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模型盾构隧道管片环设计试验分析OA

Experimental Analysis on Design of Model Shield Tunnel Segment Ring

中文摘要英文摘要

模型盾构隧道横向刚度相似性直接关系到模型试验过程中模型盾构隧道横断面变形的精准度.为研究模型盾构隧道管片环的设计方法,分析了模型盾构隧道管片环的相似性要求和加工材料性能,设计了不同类型的模型隧道管片环,并进行试验,得到了不同类型模型隧道管片环竖向位移和水平位移与竖向加载量的关系.结果表明:部分高分子材料具有一定的蠕变性,不宜用于制作模型盾构隧道管片环;尼龙材料的蠕变小,可作为加工模型隧道管片环的材料;因拼装接头的抗弯刚度影响因素复杂,当需要模拟管片纵缝接头时,建议采用开槽的方式,接头的抗弯刚度可通过开槽宽度与深度进行控制;修正均质圆环设计与加工简单,若采用缩尺试验研究盾构隧道,且需将模型盾构隧道设计为修正均质管片环时,建议使用钢板作为加工模型盾构隧道的材料.试验结果对设计模型盾构隧道具有一定的参考价值.

Whether the transverse stiffness similarity of the model shield tunnel is reasonable or not is directly re-lated to the accuracy of the cross-sectional deformation of the model shield tunnel during the model test.In order to study the design method of segment ring of model shield tunnel,the similarity and processing materials of the model shield tunnel segment ring were analyzed.Different types of model tunnel segment rings were designed and tested.The relationship between vertical displacement and horizontal displacement of segment ring and verti-cal loading of shield tunnel with different models was obtained.The results show that:some polymer materials have certain creep properties,and it is recommended to avoid using polymer materials with this characteristic to make model shield tunnel segment rings;the creep of nylon material is small,which can be selected as the mate-rial for processing model tunnel segment ring.Due to the complexity of the influencing factors of the bending stiffness of the assembled joint,when it is necessary to simulate the longitudinal joint of the segment,it is recom-mended to simulate the longitudinal joint of the segment by slotting.The bending stiffness of the joint can be controlled by the width and depth of the slotting.The design and processing of modified homogeneous ring are simple.If the shield tunnel is studied by scale test and the model shield tunnel is designed as modified homoge-neous segment ring,it is recommended to use steel plate as the material for processing the model shield tunnel.

黄大维;李庆;耿大新;江强波;陈后宏

华东交通大学山区土木工程安全与韧性全国重点实验室,江西 南昌 330013||华东交通大学综合立体交通信息感知与融合江西省重点实验室,江西 南昌 330013华东交通大学山区土木工程安全与韧性全国重点实验室,江西 南昌 330013||华东交通大学综合立体交通信息感知与融合江西省重点实验室,江西 南昌 330013华东交通大学山区土木工程安全与韧性全国重点实验室,江西 南昌 330013华东交通大学山区土木工程安全与韧性全国重点实验室,江西 南昌 330013华东交通大学山区土木工程安全与韧性全国重点实验室,江西 南昌 330013||华东交通大学综合立体交通信息感知与融合江西省重点实验室,江西 南昌 330013

交通工程

隧道工程盾构隧道模型管片环缩尺试验管片环设计

tunnel engineeringshield tunnelmodel segment ringscale testsegment ring design

《华东交通大学学报》 2026 (1)

39-46,8

国家自然科学基金项目(52378398522784001)江西省主要学科学术和技术带头人领军人才项目(20232BCJ22009)江西省自然科学基金项目(20242BAB26077)

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