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Journal of Zhejiang University SCIENCE B
ISSN 1673-1581(Print), 1862-1783(Online), Monthly
2024 Vol.25 No.2 P.91-105
Advances in the research and application of neurokinin-1 receptor antagonists
Abstract: Recently, the substance P (SP)/neurokinin-1 receptor (NK-1R) system has been found to be involved in various human pathophysiological disorders including the symptoms of coronavirus disease 2019 (COVID-19). Besides, studies in the oncological field have demonstrated an intricate correlation between the upregulation of NK-1R and the activation of SP/NK-1R system with the progression of multiple carcinoma types and poor clinical prognosis. These findings indicate that the modulation of SP/NK-1R system with NK-1R antagonists can be a potential broad-spectrum antitumor strategy. This review updates the latest potential and applications of NK-1R antagonists in the treatment of human diseases and cancers, as well as the underlying mechanisms. Furthermore, the strategies to improve the bioavailability and efficacy of NK-1R antagonist drugs are summarized, such as solid dispersion systems, nanonization, and nanoencapsulation. As a radiopharmaceutical therapeutic, the NK-1R antagonist aprepitant was originally developed as radioligand receptor to target NK-1R-overexpressing tumors. However, combining NK-1R antagonists with other drugs can produce a synergistic effect, thereby enhancing the therapeutic effect, alleviating the symptoms, and improving patients’ quality of life in several diseases and cancers.
Key words: Neurokinin-1 receptor (NK-1R) antagonist; Pathophysiological disorder; Tumor target; Bioavailability; Nanoencapsulation; Synergistic therapy
机构:1同济大学,土木工程防灾国家重点实验室,中国上海,200092;2同济大学,地下建筑与工程系,中国上海,200092;3济南轨道交通集团有限公司,中国济南,250101;4南京理工大学,安全科学与工程学院(应急管理学院),中国南京,210094;5中铁五局集团有限公司,中国贵阳,550003
目的:盾构隧道的内部加固技术需在衬砌环整个内部截面施作钢环等结构;因其遮挡衬砌内表面,所以不利于渗漏水和裂缝等病害的观测。鉴于盾构衬砌结构的破坏多始于接缝,本文提出一种安装后不遮挡衬砌表面、不影响病害观测的拼装式增强结构用于加固衬砌环接缝,并对其加固效果及优化方式进行分析,以实现当衬砌环中某一接缝的张开量过大时,采用该拼装式增强结构进行加固可有效控制接缝的张开量。
创新点:研发了一种可对盾构隧道管片衬砌中局部接缝进行加固的拼装式增强结构。通过开展试验与数值分析,对采用拼装式增强结构加固的管片接缝变形与破坏特征进行了研究,并提出了拼装式增强结构的优化方法。
方法:1.通过试验分析,揭示拼装式增强结构加固后的管片接缝在承受正弯矩荷载时的变形与破坏特征;2.在管片接缝抗弯试验验证的基础上,建立三维精细化有限元模型分析拼装式增强结构的加固效果及加固后的管片接缝在承受正、负弯矩荷载时的薄弱点,并提出增强结构的优化方法。
结论:1.拼装式增强结构能够对管片接缝的张开起到限制作用,但增强结构与管片的连接是重要环节;当二者间的连接设计不合理时,增强结构与管片易脱离;可通过在管片混凝土中预埋锚固件来加强增强结构与管片之间的连接。2.在正、负弯矩承载时,拼装式增强结构加固的管片接缝的破坏失效模式不同;在正弯矩承载时,接缝的破坏由接缝外弧面混凝土的破碎引起;在负弯矩承载时,接缝的失效由渗漏水引起。
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DOI:
10.1631/jzus.B2300455
CLC number:
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On-line Access:
2024-08-27
Received:
2023-10-17
Revision Accepted:
2024-05-08
Crosschecked:
2024-02-02