resulting from this approach fulfils the described requirement to cover bending and shear. The presented solution is verified and the conditions for application are defined. Finally, the minimum required normal forces are evaluated and tabulated for common cases relevant to building practice.     

砖砌体建筑的温度裂缝及设计控制

总结了目前砖砌体建筑普遍存在着竖向,水平、斜向温度裂缝、并分析了裂缝产生原因。根据裂缝产生的不同原因,在建筑,结构设计时采取“调”、“放”、“抗”措施,达到控制裂缝产生的目的。