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1.
张东荣  李斌  魏洋 《森林工程》2011,27(1):68-71
对纤维复合材料(FRP)加固技术的技术原理、研究现状、施工工艺及要求、技术特点及适用范围进行总结。FRP加固技术具有施工便捷、不受构件形状限制、不改变截面尺寸、对原结构不产生损伤、优异的耐久性能、不增加自重、不减小净空及具有良好的适应性等优势。给出一些纤维复合材料加固技术在桥梁加固工程中的应用实例及加固思路,FRP加固可适用于桥梁工程中的抗弯加固、抗剪加固、约束加固及耐久性加固等不同加固情况。  相似文献   

2.
目前市场上由于建筑使用中功能发生改变而需要对结构加固的需求逐步扩大,本文就加大受力构件截面法和包钢法两种加固形式进行实例探讨。  相似文献   

3.
开裂作为古建筑木构件最常见的残损类型之一,影响木构件的长期服役性能,是古建筑稳定性与安全性评估的重要考查内容。本文从古建筑木构件开裂情况、原因、影响,评估方法及修复加固等方面,系统梳理古建筑木构件开裂残损相关研究成果。分析发现我国古建筑木构件开裂的主要原因为木材干缩与受力破坏,主要类型为纵向开裂,开裂可降低木构件力学性能,也可为其他不利因素作用于木构件提供条件。目前主要通过实际试验与数值模拟评估开裂对木构件性能的影响,利用金属材料、纤维增强复合材料(fiber reinforced polymer,FRP)与高分子树脂材料对开裂木构件进行修复加固。然而,由于古建筑的特殊性与木材变异性,仍需进一步探索木构件的不同尺度开裂机制,开发适用于古建筑开裂木构件的检测、评估与加固方法,建立科学系统性的古建筑保护体系。  相似文献   

4.
增大截面加固法又称为外包混凝土加固法,通过增大混凝土构件的截面和配筋,提高构件的强度、刚度、稳定性和抗裂性等。该方法可加固梁式桥,也可加固拱式桥梁。文章对梁桥增大截面加固法的施工要点进行了详细的阐述。  相似文献   

5.
粘钢即在被加固构件表面粘贴钢板,籍以提高其承载能力,目前粘钢技术已在实际工程中得到广泛应用,技术日趋成熟,粘钢有施工简便、工期短、占用的空间小等优点;本文根据施工经验提出施工方法,以利在实际加固当中取得较好的经济效益。  相似文献   

6.
由于木材是存在天然缺陷的生物质材料,故木构件在实际使用时存在不可避免的缺陷。已经使用的木结构大都存在开裂、腐朽等损坏现象,其力学性能有所降低,因此木结构需要进行定期修复。木构件的力学性能随缺陷位置不同而产生差异,通过在缺陷梁受拉区底部粘贴轻质高强的碳纤维复合材料(carbon fiber reinforced polymer,CFRP)提高缺陷木梁承载力。通过四点弯曲试验,研究缺陷梁与加固梁的受弯性能与破坏模式,分析缺陷所在不同位置对木梁破坏形态和承载力产生的不同影响。结果表明,受拉区木节对抗弯强度的影响大于受压区木节产生的影响,中性轴处的缺陷导致木梁产生脆性破坏。木梁受拉区有木节时,在底部粘贴CFRP布能很好地起到加固效果,当木梁上部受压区存在缺陷时,破坏由上部缺陷决定,在底部粘贴CFRP布的加固效果不显著。  相似文献   

7.
预应力碳纤维布加固混凝土构件   总被引:2,自引:1,他引:2  
本文主要论述预应力碳纤维布加固混凝土构件技术,介绍了预应力碳纤维布加固技术产生的背景和发展情况,着重叙述了该技术相对于传统粘贴碳纤维布加固方法在技术方面的优势和现行的预应力碳纤维方法加固混凝土构件施工工艺。  相似文献   

8.
介绍了构件的2种加固方法,粘钢加固法和增大截面加固法,并通过工程实例,提出了加固时的选用原则和标准。  相似文献   

9.
田亚矛 《森林工程》2000,16(4):38-39
本介绍了涂膜防水的优点;施工前的准备工作;施工时的气候,及加固材料的粘贴。  相似文献   

10.
针对损伤严重钢筋混凝土梁进行环氧树脂修复与碳纤维布加固,加固之后进行力学性能试验,试验结果表明,三根损伤严重破坏的钢筋混凝土梁加固修复处理后,梁的荷载挠度曲线及荷载应力曲线呈现线性,极限承载能力提高达50%左右,结构延性略有下降,结构破坏形态类似受弯构件正截面破坏。试验证明,采用的碳纤维布加固和环氧树脂修复已破坏的钢筋混凝土构件的方法是行之有效的,可为实际工程加固设计提供理论和实际参考。  相似文献   

