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Botulinum toxin type A injection combined with biofeedback in the treatment of spastic pelvic floor syndrome
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作者 Fei-Fei Sun Yong-Qiang Chen +1 位作者 Zong-Lin Jiang Lin Ma 《World Journal of Clinical Cases》 SCIE 2024年第22期4905-4912,共8页
BACKGROUND Spastic pelvic floor syndrome(SPFS)is a refractory pelvic floor disease characterized by abnormal(uncoordinated)contractions of the external anal sphincter and puborectalis muscle during defecation,resultin... BACKGROUND Spastic pelvic floor syndrome(SPFS)is a refractory pelvic floor disease characterized by abnormal(uncoordinated)contractions of the external anal sphincter and puborectalis muscle during defecation,resulting in rectal emptation and obstructive constipation.The clinical manifestations of SPFS are mainly characterized by difficult defecation,often accompanied by a sense of anal blockage and drooping.Manual defecation is usually needed during defecation.From physical examination,it is commonly observed that the patient's anal muscle tension is high,and it is difficult or even impossible to enter with his fingers.AIM To investigate the characteristics of anorectal pressure and botulinum toxin A injection combined with biofeedback in treating pelvic floor muscle spasm syndrome.METHODS Retrospective analysis of 50 patients diagnosed with pelvic floor spasm syndrome.All patients underwent pelvic floor surface electromyography assessment,anorectal dynamics examination,botulinum toxin type A injection 100 U intramuscular injection,and two cycles of biofeedback therapy.RESULTS After the botulinum toxin A injection combined with two cycles of biofeedback therapy,the patient's postoperative resting and systolic blood pressure were significantly lower than before surgery(P<0.05).Moreover,the electromyography index of the patients in the resting stage and post-resting stages was significantly lower than before surgery(P<0.05).CONCLUSION Botulinum toxin A injection combined with biofeedback can significantly reduce pelvic floor muscle tension in treating pelvic floor muscle spasm syndrome.Anorectal manometry is an effective method to evaluate the efficacy of treatment objectively.However,randomized controlled trials are needed. 展开更多
关键词 Spastic pelvic floor syndrome Botulinum toxin A BIOFEEDBACK Anorectal pressure measurement Agachan constipation score
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Floor heave in the west wing track haulage roadway of the Tingnan Coal Mine: Mechanism and control 被引量:18
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作者 Wang Jiong Guo Zhibiao +2 位作者 Yan Yubiao Pang Jiewen Zhao Shujiang 《International Journal of Mining Science and Technology》 SCIE EI 2012年第3期295-299,共5页
Floor heave of a roadway is a dynamic phenomenon that often happens in the roadways of coal mines. It seriously affects safe production in the coal mine. Floor heave has long been one of the most difficult problems to... Floor heave of a roadway is a dynamic phenomenon that often happens in the roadways of coal mines. It seriously affects safe production in the coal mine. Floor heave has long been one of the most difficult problems to be resolved during coal mining. An analysis of floor heave in the soft rock surrounding the roadway, and the factors influencing it, allowed the deformation mechanism in the west wing double track haulage roadway of the Tingnan Coal Mine to be deduced. Three types of floor heave are observed there: intumescent floor heave, extrusion and mobility floor heave, and compound floor heave. Control measures are proposed that have been adopted during a recent repair engineering project. Control of the floor heave in the west wing track haulage roadway was demonstrated. The reliability and rationality of a combined support technology including floor anchors, an inverted arch, and anchoring of both sides was verified by mine pressure data and the field observations. Waterproofing measures were also under-taken to assist in the control of floor heave. 展开更多
