CN108396649A - 一种桥梁用防护钢丝拉索 - Google Patents
一种桥梁用防护钢丝拉索 Download PDFInfo
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- 239000010959 steel Substances 0.000 claims abstract description 67
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- NCWQJOGVLLNWEO-UHFFFAOYSA-N methylsilicon Chemical compound [Si]C NCWQJOGVLLNWEO-UHFFFAOYSA-N 0.000 description 1
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- ISWSIDIOOBJBQZ-UHFFFAOYSA-N phenol group Chemical group C1(=CC=CC=C1)O ISWSIDIOOBJBQZ-UHFFFAOYSA-N 0.000 description 1
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- 229910052726 zirconium Inorganic materials 0.000 description 1
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- C08J9/00—Working-up of macromolecular substances to porous or cellular articles or materials; After-treatment thereof
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- C08J9/00—Working-up of macromolecular substances to porous or cellular articles or materials; After-treatment thereof
- C08J9/04—Working-up of macromolecular substances to porous or cellular articles or materials; After-treatment thereof using blowing gases generated by a previously added blowing agent
- C08J9/06—Working-up of macromolecular substances to porous or cellular articles or materials; After-treatment thereof using blowing gases generated by a previously added blowing agent by a chemical blowing agent
- C08J9/10—Working-up of macromolecular substances to porous or cellular articles or materials; After-treatment thereof using blowing gases generated by a previously added blowing agent by a chemical blowing agent developing nitrogen, the blowing agent being a compound containing a nitrogen-to-nitrogen bond
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Abstract
本发明公开了一种桥梁用钢丝拉索,包括多根钢丝,所述的多根钢丝以密排六方方式排布,钢丝之间有发泡橡胶,发泡橡胶内有陶瓷增强颗粒,多根钢丝外包裹有刚性外壳和HDPE护套,刚性外壳和层HDPE护套之间设有弹性层;通过本发明,可以提高钢丝的使用寿命,提高了外面防护涂层与钢丝表面的结合强度,并能起到减震、缓冲的作用,降低了成本。
Description
技术领域
本发明属于桥梁技术领域,尤其是涉及一种桥梁用防护钢丝拉索。
背景技术
斜拉桥又称斜张桥,是将主梁用许多拉索直接拉在桥塔上的一种桥梁,作为一种拉索体系,比梁式桥的跨越能力更大,是大跨度桥梁的最主要桥型。斜拉桥主要由索塔、主梁、斜拉索组成,由许多直接连接到塔上的钢缆吊起桥面,预应力钢丝拉索是桥梁结构中一种关键的受力部件,要求具有良好的强度、韧性、抗腐蚀性以及减震性能。目前预应力用桥梁钢丝拉索通常参照国家标准GB/T 18365-2001进行生产制造。但是目前通常采用的非金属保护层、化学保护层和金属保护层存在着易氢脆、易老化等问题,目前通用的钢丝拉索是由多根带有防护涂层的钢丝合到一起,外加护套组成。上述结构的钢索在储存、运输、施工过程中,相互之间会发生受力接触,造成涂层破损,同时钢丝之间缺少有效的缓冲防护,也容易造成磨损,使用寿命降低。
发明内容
为解决上述技术问题,本发明提供了一种桥梁用钢丝拉索。
本发明完整的技术方案包括:
一种桥梁用钢丝拉索,包括多根钢丝,所述的多根钢丝以密排六方方式排布,钢丝之间有发泡橡胶,发泡橡胶内有陶瓷增强颗粒,多根钢丝外包裹有刚性外壳和HDPE护套,刚性外壳和层HDPE护套之间设有弹性层;
所述的钢丝组分为:C:0.32~0.58%,Si:4.1~5.3%,Ti:1.1~1.3%,Ni:1.0~1.1%,Cr:0.1~0.8%,Mo:0.1~0.15%,Cu:0.04~0.06%,Mn:0.3~1.8%,P、S含量小于0.012%,余量为铁,以上组分为重量百分比。
在钢丝的间隙之间,以及钢丝和外壳之间的间隙填充发泡橡胶材料,发泡橡胶内有氧化铝颗粒,将橡胶混炼加入后在120160℃下进行两次硫化发泡。使发泡橡胶材料体积膨胀充满钢丝之间以及钢丝和外壳之间的间隙。
具体为选择100质量份的橡胶,优选为乙烯基硅橡胶或苯基硅橡胶;2030质量份的过氧化二异丙苯、8~20质量份的活性剂;5~8质量份的过氧化二叔丁基;2~7质量份的偶氮二甲酰胺;0~6质量份的甲基硅油,加入0.52质量份的氧化铝陶瓷粉。混炼后加入钢丝的间隙之间,以及钢丝和外壳之间的间隙,在120-160℃下进行两次硫化发泡。使发泡橡胶材料体积膨胀充满钢丝之间以及钢丝和外壳之间的间隙,并具有一定的支撑强度。
本发明相对于现有技术的优点在于:采用合理的钢丝组分,具有较高的耐腐蚀性能和较好的耐疲劳性能,提高了钢丝的使用寿命,在钢丝的间隙之间,以及钢丝和外壳之间的间隙填充发泡橡胶材料,并具有一定的支撑强度,起到了减震、缓冲的作用,降低了成本,采用先分丝后填充,一体发泡成型的工艺,显著提高了充填量,橡胶中的陶瓷颗粒起到了提高强度的作用,其使用量可根据发泡效果和强度要求选择。
附图说明
图1为本发明的结构示意图。
图中:1为钢丝,2为发泡橡胶,3为陶瓷增强颗粒,4为刚性外壳,5为弹性层,6为HDPE护套。
具体实施方式
下面结合附图和具体实施方式对本发明做进一步说明。
如图1所示,一种桥梁用钢丝拉索,包括多根光面钢丝1,所述的多根光面钢丝1以密排六方方式排布,钢丝之间有发泡橡胶2,发泡橡胶内有陶瓷增强颗粒3,多根钢丝外包裹有刚性外壳4和HDPE护套6,刚性外壳4和层HDPE护套6之间设有弹性层5。
选择钢丝,钢丝的组分为:C:0.32~0.58%,Si:4.1~5.3%,Ti:1.1~1.3%,Ni:1.0~1.1%,Cr:0.1~0.8%,Mo:0.1~0.15%,Cu:0.04~0.06%,Mn:0.3~1.8%,P、S含量小于0.012%,余量为铁,以上组分为重量百分比。将钢丝表面超声波清洗,并烘干处理。
随后将钢丝通过分丝板定位,按密排六方方式排布,在外面包敷刚性外壳4。在钢丝的间隙之间,以及钢丝和外壳之间的间隙填充发泡橡胶材料,具体为选择100质量份的橡胶,优选为乙烯基硅橡胶或苯基硅橡胶;2030质量份的过氧化二异丙苯、8~20质量份的活性剂;5~8质量份的过氧化二叔丁基;2~7质量份的偶氮二甲酰胺;0~6质量份的甲基硅油,加入0.52质量份的氧化铝陶瓷粉。混炼后加入钢丝的间隙之间,以及钢丝和外壳之间的间隙,在120-160℃下进行两次硫化发泡。使发泡橡胶材料体积膨胀充满钢丝之间以及钢丝和外壳之间的间隙,并具有一定的支撑强度,随后将多组钢丝聚合成型,随后在外层施加弹性层和外层护套。
此外,在本发明一个优选的实施方案中,光面钢丝外还具有刷涂或喷涂的颗粒层,具体为选择10-30%的高铝矾土粉和20-40%的锆英粉,5%的水溶性酚醛和余量的水形成混合物,将钢丝加热到150180℃后将混合物刷涂或喷涂到钢丝表面并继续加热,使钢丝形成凹凸的颗粒表面,为防护涂层的涂挂增加附着力。通过加热加压,使用喷枪将聚脲材料喷到形成凹凸的颗粒表面的钢丝表面,形成防护涂层。钢丝外具有刷涂或喷涂的颗粒层,解决了光面与涂层结合界面不牢固,在随后工序中涂层易损坏脱落的问题,提高了外面防护涂层与钢丝表面的结合强度,
以上所述,仅是本发明的较佳实施例,并非对本发明作任何限制,凡是根据本发明技术实质对以上实施例所作的任何简单修改、变更以及等效结构变化,均仍属于本发明技术方案的保护范围内。
Claims (3)
1.一种桥梁用钢丝拉索,包括多根钢丝,所述的多根钢丝以密排六方方式排布,钢丝之间有发泡橡胶,发泡橡胶内有陶瓷增强颗粒,多根钢丝外包裹有刚性外壳和HDPE护套,刚性外壳和层HDPE护套之间设有弹性层;
所述的钢丝组分为:C:0.32~0.58%,Si:4.1~5.3%,Ti:1.1~1.3%,Ni:1.0~1.1%,Cr:0.1~0.8%,Mo:0.1~0.15%,Cu:0.04~0.06%,Mn:0.3~1.8%,P、S含量小于0.012%,余量为铁,以上组分为重量百分比。
2.权利要求1所述的桥梁用钢丝拉索,在钢丝的间隙之间,以及钢丝和外壳之间的间隙填充发泡橡胶材料,发泡橡胶内有氧化铝颗粒,将橡胶混炼加入后在120-160℃下进行两次硫化发泡。使发泡橡胶材料体积膨胀充满钢丝之间以及钢丝和外壳之间的间隙。
3.权利要求2所述的桥梁用钢丝拉索,选择100质量份的橡胶,优选为乙烯基硅橡胶或苯基硅橡胶;20-30质量份的过氧化二异丙苯、8~20质量份的活性剂;5~8质量份的过氧化二叔丁基;2~7质量份的偶氮二甲酰胺;0~6质量份的甲基硅油,加入0.5-2质量份的氧化铝陶瓷粉。混炼后加入钢丝的间隙之间,以及钢丝和外壳之间的间隙,在120-160℃下进行两次硫化发泡。使发泡橡胶材料体积膨胀充满钢丝之间以及钢丝和外壳之间的间隙,并具有一定的支撑强度。
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