11.
Abstract

This study focuses on the water absorption and mechanical properties of composites made from softwood sawdust and plastics, such as virgin and recycled polypropylene and polylactic acid (PLA). The composites were processed by extrusion, and their properties were investigated by a water immersion test, mechanical tests and a cyclic test for moisture resistance. Scanning electron microscopy was used to study the morphology of the fracture surfaces of the composites. The composites made with recycled polypropylene had the lowest water absorption and thickness swelling of the studied composites. The PLA composites made with heat-treated sawdust showed the highest flexural strength. Of the polypropylene based composites, virgin polypropylene resulted in composites with higher flexural strength. The Charpy impact strength of the composites was found to have an inverse trend compared to flexural strength. Cyclic treatment of the studied composites resulted in 20–60% loss of flexural strength, depending on type of composite.  相似文献   

12.
This paper investigates the mechanical behaviour of Finnish birch (Betula pendula and Betula pubescens) plywood commonly used in road freight trailer decking. A series of tests have been performed to characterize the mechanical performance of the material and the effect of in-service damage that is likely to occur when the material is used in this application. Moisture damage, indentation damage, and abrasive wear are all recreated in the laboratory and the severity of each is assessed. In particular, the effect of indentation damage on flexural properties is compared against the effect of moisture damage. It is found that while indentation damage can often appear more severe during a visual inspection, it generally has a lesser effect on flexural stiffness and strength compared to moisture damage. While the effect of moisture damage on flexural properties is well documented, the effect of indentation damage is previously less well understood. Both indentation damage and moisture damage significantly increase variance in flexural stiffness, but not flexural strength. This work provides a practical insight into whether damaged road freight trailer decking can still withstand in-service loadings. It also provides a benchmark for the performance of novel deck systems such as composite sandwich panels and glass-fibre pultrusions.  相似文献   

13.
木粉和稻壳粉是制备木塑复合材料(WPC)常用原料。WPC在使用过程中经常受到热和水分的影响,笔者对比研究了稻壳粉/HDPE和木粉/HDPE两种复合材料经历热氧老化和长时间水浸渍后性能的变化规律。结果表明:木粉/高密度聚乙烯(HDPE)复合材料的弯曲强度和弹性模量都大于稻壳粉/HDPE的;随着热氧老化或水浸渍处理时间的延长,复合材的挠曲性能下降,其中木粉/HDPE复合材的弹性模量下降最为迅速;复合材料表面明度值随着热处理时间的延长而减小,说明颜色变暗,稻壳粉与木粉填充的复合材之间差别不大。通过光学显微镜观察发现,HDPE与稻壳粉或木粉之间都有缝隙存在,为水分和氧气的进出提供了通道。  相似文献   

14.
The aim of this study is to investigate the properties of CaCO3 in situ treated bamboo pulp fiber (BPF) composites that have been filled with epoxy resin by means of vacuum-assisted resin infusion (VARI). Un-treated and treated BPF were processed at a pressure of 0.24 MPa into BPF preforms. VARI was used to infuse epoxy resin through the BPF preforms to make BPF composites. The flexural properties, impact property, and thermal properties of the BPF composites were analyzed. CaCO3 with the loading of 30 wt% affects the performance of the composites. The flexural strength did not decrease and modulus of the treated BPF composites increased by 9.38%, while the impact strength decreased by 50.98%, compared to the control sample. Dynamic mechanical analysis revealed the maximum elastic moduli of the treated specimens increased by 1.19 times in the temperature range of ?20 to 120 °C. The thermal decomposition temperature of the composites was influenced by the effect of the crystal field and size effect of CaCO3.  相似文献   

15.
Abstract

In this work, the lignin/polypropylene (PP) composites were prepared by lignin and PP using hyperbranched polymer lubricant (HBPL) as a compatibilizer, which was synthesized by oleic acid and amino-terminated hyperbranch (HBP-NH2) polymer in toluene solvent. The impact and flexural strength of the resulting composites were investigated. Experimental results indicated that the impact strength and flexural strength of lignin/PP composites modified with HBPL are 52.3% and 63.6% higher than that of untreated systems, respectively. HBPL treatment could also significantly improve the melt flow rate (MFR) of the lignin/PP composites. Meanwhile, the storage modulus (E′) of adding the HBPL was slightly higher than that of the uncompatibilized system. In addition, scanning electron microscope images showed that the dispersion of the lignin added with HBPL in the polymer matrix was improved. It can be inferred that the lignin and PP matrix interfacial bonding was strengthened.  相似文献   