关键词 Roadway floor heave Engineering soft rock Control measures
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Image based measurements for evaluation of pelvic organ prolapse
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作者 Sinan Onal Susana Lai-Yuen +2 位作者 Paul Bao Alfredo Weitzenfeld Stuart Hart 《Journal of Biomedical Science and Engineering》 2013年第1期45-55,共11页
Magnetic resonance imaging (MRI) measurements are essential for the diagnosis of pelvic organ prolapse given the inaccuracy of clinical examination. However, MRI pelvic floor measurements are currently performed manua... Magnetic resonance imaging (MRI) measurements are essential for the diagnosis of pelvic organ prolapse given the inaccuracy of clinical examination. However, MRI pelvic floor measurements are currently performed manually and can be inconsistent and time-consuming. In this paper, we present a scheme for semi-automatic measurement modeling on MRI based on image segmentation and intersecting point identification methods. The segmentation algorithm is a multi-stage mechanism based on block grouping, support vector machine classification, morphological operation and prior shape information. Block grouping is achieved by classifying blocks as bone or background based on image texture features. The classified blocks are then used to find the initial segmentation by the first phase morphological opening. Prior shape information is incorporated into the initial segmentation to obtain the final segmentation using registration with the similarity type transformation. After segmentation, points of reference that are used for pelvic floor measurements are identified using morphological skeleton operation. The experiments on the MRI images show that the presented scheme can detect the points of reference on the pelvic floor structure to determine the reference lines needed for the assessment of pelvic organ prolapse. This will lead towards more consistent and faster pelvic organ prolapse diagnosis on dynamic MRI studies, and possible screening procedures for predicting predisposition to pelvic organ prolapse by radiologic evaluation of pelvic floor measurements. 展开更多
关键词 PELVIC ORGAN PROLAPSE PELVIC floor measureMENTS MRI Statistical Pattern Recognition MORPHOLOGICAL Operations
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Measuring the Floor Area of Buildings:Problems of Consistency and a Solution
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作者 Dario Trabucco William Douglas Miranda 《Journal of Civil Engineering and Architecture》 2019年第2期107-114,共8页
Measuring the floor area of a building may seem a straightforward activity,but it is not.What to be included and what to be considered vary in virtually every country,and definitions such as GFA(gross floor area),NRA(... Measuring the floor area of a building may seem a straightforward activity,but it is not.What to be included and what to be considered vary in virtually every country,and definitions such as GFA(gross floor area),NRA(net rentable area),etc.are also misleading as they are not consistent.In an era in which international actors contribute for projects in all major cities,having a consistent system to measure the floor area of a building is of the utmost importance.Consistent measurements allow not just for easier and better design,but also for the comparison of buildings,as the floor area is the nominator of all parameters of sustainability,energy consumption,construction cost,occupancy ratios,cleaning fees,etc. 展开更多
