（4）标高带模板按尺寸要求安装，保证基层宽度及标高准确，模板顶面应与设

（4）标高带模板按尺寸要求安装，保证基层宽度及标高准确，模板顶面应与设计标高齐平，最大误差要求控制在2mm内，模板支立稳固、顺直、平整、无扭曲，相邻模板连接紧密平顺，不得有底部漏浆、前后错茬和高低错台等现象，严禁在基层上挖槽，嵌入安装模板，模板相接处采用电焊连接，保证相邻模板之间平整，模板侧面加设横撑支撑在隧道边墙脚，加设间距一般为1～2m；（5）模板与模板之间空隙应采用砂浆填实，以防漏浆。

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结果 (英语) 1: [复制]

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(4) The elevation belt template is installed according to the size requirements to ensure that the base width and elevation are accurate. The top surface of the template should be flush with the design elevation. The maximum error requirement should be controlled within 2mm. The template should be stable, straight, flat, without distortion, and phase. Adjacent formwork connection is tight and smooth, no bottom leakage, front and rear staggering, and high and low staggering are prohibited. It is strictly forbidden to dig grooves on the base layer and embed the installation formwork. The formwork is welded to ensure smoothness between adjacent forms The lateral supports are added to support the foot of the side wall of the tunnel, and the additional spacing is generally 1 to 2m; <br>(5) The gap between the formwork and the formwork should be filled with mortar to prevent slurry leakage.

正在翻译中..

结果 (英语) 2:[复制]

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（4）标高带模板按尺寸要求安装，保证基层宽度及标高准确，模板顶面应与设计标高齐平，最大误差要求控制在2mm内，模板支立稳固、顺直、平整、无扭曲，相邻模板连接紧密平顺，不得有底部漏浆、前后错茬和高低错台等现象，严禁在基层上挖槽，嵌入安装模板，模板相接处采用电焊连接，保证相邻模板之间平整，模板侧面加设横撑支撑在隧道边墙脚，加设间距一般为1～2m；<br>（5）模板与模板之间空隙应采用砂浆填实，以防漏浆。

正在翻译中..

结果 (英语) 3:[复制]

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(4) The formwork with elevation band shall be installed according to the size requirements to ensure the accuracy of the width and elevation of the base course. The top surface of the formwork shall be flush with the design elevation. The maximum error shall be controlled within 2mm. The formwork shall be firmly erected, straight, flat and free from distortion. The adjacent formwork shall be connected closely and smoothly. There shall be no leakage at the bottom, wrong stubble at the front and back and wrong platform at the high and low levels. It is strictly prohibited to dig grooves on the base course and embed the installation formwork The joints of the formworks shall be connected by electric welding to ensure the flatness of the adjacent formworks. Transverse bracing shall be added on the side of the formworks to support at the foot of the side wall of the tunnel. The additional spacing is generally 1-2m;<br>(5) The gap between formwork and formwork shall be filled with mortar to prevent leakage.

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