水硬石灰在花山岩画加固保护中的应用研究

水硬石灰兼具石灰和水泥的优点,低收缩、耐盐、适中的抗压和抗折强度、水溶盐含量低,同时与传统的砖石建筑兼容性好,是一种天然、无污染、耐老化的无机材料。本工作针对花山岩画的开裂特点制订出相应的力学参数要求,配制出两种不同的水硬石灰砂浆,并对这两种砂浆的力学性能进行了分析。同时探讨了不同养护条件对水硬石灰砂浆拉拔强度的影响。现场试验结果说明,填补粘结材料可以提供一定的粘结强度,并且具有使用方便,污染小的特点,可用于花山岩画开裂岩体应急保护加固处理。     

Weathering Effects on the Engineering Properties of Sydney (Yellow Block) Sandstone when used as a Building Material

Sydney (Yellow Block) Sandstone is the primary building material used in many nineteenth century buildings in Sydney, Australia. As a natural material, it is subject to deterioration in the salty environment and in extreme cases will need to be removed and replaced. Two cornice pieces have been removed from State Heritage Registered, the Australian Museum due to evidence of visual decay patterns including surface degradation, slight sanding, granular disintegration, contour scaling and flaking, pitting, discoloration, soiling, alga growth and there are missing parts. Stone samples removed from within these building elements were tested for their engineering properties after over 100 years of natural exposure. It was found that the stone has become weaker, softer, less durable, and has an increased capacity to absorb water. The stone was found to be more susceptible to attack from sodium sulfate ingress as opposed to sodium chloride, which would have contributed to the weathering effects noted on the stone. The degree of exposure experienced by each building element was also found to be a factor in the loss of stone quality.     

Hair surface and mechanical properties of Copt mummies from Antinopolis

In the late nineteenth century, excavations were conducted in the necropolis of the site of Antinopolis, a city founded in 130 CE. Over sixty Copt mummies, out of the thousands of graves excavated, were brought to France in the early twentieth century. Unlike mummies of the Pharaonic era, no specific study has been conducted on the mummies of the Christian era. To identify these techniques of mummification and their state of preservation, the Louvre museum has conducted a multidisciplinary study on thirty-nine mummies located throughout France.In this work, we studied the surface topography and the mechanical properties of the hair from eleven mummies.To qualify the hair wear, 3D topography of their surface has been measured with an interferometer of vertical resolution 2 nm and an analysed surface of 20 × 84 μm. The results show that, for most of the hair samples, the cuticle has completely disappeared and the cortex appears very porous. However, for a few of the hair samples, the scales are perfectly regular like those of healthy hair, which is probably due to the mummification techniques used.The mechanical properties of the hair were determined using a three-point bending mechanical test.The results show that the mechanical hair properties are not correlated with the surface morphology of the cuticle.     

A SUMMARY OF RESULTS OF SIMULATED SEISMIC LOAD TESTS ON REINFORCED CONCRETE BEAM-COLUMN JOINTS,BEAMS AND COLUMNS WITH SUBSTANDARD REINFORCING DETAILS

The results of some simulated seismic load tests on reinforced concrete one-way interior and exterior beam-column joints with substandard reinforcing details typical of buildings constructed in New Zealand before the 1970s are described. The tests were conducted using both deformed and plain round longitudinal reinforcement. The interior beam-column joint cores lacked transverse reinforcement and the longitudinal bars passing through the joint core were poorly anchored. The exterior beam-column joint units contained very little transverse reinforcement in the members and in the joint core. In one exterior beam-column joint unit the beam bar hooks were not bent into the joint core. That is, the hooks at the ends of the top bars were bent up and the hooks at the ends of the bottom bars were bent down. This anchorage detail was common in many older buildings constructed before the 1970s. In the other exterior beam-column joint unit the hooks at the ends of the bars were bent into the joint core as in current practice. The improvement in performance of the joint with beam bars anchored according to current practice is demonstrated. In addition, tests were conducted on interior joints with lap splices in the beam longitudinal reinforcement bars near the column face. The tests were conducted using both deformed and plain round longitudinal reinforcement. Tests were also conducted on columns with plain round bar longitudinal reinforcement and inadequate transverse reinforcement.

The reinforcing details were close to identical to those in an existing seven storey reinforced concrete building that was designed and built in New Zealand in the late 1950s.

The test results give an indication of the performance of beam-column joints and members with the above now out-of-date reinforcing details.

The test results reported are a summary of results reported in a number of publications written since 1994.     