关键词 floor area measurement GROSS area net area INTERNAL DOMINANT FACE
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Community takes measures to improve residents' lives
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作者 Li Aihua 《Changjiang Weekly》 2022年第19期6-6,共1页
Qinkangyuan Community,built in 2005,has in recent years taken many measures to improve its residents'living environment,thus winning much applause.In 2019,after the eight elevators in its three 11-floor residentia... Qinkangyuan Community,built in 2005,has in recent years taken many measures to improve its residents'living environment,thus winning much applause.In 2019,after the eight elevators in its three 11-floor residential buildings had been in use for 15 consecutive years,the community homeowners association decided to replace them in order to avoid the risks associated with their age. 展开更多
关键词 replace floor measures
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装配式叠合楼板现存问题分析及应对措施 被引量:2
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作者 黄晓楚 李胜强 +2 位作者 李伟幸 马庭欣 陈燕 《佛山科学技术学院学报(自然科学版)》 CAS 2024年第1期75-80,共6页
装配式叠合楼板广泛应用于实际工程中,然而仍存在若干问题亟待解决。为此,对叠合楼板的设计、生产、施工和成本4个方面的现存问题进行了深入地讨论、归纳和总结。同时,还提出了解决这些问题的具体应对措施,并将其作为工程应用的参考。
关键词 装配式建筑 叠合楼板 现存问题 应对措施
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浅埋中厚煤层沿空留巷底板变形力学分析及底鼓控制技术
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作者 严超超 张国恩 +3 位作者 常通 王朋飞 王天平 吴昌泉 《煤炭科学技术》 EI CAS CSCD 北大核心 2024年第10期11-20,共10页
沿空留巷技术对提高煤炭采出率、改善巷道应力环境及保障矿井安全、高效有重要意义。为了解决浅埋煤层沿空留巷底鼓变形的问题,以乌兰木伦煤矿12407和12408综采工作面为工程背景,基于顶板载荷条带分割法引入等效载荷概念,建立沿空留巷... 沿空留巷技术对提高煤炭采出率、改善巷道应力环境及保障矿井安全、高效有重要意义。为了解决浅埋煤层沿空留巷底鼓变形的问题,以乌兰木伦煤矿12407和12408综采工作面为工程背景,基于顶板载荷条带分割法引入等效载荷概念,建立沿空留巷底板等效载荷分布模型,进行沿空留巷底板力学分析并计算出巷道底板的最大底鼓量,采用FLAC~(3D)数值计算方法分析沿空留巷底鼓变形主控因素,数值模拟结果显示:巷旁充填体与隔离煤柱的强度差异性导致巷道底板非对称变形,同时在超前高应力和高强度支护的复合作用下,底板成为围岩承载系统中的薄弱环节最终发生破坏,基于上述理论分析、数值模拟及现场工程实践提出浅埋煤层沿空留巷底鼓控制技术。结果表明:沿空留巷严重底鼓主要是由于工作面推进后超前段煤帮塑性区煤体和巷旁支护体处于高应力作用下,致使底板岩层发生高应力剪切破坏和拉伸破坏;通过优化支护方案,防止工作面推进后顶板无法及时垮落造成悬顶,可有效减小留巷底鼓变形,并提出了巷旁充填体迎山角浇筑设计,优化巷旁充填体参数与底板岩层强度匹配等沿空留巷底鼓防治措施,从减小高应力区应力集中、缓解巷道底板卸压变形和提高底板岩层强度3方面控制沿空留巷底鼓量。现场工程实践表明,上述方法对沿空留巷底鼓作用有良好改善,保障了沿空留巷安全,实现矿山无煤柱的安全经济开采。 展开更多
关键词 沿空留巷 底板变形 顶板载荷条带分割法 底鼓 防控措施
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装配式钢筋桁架楼承板施工工艺研究
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作者 陈良杰 《山西建筑》 2024年第20期97-101,共5页
以实际工程项目为背景,介绍了装配式钢筋桁架楼承板的基本组成部分,基于前期计算及实际应用对楼承板的材料、尺寸提出了量化要求,在符合装配式混凝土主体结构的施工节点要求下,梳理了三个在施工过程中较为常见的节点深化设计问题并对拟... 以实际工程项目为背景,介绍了装配式钢筋桁架楼承板的基本组成部分,基于前期计算及实际应用对楼承板的材料、尺寸提出了量化要求,在符合装配式混凝土主体结构的施工节点要求下,梳理了三个在施工过程中较为常见的节点深化设计问题并对拟解决措施进行说明。为实现“提质、增效”的工程管理目标,对装配式钢筋桁架楼承板的施工难点进行了分析总结,以期对同类建设项目有一定的借鉴意义。 展开更多
关键词 装配式 钢筋桁架楼承板 节点深化 解决措施 施工难点
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某2号综合楼结构抗震超限分析
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作者 邹丽利 《山西建筑》 2024年第4期54-58,共5页
某2号综合楼为钢筋混凝土框架-剪力墙结构。因二层多功能厅需要大空间,在三层楼板设置大开洞,在四层楼面处设置转换框架;结构竖向有两次体型收进,结构不规则项较多,属于超限高层,需对该楼进行抗震超限设计。对整体结构进行了小震弹性分... 某2号综合楼为钢筋混凝土框架-剪力墙结构。因二层多功能厅需要大空间,在三层楼板设置大开洞,在四层楼面处设置转换框架;结构竖向有两次体型收进,结构不规则项较多,属于超限高层,需对该楼进行抗震超限设计。对整体结构进行了小震弹性分析,采用两套软件进行对比计算,相互校核,并且采用弹性时程分析法进行补充计算,确保结构计算的准确性。对设防地震和罕遇地震时关键构件的各项验算,除保证在多遇地震时结构完全处于弹性状态外,还通过专项分析及采取加强措施后,使抗震设计达到应有的性能目标,确保结构的安全可靠。 展开更多
关键词 复杂结构 超限 抗震性能化设计 转换构件 楼板大开洞 构造措施
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Roadway failure and support in a coal seam underlying a previously mined coal seam 被引量:5
