CN102353592A - 现场伺服控制岩体真三轴试验装置 - Google Patents
现场伺服控制岩体真三轴试验装置 Download PDFInfo
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Abstract
本发明公开了一种现场伺服控制岩体真三轴试验装置，包括轴压加载系统、围压加载系统、测量及采集控制系统，主要是在地下洞室现场柱状岩体试样顶面平置钢板，钢板上均布设置至少二个或二个以上千斤顶，每个千斤顶上平置钢板，钢板上设置传力柱，传力柱上平置钢板并上顶洞室岩体面，柱状岩体试样尺寸范围：长30cm至100cm，宽30cm至100cm，高60cm至150cm，测杆一端设置在柱状岩体试样顶面中心内，测杆另一端穿过钢板孔接测量及采集控制系统，千斤顶接轴压加载伺服控制系统。本装置利用地下洞室现场大尺寸岩体试样，大吨位千斤顶加载提供高轴压，且由现场岩体承载，开展复杂应力条件下岩体真三轴试验，可独立加载伺服控制，获得更准确的岩体综合强度。
Description
现场伺服控制岩体真三轴试验装置
技术领域
[0001] 本发明涉及一种岩体力学试验设备，尤其涉及一种利用地下洞室开展现场大尺寸、高应力岩体真三轴试验的装置。
背景技术
[0002] 由于大型地下洞群的规模逐渐增大，所处的地下地质环境条件也愈加复杂。因此， 存在深埋、高地应力条件下，洞群围岩的稳定性状况、破坏形态和破坏机制等问题。现场岩体力学试验是解决这类问题的主要研究方法。
[0003] 当前主要采用直剪试验获取现场岩体强度，直剪试验需要预设剪切面，试验结果只能反映剪切面强度，无法揭示岩体综合强度，直剪试验只能与Mohr-Coulomb等少数强度准则配套，不能考虑中间主应力影响。开展现场岩体三轴试验是了解岩体综合强度的有效途径。从参考文献可知，长江科学院于1972年在葛洲坝开展了现场岩体三轴试验，中科院武汉岩土力学研究所针对国投新集煤矿区软岩，开展了现场岩体三轴蠕变试验，日本电力工业研究中心利用其自行研制的设备，针对凝灰岩开展了等围压三轴试验。
[0004] 以往三轴试验岩体试样尺寸小，无法揭示岩体综合强度，与工程岩体实际综合状况相距较大，尺寸效应明显。
[0005] 如要开展现场大尺寸岩体试验，需要大吨位千斤顶给试样加载提供轴压，从而也需要较大反力承载，现有试验台架的刚度和出力水平难以满足要求。
发明内容
[0006] 本发明的目的是为了克服现有技术的缺陷，提供一种利用地下洞室现场大尺寸岩体试样，大吨位千斤顶加载提供高轴压，且由现场岩体提供轴压反力，适用于复杂应力条件的岩体真三轴试验设备，可独立加载伺服控制，获得准确的岩体综合强度。
[0007] 本发明解决其技术问题采用以下技术方案：一种现场伺服控制岩体真三轴试验装置，包括轴压加载系统、围压加载系统、测量及采集控制系统，主要是在地下洞室现场柱状岩体试样顶面平置钢板，钢板上均布设置至少二个或二个以上千斤顶，每个千斤顶上平置钢板，钢板上设置传力柱，传力柱上顶洞室岩体面，传力柱与洞室岩体面由钢板隔置，柱状岩体试样尺寸范围：长30cm至100cm，宽30cm至100cm，高60cm至150cm，测杆一端设置在柱状岩体试样顶面中心内，测杆另一端穿过钢板孔接测量及采集控制系统，千斤顶接轴压加载伺服控制系统。
[0008] 而且，轴压加载伺服控制系统为计算机接转换器EDC，转换器EDC接伺服阀，伺服阀一端接油源，另一端接增压器，增压器接千斤顶。
[0009] 而且，千斤顶对柱状岩体试样顶面加载最高轴压120MPa。
[0010] 而且，测量及采集控制系统为测杆接轴向变形测表，轴向变形测表接入计算机。
[0011] 本发明与现有技术相比还具有以下的主要优点：
[0012] 1、利用现场岩体做成柱状大尺寸试样，多个大吨位千斤顶加载轴压，克服试验台架的刚度和出力问题，现场岩体大尺寸试样试验全面揭示岩体综合强度，避免样品尺寸小与工程岩体相距较大而产生的尺寸效应。
[0013] 2、由于在柱状大尺寸试样顶面上设多个大吨位千斤顶加载轴压，通过传力柱将千斤顶的荷载传递给上部洞室岩体面，充分利用地下洞室现场岩体承载，产生较大反力，达到柱状大尺寸试样的轴压加载目的。
[0014] 3、千斤顶对柱状岩体试样施加轴压，千斤顶接轴压加载伺服控制系统，可以独立控制柱状岩体试样的轴压，由于接入伺服阀，控制增压器可以试验不同轴压加载，揭示岩体综合强度。
[0015] 4、测量及采集控制系统由测杆接变形测表，并接入计算机，从而使测量与采集试验数据由计算机控制，使采集试验数据实时、精确。
[0016] 5、柱状岩体试样尺寸范围：长30cm至100cm，宽30cm至100cm，高60cm至150cm， 利用地下洞室岩体现场可以提供一定范围内变化的样品尺寸，扩大了试验仪器使用范围， 适用范围更广泛。
附图说明
[0017] 图1是本发明现场伺服控制岩体真三轴试验装置示意图。