SEISMIC DESIGN OF BASE-ISOLATED STRUCTURES USING CONSTANT STRENGTH SPECTRA

This paper presents the concept of constant strength design spectra for the design of base-isolated structures; particularly those structures using isolators with a bilinear hys-teretic behaviour when subjected to dynamic loading. The constant strength design spectra relate peak accelerations, velocities, displacements and effective isolated natural periods for bilinear systems with a given yield strength and post yield stiffness. Constant strength design spectra could be useful for the design of base isolators with bilinear hysteretic behaviour, as these devices can be designed for fixed yield strength and post yield stiffness. The concept of constant strength design spectra and its application for the design of base isolated structures is illustrated with case studies of specific structures.     

RESPONSE OF UNREINFORCED MASONRY BUILDINGS

Abstract

A summary of dynamic measurements are presented that illustrate relations between linear seismic demand and true nonlinear response of unreinforced masonry buildings with flexible diaphragms and rocking piers subjected to a series of simulated earthquake motions.     

新型防霉剂CM1在丝织品保护中的应用研究

为探讨新型防霉剂CM-1在丝织品保护中的效果,通过抑菌活性和模拟环境加速老化实验,检验了其用于丝织品保护中的生物活性,皿内抑菌实验表明防霉剂有很好的生物活性,且具广谱性。结合多种仪器分析,通过热老化、光老化、酸碱水解老化等方法验证防霉剂对丝织品后期安全性影响。结果表明,防霉剂能有效抑制丝织品褪色,红外光谱显示样品的化学结构没有变化,扫描电镜结果说明防霉剂可使样品对抗热老化,对样品表面有保护作用,拉力试验和X-射线衍射论证了防霉剂对丝织品的拉力强度和结晶度均没有影响。     

Characterization of pozzolanic lime mortars used as filling material in shaped grooves for restoring member connections in ancient monuments

This article presents a set of mechanical characteristics for a pozzolanic mortar consisting of hydrated lime and metakaolin, which is used as filler between metallic connectors and marble blocks during restoration activities of ancient monuments in Greece. Mechanical properties include the uniaxial and triaxial compressive strength, the indirect tensile strength, the bending strength, the elastic modulus and Poisson’s ratio, and a shear failure criterion. Cored cylindrical specimens are used for determining the uniaxial and triaxial compressive behavior and the indirect tensile strength of the mortar, thus ensuring the repeatability of the experimental results. The triaxial tests indicated a plastic behavior of the mortars under study, enabling them to perform well in conditions of high shear forces. Calcite and hydraulic components formed in the setting procedure contributed to the plasticity of the final mortar. The mechanical properties that were developed can be utilized to model material behavior and failure under conditions of confined or triaxial loading. The development of a shear failure criterion for a pozzolanic mortar is a substantial accomplishment that has not been previously reported in the international literature.     

上海博物馆明清家具接榫修复及其力学原理

榫卯结构是中国古代木构家具的核心。由于古木家具的材料易朽烂和吸湿膨胀等缺陷,且节点几何形式多样,使节点处于复杂的应力状态,导致榫卯容易拔出或断损。针对此类问题,首先在对上海博物馆收藏的明清家具展开调查研究的基础上,分析了馆藏古木家具的破坏形式,并提出了以接榫为主的修复方案;其次利用连续介质力学的理论分析、数值模拟和性能试验,阐述了接榫修复的力学机理,验证了原有修复方案的科学性与正确性;最后,依据力学模型对馆内已有的修复方案进行了优化。     

唐墓彩绘文物的保护研究

针对唐代墓葬的几件彩陶文物和壁画的特殊要求,选择性能优良的保护材料对彩绘文物进行加固保护。通过X-射线荧光光谱仪和分光光度仪进行彩绘文物颜料成分分析,选用浓度为2%的B72和2%的改性B72加固保护彩绘文物,测试保护后文物的表面颜料粘结性、耐水性、耐酸碱等性能,同时选用分光光度仪和粘接强度仪测试光照老化后文物的颜料颜色和粘接强度的变化。试验结果表明,文物颜料主要成分包括铅丹、铅丹和朱砂混合物、土红以及石绿;加固保护后文物的粘结性、耐水性和耐酸碱度都有所提高,且改性B72的提高程度比B72大;光照老化后改性B72保护的彩绘文物颜料主波长、色纯度和亮度变化均小于B72的变化,改性B72的粘接强度提高指数是B72的3倍之多,粘接性能优于B72。综合对比可以看出,加入紫外线吸收剂的改性B72保护材料很好地起到加固和保护彩绘文物的作用,在彩绘文物加固保护材料的选择上具有借鉴和指导意义。