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作者 Lu Yinlong Wang Lianguo Zhang Bei 《International Journal of Mining Science and Technology》 SCIE EI 2012年第5期619-624,共6页
The influence of an upper,mined coal seam on the stability of rock surrounding a roadway in a lower coal seam is examined.The technical problems of roadway control are discussed based on the geological conditions exis... The influence of an upper,mined coal seam on the stability of rock surrounding a roadway in a lower coal seam is examined.The technical problems of roadway control are discussed based on the geological conditions existing in the Liyazhuang Mine No.2 coal seam.The stress distribution and floor failure in the lower works after mining the upper coal is studied through numerical simulations.The failure mechanism of the roof and walls of a roadway located in the lower coal seam is described.The predicted deformation and failure of the roadway for different distances between the two coal seams are used to design two ways of supporting the lower structure.One is a combined support consisting of anchors with a joist steel tent and a combined anchor truss.A field test of the design was performed to good effect.The results have significance for the design of supports for roadways located in similar conditions. 展开更多
关键词 Adjacent coal seams floor destruction of the upper coal Lower coal roadway Deformation and failure Support measure
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楼板隔声技术的工程实测对比研究
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作者 蓝志江 李密 +2 位作者 张二进 麦粤帮 江飞飞 《广东土木与建筑》 2024年第1期107-110,共4页
选择5项在建工程项目进行楼板隔声技术的隔声效果实测对比。结果表明,隔声瓷砖楼板的隔声性能最好,楼板撞击声压级均值为66.0 dB,且检测结果稳定。隔声涂料和隔声砂浆(铺了普通瓷砖)楼板的隔声性能不理想,楼板撞击声压级均值分别为75.6... 选择5项在建工程项目进行楼板隔声技术的隔声效果实测对比。结果表明,隔声瓷砖楼板的隔声性能最好,楼板撞击声压级均值为66.0 dB,且检测结果稳定。隔声涂料和隔声砂浆(铺了普通瓷砖)楼板的隔声性能不理想,楼板撞击声压级均值分别为75.6 dB和75.0 dB,并且检测结果在绿色建筑控制项要求限值上下波动较大。 展开更多
关键词 楼板隔声 实测对比 隔声瓷砖 隔声涂料 隔声砂浆
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软土地基升压站场地建设方案比选
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作者 黄江龙 宋媛媛 黄钢 《水电与新能源》 2024年第2期46-49,共4页
在变电站建设过程中,洪水位较自然地面高程相差较大是普遍存在的场地问题。为保证变电站不受洪水位影响,一般会采取相应防洪防涝措施、抬高场地与构筑物的室内地坪和底座等方式进行地基处理。以国能长源荆州市纪南镇100MW渔光互补光伏... 在变电站建设过程中,洪水位较自然地面高程相差较大是普遍存在的场地问题。为保证变电站不受洪水位影响,一般会采取相应防洪防涝措施、抬高场地与构筑物的室内地坪和底座等方式进行地基处理。以国能长源荆州市纪南镇100MW渔光互补光伏发电项目为例,从占地面积、施工难度、运行便利等方面的优缺点及经济性进行方案比选,得出了最优的推荐方案,可供同类工程参考。 展开更多
关键词 高程相差较大 抬高场地 防洪防涝措施 抬高建构物室内地坪和底座 方案比选
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LIMSUP DEVIATIONS ON TREES 被引量:1
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作者 FanAihua 《Analysis in Theory and Applications》 2004年第2期113-148,共36页
The vertices of an infinite locally finite tree T are labelled by a collection of i.i.d. real random variables {Xσ}σ∈T which defines a tree indexed walk Xr. We introduce and study theoscillations of the walk:where ... The vertices of an infinite locally finite tree T are labelled by a collection of i.i.d. real random variables {Xσ}σ∈T which defines a tree indexed walk Xr. We introduce and study theoscillations of the walk:where Φ(n) is an increasing sequence of positive numbers. We prove that for each $ belonging to a certain class of sequences of different orders, there are ξ 's depending on Φ such that 0 < OSCΦ(ξ) <∞. Exact Hausdorff dimension of the set of such ξ's is calculated. An application is given to study the local variation of Brownian motion. A general limsup deviation problem on trees is also studied. 展开更多
关键词 limsup deviation tree-indexed walk oscillation Havsdorff dimension Brownian motion percolation random covering indexed martingale Peyriere measure.
