Experimental Study on Shear Strength of High Strength Concrete Columns

On basis of the experiment on sixteen high strength concrete columns, their shear behaviors are analysed. The effects of shear-span ratio and axial compression ratio on failure behavior, cracking shear and shear strength are analysed. The authors have discussed the suitability of the design equations for shear strength in the code. This experimental study on shear strength of high strength concrete frame columns is the first one in this field at home and the results can be served as reference for the code of high strength concrete design.     

Wolf公式在乳品礼盒箱结构设计中的应用

为研究Wolf公式在乳品礼盒箱结构设计中的应用,以350 mL莫斯利安为例,根据内装物的数量、排列方式预设计5种礼盒箱,依据Wolf公式对各规格礼盒箱进行理论抗压计算,并运用抗压公式对相同贮存环境中、堆码10层的条件下计算礼盒箱最低应达到的抗压值,综合长宽比、周边长等礼盒结构设计元素对二者的结果进行了比较和分析研究,同时对礼盒箱进行抗压实验验证,进而得出最适合350 mL莫斯利安结构设计的礼盒箱.结果表明:350 mI礼盒箱在纸箱材质、高度一致的条件下,排列为3×3、长宽比为1、周边长为74 mm时,礼盒箱4的抗压强度提供的市场价值最优.     

Experiment Research of Adhesive and Shearing Strength between the Concrete Member Poured with Special-shaped Steel Form and the Cement Mortar on its Surface

This paper systematically presents the experiment about the adhesive and shearing strengthbetween the concrete member poured with two kinds of steel form and the cement mortar on the membersurface. By the comparison of three groups of experiments, this paper draws a conlusion tha the adhesive and shearing strentgh between concrete member and cement mortar could be considerably increased if the special-shaped steel form was applied.     

测试胶合板胶合强度的研究

通过对有关胶合强度测试的几个试验结果的分析,表明我国胶合板国家标准对胶合强度试验方法的规定具有先进性、合理性和可行性。     

长输管道的试压

长输管道试压是管道施工中的一道重要工序,是对管材和焊接质量的综合检验。从管段划分、试压介质的选择、试验压力的确定等方面对试压工作进行了论述,介绍了国内外先进的施工实例和试压理念,旨在推动实现试压工作的专业化,保证管道长期运行的安全性。     

十二烷基硫酸钠对大豆基木材胶黏剂的改性作用

采用10.0g·kg^-1的十二烷基硫酸钠（SDS）改性质量分数为250.0g·kg^-1的大豆粉浆液,制成SDS改性大豆基木材胶黏剂（SF）,运用单因素和正交试验法考察了pH值、反应温度和反应时间对改性SF胶耐水胶合强度的影响。试验结果表明,SDS改性大豆基木材胶黏剂的最佳工艺：pH8,反应温度35℃,反应时间4h。改性后的SF胶Ⅱ类耐水胶合强度为0.70MPa。由红外光谱分析可知,SDS改性使大豆蛋白质分子大量的非极性基团外露,增加了蛋白质分子的疏水性,提高了改性SF胶的耐水胶合强度。图4表3参10     

Evaluation of Strength Performance of Finger-jointed Lumbers Using Three Kinds of Nondestructive Techniques

Resonance flexural vibration（Fast Fourier Transform, FFT）, ultrasonic wave（Pundit） and stress wave（Metriguard） techniques were examined as means of evaluating the static modulus of elasticity （MOE） and predicting the modulus of rupture （MOR） of finger-jointed lumber specimens made with four kinds of Eucalyptus （Eucalyptus. citriodora, E. exserta, E. grandis x E. urophylla and E. grandis）. Dynamic MOE was calculated from frequency and time obtained from forced vibrations and sounds induced in the four species of finger-jointed specimens. It was found that correlation coefficients between density and static MOE and dynamic MOE were statistically significant at the 0.01 level. And it was also found that the three nondestructive techniques can provide rapid and accurate means to determine the MOE, and the dynamic MOE was more accurate to predict static MOE than density. But the correlation coefficient between dynamic MOE, static MOE and MOR were lower than results reported by other researchers for solid wood, and were not statistically significant. It can be concluded that the three nondestructive techniques are useful for evaluating the MOE, but not suitable for predicting the MOR of finger-jointed.     

MJS水泥土的试桩成桩效果分析

以南京地铁7号线中胜站全断面承压含水砂层MJS加固下穿既有运营10号线车站工程为背景,基于试桩芯样对MJS水泥土试桩成桩效果进行研究,研究不同桩型、不同水泥掺入比、不同地层下各部位MJS水泥土试桩的成桩效果(加固范围、成桩质量、抗压强度、弹性模量、水泥含量),并与室内MJS水泥土强度数据比较.结果表明:全圆桩整体成桩效...     

我国脲醛树脂制备技术研究概述

介绍了我国近年来脲醛树脂制备技术和实际应用概况,总结了生产实践中较为实用的树脂制备和改性方法,探讨了脲醛树脂目前存在问题,并指出发展方向。