16.
木纤维PP/PE共混物复合材料的流变和力学性能(英文)   总被引:2,自引:0,他引:2  
For evaluation of the rheological and mechanical properties of highly filled wood plastic composites (WPCs), polypropylene/polyethylene (PP/PE) blends were grafted with maleic anhydride (MAH) to enhance the interfacial adhesion between wood fiber and matrix. WPCs were prepared from wood fiber up to 60 wt.% and modified PP/PE was blended by extrusion. The rheological properties were studied by using dynamic measurement. According to the strain sweep test, the linear viscoelastic region of composites in the melt was determined. The result showed that the storage modulus was independent of the strain at low strain region (〈0.1%). The frequency sweep resuits indicated that all composites exhibited shear thinning behavior, and both the storage modulus and complex viscosity of MAH modified composites were decreased comparing to those unmodified. Flexural properties and impact strength of the prepared WPCs were measured according to the relevant standard specifications. The flexural and impact strength of the manufactured composites significantly increased and reached a maximum when MAH dosage was 1.0 wt%, whereas the flexural modulus after an initial decreased, also increased with MAH dosage. The increase in mechanical properties indicated that the presence of anhydride groups enhanced the interracial adhesion between wood fiber and PP/PE blends.  相似文献   

17.
采用锥形量热仪(CONE)研究可膨胀石墨(EG)与聚磷酸铵(APP)对木粉/聚丙烯复合材料的协同阻燃作用。CONE测试结果表明:EG和APP均可降低木粉/聚丙烯复合体系的热释放速率(HRR)、总热释放(THR)和烟释放速率(RSR),提高成炭率;与APP相比,EG表现出更好的抑烟效果。当EG与APP的总添加量为15%、复配比例为2∶1时,能形成稳定致密的膨胀炭层,阻燃协同效应显著。力学性能测试结果表明:即使在马来酸酐接枝聚丙烯相容剂(MAPP)的存在下,EG和APP阻燃剂的添加对复合材料的冲击强度和弯曲强度仍有不利影响,但EG的添加可提高复合材料的弯曲模量。  相似文献   

18.
对两种不同密度的聚丙烯基木塑复合材进行冻融循环处理,研究处理后试件的弯曲性能的变化.研究结果表明:在-29℃~25℃冻融条件下,两种本塑复合材的弯曲性能变化不明显;在-29℃~52℃,-40℃~52℃,-40℃~80 ℃的冻融条件下,两种木塑复合材的弯曲性能随着循环次数增加呈下降趋势;冻融循环处理后,低密度木塑复合材弯曲性能的衰减率要高于高密度的木塑复合材.  相似文献   

19.
以环氧树脂为胶结材料、不同类型的砂和木质碎料作为集料,利用平板振捣器,采用振实法制备了树脂基木质碎料复合材料。分析环氧树脂用量、木质碎料用量以及砂类型对树脂基木质碎料复合材料的抗折、抗压强度的影响规律。结果表明:试件的最大抗压、抗折强度分别可达5.74和17.16 MPa;在相同胶集比下,试件强度随着木质碎料掺入量的增加而减小;而在相同木砂比下,试件强度随着树脂掺量的增加而提高;随着木质碎料减少和树脂含量的增加,使用不同种类的砂制备的试件力学强度逐渐增加,但增长速率变小;在相同配比的情况下,河砂配制试件的抗压、抗折强度分别高于标准砂配制试件的22%和12%;试件在抗折试验中出现斜裂缝,且一侧为翘起变形的拔出形破坏形态。通过正交试验分析确定了木砂比为试件力学性能的主要影响因素,最佳配比中木砂质量比为1∶3(采用河砂)、胶集比[树脂质量/(木屑+砂)的总质量]为0.3。试验表明利用木质碎料制备树脂基复合材料是切实可行的,为废弃木材的利用开辟了一条新途径,可为木质碎料与树脂形成树脂基木质碎料道路铺装材料的研究与推广提供参考。  相似文献   

20.
采用氢氧化钠作润胀剂和催化剂,氯化苄为醚化剂对竹粉进行内部塑化改性。在不同反应条件下,得到了不同接枝率的塑化竹粉,并比较了相同温度、湿度及不同温度条件下竹粉的质量吸湿率与极限吸湿率。结果表明,塑化竹粉吸湿率显著低于未处理竹粉,表现出很好的憎水性。当竹粉质量增重率为64.2%时,其吸湿质量增重率仅为4.84%,温度对竹粉质量吸湿率无显著性影响;将其分别与聚乙烯混合热压得到复合材料,SEL结果表明塑化竹粉与聚乙烯可形成良好的界面融合;塑化竹粉/聚乙烯复合材料的拉伸强度和弯曲强度比未处理的复合材料高。当塑化竹粉添加量为30%时,拉伸强度提高23.83%,弯曲强度提高25.91%。塑化竹粉/聚乙烯复合材料具有很好的热融合稳定性。  相似文献   

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