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云岭隧道底鼓机理分析 被引量:55
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作者 汪洋 唐雄俊 +1 位作者 谭显坤 王元汉 《岩土力学》 EI CAS CSCD 北大核心 2010年第8期2530-2534,共5页
结合十漫高速公路云岭隧道建设,分析了隧道底鼓的形式和发展过程,研究了影响隧道底鼓的多个因素,在分析隧道仰拱稳定性的基础上,推导了隧道底鼓的表达式,并通过现场监测对其进行了验证。通过对隧道底鼓机制进行分析,正确认识了围岩的变... 结合十漫高速公路云岭隧道建设,分析了隧道底鼓的形式和发展过程,研究了影响隧道底鼓的多个因素,在分析隧道仰拱稳定性的基础上,推导了隧道底鼓的表达式,并通过现场监测对其进行了验证。通过对隧道底鼓机制进行分析,正确认识了围岩的变形破坏机制,提出了隧道底鼓的治理措施。其研究结果不仅为优化隧道的支护体系提供了依据,同时对指导隧道现场施工,确保施工安全具有重要意义。 展开更多
关键词 隧道 软弱围岩 仰拱底鼓 治理措施
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高地应力破碎软岩巷道底臌特性及综合控制对策研究 被引量:85
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作者 刘泉声 肖虎 +1 位作者 卢兴利 崔文泰 《岩土力学》 EI CAS CSCD 北大核心 2012年第6期1703-1710,共8页
高地应力破碎软岩巷道底臌问题,由于其地质条件的复杂性,是煤矿开采的技术难题之一。通过总结分析高地应力破碎软岩巷道底臌的变形破坏特性,研究了底臌治理对策。研究结果表明,底板围岩呈现出挤压剪切流变特性,在支护对策上应将支护体... 高地应力破碎软岩巷道底臌问题,由于其地质条件的复杂性,是煤矿开采的技术难题之一。通过总结分析高地应力破碎软岩巷道底臌的变形破坏特性,研究了底臌治理对策。研究结果表明,底板围岩呈现出挤压剪切流变特性,在支护对策上应将支护体系视为完整体系,在加强修复固结、应力转移和扩大承载圈的同时强调调动帮、顶部的间接控制作用。提出了以底板超挖、高强度预应力锚索、深孔注浆、底脚、拱角锚杆和回填为技术支撑的综合治理对策,通过FLAC3D建立的三维数值分析模型,分析了在综合治理对策下围岩位移场及塑性区的变化,验证了该方法的有效性。将综合治理对策应用到淮南潘二煤矿东二采区主要大巷,取得了良好的支护效果。 展开更多
关键词 软岩巷道 底臌 高地应力 围岩 控制对策
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显德汪煤矿9号煤层底板破坏规律的研究 被引量:56
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作者 关英斌 李海梅 路军臣 《煤炭学报》 EI CAS CSCD 北大核心 2003年第2期121-125,共5页
根据显德汪煤矿三维地应力测量数据,利用3D-σ程序模拟了不同水平煤层的开挖效应,计算了各水平回采后围岩应力、位移和破坏区的分布状况,分析了9号煤层底板变形破坏规律,得到了煤层底板最大破坏深度计算公式.显德汪煤矿9号煤层底板最大... 根据显德汪煤矿三维地应力测量数据,利用3D-σ程序模拟了不同水平煤层的开挖效应,计算了各水平回采后围岩应力、位移和破坏区的分布状况,分析了9号煤层底板变形破坏规律,得到了煤层底板最大破坏深度计算公式.显德汪煤矿9号煤层底板最大破坏深度为9 15m. 展开更多
关键词 显德汪煤矿 煤层 底板 地应力 开挖效应 围岩
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软化泥岩对隧道仰拱的受力特性影响研究 被引量:27
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作者 丁冬冬 梁庆国 +1 位作者 徐善常 王新东 《铁道科学与工程学报》 CAS CSCD 北大核心 2016年第10期2001-2008,共8页
针对宝兰客专上庄隧道仰拱底鼓开裂现象,采用现场监控量测的方法得到隧道围岩压力、钢拱架应力、二次衬砌混凝土应变、钢筋轴力和二衬压力,分别讨论应力和应变随时间演化特性和沿仰拱横断面的空间分布规律;采用数值模拟的方法分析泥岩... 针对宝兰客专上庄隧道仰拱底鼓开裂现象,采用现场监控量测的方法得到隧道围岩压力、钢拱架应力、二次衬砌混凝土应变、钢筋轴力和二衬压力,分别讨论应力和应变随时间演化特性和沿仰拱横断面的空间分布规律;采用数值模拟的方法分析泥岩遇水软化前后隧道仰拱的受力特性。研究结果表明:仰拱基底受力不均匀,左侧应力应变值大于右侧,导致仰拱底板开裂;泥岩遇水软化之后拱底同一深度处竖直位移远大于软化之前位移值,并且拱底泥岩软化之后仰拱下部塑性区范围明显增大,泥岩遇水软化是引起隧道仰拱底鼓开裂的重要因素。研究方法和结论对分析相似隧道仰拱底鼓开裂的原因具有一定参考价值。 展开更多