[0018] 1.洞室岩体面，2、2'、2〃 .钢垫板，2-1.钢板孔，3.传力柱，4.千斤顶，5.油管， 6.反力框架，7.径向变形测表，7'.测杆，8.轴向变形测表，8'.测杆，9、9'.液压枕， 10.现场柱状岩体试样，11.增压器，12.伺服阀，13.伺服油源，14.转换器EDC，15.计算机， 15'.测量及采集控制系统，12".轴压加载伺服控制系统。
具体实施方式
[0019] 下面结合附图对本发明进一步说明。
[0020] 如图1所示，一种现场伺服控制岩体真三轴试验装置，由反力框架、轴压加载系统、围压加载系统、测量及采集控制系统组成。利用地下洞室现场岩体直接做成柱状大尺寸试样，尺寸范围：长30cm至100cm，宽30cm至100cm，高60cm至150cm，便于提供一定范围内变化的样品尺寸，柱状岩体试样（10)顶面上平置钢板O)，其上均布设置至少二个或二个以上千斤顶G)，每个千斤顶（4)上平置钢板O')，传力柱C3)设置钢板O')上，传力柱（3)上面平置钢板(T )，并顶住洞室岩体顶面（1)，利用地下洞室岩体强度，直接用洞室岩体面承载千斤顶轴压产生的较大反力，达到柱状大尺寸试样轴压加载效果。柱状岩体试样（10)顶面与千斤顶（4)之间、千斤顶（4)顶面与传力柱C3)之间、传力柱C3)顶面与洞室岩体面（1)之间分别由钢板O)、(2' )、(2")隔置；千斤顶（4)接轴压加载伺服控制系统（12")，轴压加载伺服控制系统（12")单独控制柱状岩体试样（10)顶面千斤顶（4) 轴压加载，轴压加载伺服控制系统（12")由数据线将计算机（1¾接转换器EDC(14)，接转换器EDC (14)接入伺服阀（12)，伺服阀（12)通过油管（5) —端接油源（13)，另一端接入增压器（11)，增压器（11)接千斤顶⑷千斤顶⑷对柱状岩体试样（10)顶面加载最高轴压 120MPao
[0021] 柱状大尺寸试样顶面中心内置测杆（8')，测杆（8')另一端穿过钢板孔
接测量及采集控制系统（15')，测量及采集控制系统（15')是测杆（8')接轴向变形测
4表（8)，轴向变形测表（8)的数据通过数据线接入计算机（15)，输出试样顶面变形数据。
[0022] 岩体真三轴压缩试验装置，试验装置反力框架为矩形柱体，矩形柱体反力框架（6) 四周内面安装液压枕（9) (9')，并套置在柱状岩体试样（10)外，围压加载伺服控制系统接入柱状岩体试样（10)侧面两对应面液压枕（9) (9')，并能够单独控制围压加载，围压加载伺服控制系统由数据线将计算机（15)接转换器EDC(14)，转换器EDC(14)接入伺服阀 (12)，伺服阀(12)通过油管(5) 一端接油源（13)，另一端接入增压器（11)，增压器(11)接液压枕（9) (9')，液压枕（9) (9')对柱状岩体试样（10)四面加载最高围压25MPa。
[0023] 岩体真三轴压缩试验装置安装完成，开启计算机（15)、转换器EDC(14)，启动伺服油源（1¾。试验人员将试验指令输入计算机（15)，然后开始试验。试验人员的指令由转换器EDC(14)转换为电信号，发送给伺服阀（12)，伺服阀（12)依据转换器EDC(14)的指令，将伺服油源（1¾提供的压力进行调节，然后将指定压力输送给增压器（11)，增压器将伺服阀的压力放大，然后将放大的压力通过油管（¾输送给柱状大尺寸试样轴向千斤顶，轴压加载控制系统（12")控制柱状岩体试样（10)轴向千斤顶（4)轴压加载。试样（10)受千斤顶（4)荷载作用后，所发生的变形分别通过测杆传递，然后被轴向变形测表（8)采集，并通过数据线传递给计算机（15)，计算机（15)按试验人员要求绘制实时试验曲线。
Claims (4)
1. 一种现场伺服控制岩体真三轴试验装置，包括轴压加载系统、围压加载系统、测量及采集控制系统，其特征在于：地下洞室现场柱状岩体试样（10)顶面平置钢板（2)，钢板 (2)上均布设置至少二个或二个以上千斤顶G)，每个千斤顶（4)上平置钢板O')，钢板 (2')上设置传力柱（3)，传力柱C3)上顶洞室岩体面（1)，传力柱（3)与洞室岩体面（1) 由钢板、2'’ )隔置，柱状岩体试样（10)尺寸范围：长30cm至100cm，宽30cm至100cm，高 60cm至150cm，测杆（8') 一端设置在柱状岩体试样（10)顶面中心内，测杆（8')另一端穿过钢板孔（2-1)接测量及采集控制系统（15')，千斤顶（4)接轴压加载伺服控制系统 (12")。
2.根据权利要求1所述一种现场伺服控制岩体真三轴试验装置，其特征在于：轴压加载伺服控制系统（12")为计算机(15)接转换器EDC (14)，转换器EDC (14)接伺服阀（12)， 伺服阀(12) 一端接油源（13)，另一端接增压器（11)，增压器(11)接千斤顶(4)。
3.根据权利要求1或2所述一种现场伺服控制岩体真三轴试验装置，其特征在于：千斤顶（4)对柱状岩体试样（10)顶面加载最高轴压120MPa。
4.根据权利要求1所述一种现场伺服控制岩体真三轴试验装置，其特征在于：测量及采集控制系统（15')为测杆（8')接轴向变形测表（8)，轴向变形测表（8)接入计算机。
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