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冲孔桩灌注性能的分析与研究
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作者 武来生 《长春工程学院学报(自然科学版)》 2018年第3期1-6,共6页
冲孔灌注桩工艺适用地层比较广泛,灌注桩充盈系数一般不超过1.3。工程实践发现一些地层的砼灌注量严重超标,在正常施工情况下充盈系数普遍达到1.5~2.0,有的甚至达到2.5。分析研究实际砼灌注曲线、相关充盈系数等灌注性能的不同特征,揭... 冲孔灌注桩工艺适用地层比较广泛,灌注桩充盈系数一般不超过1.3。工程实践发现一些地层的砼灌注量严重超标,在正常施工情况下充盈系数普遍达到1.5~2.0,有的甚至达到2.5。分析研究实际砼灌注曲线、相关充盈系数等灌注性能的不同特征,揭示冲孔桩在不同地层成孔过程中的特点及风险,为设计优选桩基工艺及冲孔桩的合理运用提供参考。 展开更多
关键词 冲孔桩 地层 充盈系数 灌注性能 灌注曲线
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高性能灌注式半柔性路面施工技术研究
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作者 李珍 《交通世界》 2024年第26期17-19,共3页
为了使高性能灌注式半柔性路面施工达到预期效果,从高性能灌注式半柔性路面混合料原材料入手,明确各类原材料的技术性能要求,结合某公路实例,对其高性能灌注式半柔性路面施工技术进行深入分析,提出高性能灌注式半柔性路面混合料铺筑与... 为了使高性能灌注式半柔性路面施工达到预期效果,从高性能灌注式半柔性路面混合料原材料入手,明确各类原材料的技术性能要求,结合某公路实例,对其高性能灌注式半柔性路面施工技术进行深入分析,提出高性能灌注式半柔性路面混合料铺筑与水泥胶浆灌注的施工方法和施工时需注意的关键点,可为相关施工技术人员提供参考。 展开更多
关键词 沥青路面 性能灌注式半柔性路面 路面施工
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高性能灌注料RPC在嘉鱼长江公路大桥中的应用 被引量:1
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作者 范壮 《中国建材科技》 CAS 2022年第1期97-99,共3页
嘉鱼长江公路大桥钢混结合段是混合梁斜拉桥连接钢梁和混凝土梁的过渡段,是混合梁斜拉桥主梁设计中的关键部位。嘉鱼大桥施工中应用高性能RPC灌注材料并提出相关配合比设计及技术要求,实现了钢混结合段钢梁与混凝土梁之间各种内力的可... 嘉鱼长江公路大桥钢混结合段是混合梁斜拉桥连接钢梁和混凝土梁的过渡段,是混合梁斜拉桥主梁设计中的关键部位。嘉鱼大桥施工中应用高性能RPC灌注材料并提出相关配合比设计及技术要求,实现了钢混结合段钢梁与混凝土梁之间各种内力的可靠传递,避免了主梁刚度和强度的突变,保证了结合段有良好的抗疲劳性能和耐久性能。 展开更多
关键词 钢混结合段 性能RPC灌注材料 配合比
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《混凝土裂缝修补灌浆材料技术条件》编制解读
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作者 王万力 邵高峰 王昆泰 《中国建筑防水》 2012年第4期36-39,共4页
介绍了建筑工程行业产品标准《混凝土裂缝修补灌浆材料技术条件》的编制背景、编制原则、编制过程和标准的主要内容概述,并重点对混凝土裂缝修补灌浆材料的灌注性能、体积收缩率、与混凝土的相容性进行了说明。标准的编制对规范混凝土... 介绍了建筑工程行业产品标准《混凝土裂缝修补灌浆材料技术条件》的编制背景、编制原则、编制过程和标准的主要内容概述,并重点对混凝土裂缝修补灌浆材料的灌注性能、体积收缩率、与混凝土的相容性进行了说明。标准的编制对规范混凝土裂缝修补灌浆材料的生产和使用,保证混凝土裂缝修补工程质量等方面具有指导意义。 展开更多
关键词 混凝土裂缝 修补灌浆材料 灌注性能 标准编制
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EFFECTS OF TRANSCRANIAL MAGNETIC STIMULATION ON MOTOR CORTICAL EXCITABILITY AND NEUROFUNCTION AFTER CEREBRAL ISCHEMIA-REPERFUSION INJURY IN RATS 被引量:21
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作者 Hong-lin Feng Li Yan Yu-zhou Guan Li-ying Cui 《Chinese Medical Sciences Journal》 CAS CSCD 2005年第4期226-230, ,共5页
Objective To clarify the effects of repetitive transcranial magnetic stimulation (rTMS) on rat motor cortical excitabi- lity and neurofunction after cerebral ischemia-reperfusion injury. Methods After determined awake... Objective To clarify the effects of repetitive transcranial magnetic stimulation (rTMS) on rat motor cortical excitabi- lity and neurofunction after cerebral ischemia-reperfusion injury. Methods After determined awake resting motor threshold (MT) and motor evoked potentials (MEPs) of right hindlimbs, 20 Sprague-Dawley rats were subjected to middle cerebral artery occlusion (MCAO) reperfusion injury, then rTMS were applied to rTMS group (n = 10) at different time, while control group (n = 10) received no stimulation. A week later, MT and MEPs were evaluated again, as well as neurological