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Objective To compare the bonding strength of two kinds of bonding adhesion in two different models.

目的 比较两种粘结剂在两种建模方式下对粘结强度的影响。

According to the molecular attraction constant of each function groups, a linkage to connect the structure-rheology-thermodynimics was built.

根据粘结剂中各官能团分子引力常数关系,建立了有关结构与流变学的关系,同时,对有关粘结剂组元相互作用热力学作了分析。

An adhesive is more effective when the contact angle between it and the substrate is low.

粘结剂与基底之间的接触角越小,粘结效能越大。

Objective:To evaluate in vitro the bonding strength of 3 adhesives to glass fiber post and root canal dentine.

目的:评价3种粘结剂对玻璃纤维桩与根管内牙本质的粘结强度。

MAIN OUTCOME MEASURES: The diametral tensile strength test and compressive strength test of the specimens.

主要观察指标:不同粘结系统中树脂粘结剂的压缩强度和径向抗张强度。

In the redispersable powders, WACER powder is excellent. When fine percentage of redispersable emulsoid powder is 1, toughness, adhesive performance of mortar have improved.(3) When MC was mixed into mortar, water-retentive performance, toughness, adhesive performance of mortar have improved and 28d dry shrinkage of mortar has reduced.(4) When AEA was mixed into mortar, dry shrinkage of mortar reduced and infiltration resistance has improved.(5) When cement-to-sand ratio is 1:2.5 , toughness of mortar is perfect.

2WACKER的VAE和551Z两种乳胶粉的效果较好,最佳质量掺量均为1%,对砂浆的和易性、韧性、粘结性能均有较大改善;(3)在干拌砂浆中加入MC保水剂后,砂浆的保水性提高,韧性得到改善,粘结性能也得到了增强,砂浆的28d干缩值也有所下降;(4)砂浆中加入AEA膨胀剂后,砂浆的干缩下降,抗渗性也有一定提高;(5)灰砂比为1:2.5是较为理想的,砂浆的和易性较好,韧性较好;(6)砂浆中加入掺合料可以使砂浆的韧性得到提高,但是会使砂浆的粘结性能下降。

Orthogonal experiment under special condition showed that modifier M has marked effect on properties of no bake sand. Other factors such as modifier B,phosphate concentration and aluminum hydroxide have some impact on properties of binder. It can be found by experiments that strengths of no bake sand are raised notably by binder that modified by modifier B. Modifier B can reduce the strength of no bake sand at high room temperature apart from condition of low room temperature that it can accelerate the reaction and strengthen the sand. Modest content of modifier M in binder has some improvement to anti-wettability of sand. But modifier B has not such notable effect. Electronic microscope shows that near cracks in no bake product there are fibrous shape substances formed when the samples are moistured in high humidity air for sometime.

通过改性剂B对粘结剂自硬砂的性能影响试验发现,改性剂B能显著提高粘结剂自硬砂的强度,在0℃左右很低的环境温度下改性剂M有利于提高自硬砂的反应速度和砂型强度外,但在较高环境温度下,改性剂M均降低粘结剂自硬砂的强度,但是适量的改性剂M有利于改善自硬砂的抗吸湿性,而改性剂B对于改善自硬砂的抗吸湿性的作用不如改性剂M明显,电镜观察发现抗吸湿性较好的自硬砂在高湿度下存放一定时间后,在粘结膜裂纹处会形成一种绒毛状物质,该物质对裂纹具有愈合作用,这种绒毛状物质中具有改性剂M中的某种成分,且含量很高,由此说明改性剂M对提高抗吸湿性有利。

From the bending strength for 12 years, it can be found that the polymer-mortar possessed excellent binding and durability. Hence, the polymer-mortar can be widely used as agglutinating of old-fresh concrete, stick ing steep plate and surface whitewashing at structure reinforced.

根据12年龄期的粘结抗弯强度试验结果,聚醋酸乙烯砂浆不但具有优良的粘结性能,还具有良好的耐久性,可广泛用于新老混凝土的粘结、修补及结构加固中的钢板粘贴和表面粉刷等。

Different compound adsorbents thermal conductivities were measured at different adsorption capacities.It got these conclusions: At the same adsorption capacity,the compound adsorbents thermal conductivities increase with the quantities of the silicate sol contents increase.The compound adsorbents thermal conductivities increase sharply during the silicate sol contents vary between 0%~(7.5%).The therm...

试验结果表明:在同一吸附量的情况下,导热系数与其添加的粘结剂含量正相关,并且在w=0%~7.5%的添加粘结剂范围内导热系数随着粘结剂含量增加而显著增加;13X沸石原粉、复合吸附剂样品Z1和Z2的导热系数随其吸附量增加呈近似线性增长,当吸附量从0%增加到25%时,各吸附剂导热系数均增加了150%以上;配置出复合吸附剂Z1和Z2在分别添加w=5.0%和7.5%的添加剂下,平均导热系数分别为0.183和0.199 W/,比13X原粉分别提高65.4%和80.1%;将配置的复合吸附剂Z2应用于太阳能冷管,其制冷系数COP约为

The microstructure of the concrete is changed after FRT.

采用扫描电镜分析了混凝土的微观结构,结果表明,再碱化后,钢筋混凝土的粘结强度得到明显提高;电流、碳酸钠溶液浓度以及再碱化时间时再碱化后的粘结强度有显著影响;混凝土的微观结构发生了改变,孔隙率减小,有利于粘结强度的增加。

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从鲍尔点的形成原理出发,分析对称连杆曲线上鲍尔点的产生条件,提出等边机构的对称连杆曲线上有单鲍尔点和双鲍尔点。

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