关键词 底鼓 开裂 监控量测 数值模拟 软化
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大采深倾斜薄煤层底板采动破坏形态的连续探测 被引量:34
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作者 张文泉 张红日 +1 位作者 徐方军 李敬法 《煤田地质与勘探》 CAS CSCD 北大核心 2000年第2期39-42,共4页
利用多回路钻孔注 (放 )水连续探测系统 ,结合断裂力学分析 ,研究了大采深倾斜薄煤层底板采动破坏特征与形态 ,结果表明底板破坏形态为一匙形 ,与厚煤层开采所形成的破坏形态相比其破坏特征的差异在于 ,底板采动裂隙主要是原生节理裂隙... 利用多回路钻孔注 (放 )水连续探测系统 ,结合断裂力学分析 ,研究了大采深倾斜薄煤层底板采动破坏特征与形态 ,结果表明底板破坏形态为一匙形 ,与厚煤层开采所形成的破坏形态相比其破坏特征的差异在于 ,底板采动裂隙主要是原生节理裂隙的扩展 ,而工作面推过压实后 。 展开更多
关键词 煤层 底板 破坏形态 连续测量 薄煤层
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超化煤矿“三软”煤层采动底板变形破坏的实测研究 被引量:38
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作者 朱术云 鞠远江 +1 位作者 赵振中 刘德乾 《岩土工程学报》 EI CAS CSCD 北大核心 2009年第4期639-642,共4页
通过现场应变实测系统研究了郑州矿区超化煤矿"三软"煤层底板采动变形破坏的深度及其受采动煤壁前方影响的范围。得出了在正常采动情况下厚的软煤和软底对应力和变形的传播具有一定的缓冲作用,受超前应力集中的影响,竖直应力... 通过现场应变实测系统研究了郑州矿区超化煤矿"三软"煤层底板采动变形破坏的深度及其受采动煤壁前方影响的范围。得出了在正常采动情况下厚的软煤和软底对应力和变形的传播具有一定的缓冲作用,受超前应力集中的影响,竖直应力的变化比水平应力大。揭示了中段灰岩组对应力分布和变形破坏的重要控制作用,为豫西煤炭资源向深部开采所引起的底板水防治提供了部分参考的依据。 展开更多
关键词 “三软”煤层 采动底板 实测 应变分布 变形破坏
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34例慢性盆底功能障碍骶神经调节治疗的测试结果观察 被引量:7
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作者 卫中庆 沈百欣 +6 位作者 丁留成 易超然 丁曙晴 于洪波 文伟 孙则禹 Philip Van Kerrebroeck 《上海交通大学学报(医学版)》 CAS CSCD 北大核心 2012年第4期396-400,共5页
目的探讨骶神经调节测试评估阶段临时电极及自固定倒齿状(Tined Lead)电极的疗效及安全性。方法将34例慢性盆底功能障碍患者按电极置入方法不同分为临时电极组(n=16)和自固定Tined Lead电极组(n=18),并进行术后两种电极临时刺激测试。... 目的探讨骶神经调节测试评估阶段临时电极及自固定倒齿状(Tined Lead)电极的疗效及安全性。方法将34例慢性盆底功能障碍患者按电极置入方法不同分为临时电极组(n=16)和自固定Tined Lead电极组(n=18),并进行术后两种电极临时刺激测试。在测试期记录排尿排便日记,进行相关尿动力学参数测定。结果急迫性尿失禁患者中,有43%症状改善;尿频尿急患者中有35%症状改善;10%的急迫性尿失禁/尿频尿急患者治愈。临时电极组患者排尿排便自我感觉的改善率为32.2%,自固定Tined Lead电极组为38.2%,两组差异有统计学意义(P<0.05)。盆底疼痛综合征/间质性膀胱炎患者疼痛及排尿容量改善率在临时电极组与自固定Tined Lead电极组间的差异无统计学意义(P>0.05)。临时电极组有4例发生电极移位,自固定Tined Lead组有1例发生电极移位。结论骶神经调节是一种创伤小、安全、有效的治疗慢性盆底功能障碍的方法,采用TinedLead电极可防止电极移位,提高测试的成功率及疗效。 展开更多
关键词 骶神经调节 测试 慢性盆底功能障碍
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