deficits and infarct volume. The effects of rTMS and MCAO reperfusion injury on these parameters were analyzed. Results After MCAO reperfusion, both MT level and neurological deficit scores increased, distinct focal infarction formed, and latency of MEP elongated. Compared with the control group, the increased extent of MT and neurological scores of rats receiving rTMS were significantly lower (P < 0.05), as well as the infarct volumes reduced significantly(P < 0.05). But MEP was not affected by rTMS obviously. There was a positive linear correlation between postinjury MT and infarct volume (r = 0.64, P < 0.05). Conclusion rTMS may facilitate neurofunction recovery after cerebral ischemia-reperfusion. Postinjury MT could provide prognostic information after MCAO reperfusion injury. 展开更多
关键词 repetitive transcranial magnetic stimulation cerebral ischemia-reperfusion.injury motor threshold motor evoked potential
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Parametric study on the axial performance of a fully grouted cable bolt with a new pull-out test 被引量:7
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作者 Chen Jianhang Hagan Paul C. Saydam Serkan 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2016年第1期53-58,共6页
Modified cable bolts are commonly used in underground mines due to their superior performance in preventing bed separation when compared with plain strands. To better test the axial performance of a wide range of cabl... Modified cable bolts are commonly used in underground mines due to their superior performance in preventing bed separation when compared with plain strands. To better test the axial performance of a wide range of cable bolts,a new laboratory short encapsulation pull test(LSEPT) facility was developed. The facility simulates the interaction between cable bolts and surrounding rock mass,using artificial rock cylinders with a diameter of 300 mm in which the cable bolt is grouted. Furthermore,the joint where the load is applied is left unconstrained to allow shear slippage at the cable/grout or grout/rock interface.Based on this apparatus,a series of pull tests were undertaken using the MW9 modified bulb cable bolt.Various parameters including embedment length,test material strength and borehole size were evaluated. It was found that within a limited range of 360 mm,there is a linear relationship between the maximum bearing capacity of the cable bolt and embedment length. Beyond 360 mm,the peak capacity continues to rise but with a much lower slope. When the MW9 cable bolt was grouted in a weak test material,failure always took place along the grout/rock interface. Interestingly,increasing the borehole diameter from 42 to 52 m in weak test material altered the failure mode from grout/rock interface to cable/grout interface and improved the performance in terms of both peak and residual capacity. 展开更多
关键词 Modified cable boltsLoad transfer performanceShear slippageCable/grout interfaceEmbedment length
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