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借助腾讯手机助手如何导出安卓手机微信的资源目录

2017-09-02 8页 doc 123KB 19阅读

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借助腾讯手机助手如何导出安卓手机微信的资源目录借助腾讯手机助手如何导出安卓手机微信的资源目录 大家想要恢复微信聊天记录的话,就需要先了解一下恢复的过程中需要准备的一些东西,那么,要是大家的手机是安卓手机的话,应该怎么导出微信聊天记录呢, 在安卓手机中,微信聊天记录是有两个存储文件夹的,一个是数据目录文件夹,存储的是微信中的文字类记录,一个是资源目录文件夹,存储的是微信中的语音类记录。一般的情况下,我们恢复文字记录的需要会比较多,但是,有时候我们也有可能会需要恢复资源目录,所以,小编就在这里和大家介绍一下借助腾讯手机助手导出安卓手机微信资源目录的方法。 1、下载并且安...
借助腾讯手机助手如何导出安卓手机微信的资源目录
借助腾讯手机助手如何导出安卓手机微信的资源目录 大家想要恢复微信聊天记录的话,就需要先了解一下恢复的过程中需要准备的一些东西,那么,要是大家的手机是安卓手机的话,应该怎么导出微信聊天记录呢, 在安卓手机中,微信聊天记录是有两个存储文件夹的,一个是数据目录文件夹,存储的是微信中的文字类记录,一个是资源目录文件夹,存储的是微信中的语音类记录。一般的情况下,我们恢复文字记录的需要会比较多,但是,有时候我们也有可能会需要恢复资源目录,所以,小编就在这里和大家介绍一下借助腾讯手机助手导出安卓手机微信资源目录的方法。 1、下载并且安装好腾讯手机助手。 2、借助数据线将手机和电脑连接起来,当连接成功后,点击软件界面上的“我的手机”。 3、点击选择左侧的“工具箱”,接着再点击右侧的“文件管理”。 e reduced depth of 50%; in turn diminished after 50% until 50cm. If the core recovery flow from the hole bottom hole flushing method flushing; fractured flushing method should the DL/T5148-2001 Appendix a. (3) inspection of Grouting holes should be carried out according to DL/T5148-2001 Appendix a water pressure test, ... (1) of the same geologic bedrock Grouting must first complete consolidation grouting and curtain Grouting inspected before. (2) in the areas that need filling from the rock surface, in front of the grout clean up leakage or leakage should be fractured, and the removal of loose rocks, so that plugging. (3) filling in the case of concrete cover, should be built of concrete pipe embedded in grout, grout is required in the corresponding position of strength design of concrete at 50%. Use grout without cover should be approved by the supervisor. (4) with lift irrigation area of observation equipment, to be lifted observing apparatus is completed, and test requirements before completing the filling and Grouting operations can be carried out. Fractured washing, water pressure test and Grout shall be lifted in the course of construction monitoring results shall be submitted to the supervisor, uplift 4、在出现的“文件管理”窗口中,找到“tencent”文件夹,点击该文件夹,然后在右 侧找到“MicroMsg”文件夹,右键点击该文件夹后,选择“导出”。 5、重新选择一个存储路径来存储导出来的微信资源目录。 e reduced depth of 50%; in turn diminished after 50% until 50cm. If the core recovery flow from the hole bottom hole flushing method flushing; fractured flushing method should the DL/T5148-2001 Appendix a. (3) inspection of Grouting holes should be carried out according to DL/T5148-2001 Appendix a water pressure test, ... (1) of the same geologic bedrock Grouting must first complete consolidation grouting and curtain Grouting inspected before. (2) in the areas that need filling from the rock surface, in front of the grout clean up leakage or leakage should be fractured, and the removal of loose rocks, so that plugging. (3) filling in the case of concrete cover, should be built of concrete pipe embedded in grout, grout is required in the corresponding position of strength design of concrete at 50%. Use grout without cover should be approved by the supervisor. (4) with lift irrigation area of observation equipment, to be lifted observing apparatus is completed, and test requirements before completing the filling and Grouting operations can be carried out. Fractured washing, water pressure test and Grout shall be lifted in the course of construction monitoring results shall be submitted to the supervisor, uplift 6、文件将开始导出,当导出结束后,可在我们选择的存储目录中,查看到“MicroMsg” 文件夹,这就是资源目录。 e reduced depth of 50%; in turn diminished after 50% until 50cm. If the core recovery flow from the hole bottom hole flushing method flushing; fractured flushing method should the DL/T5148-2001 Appendix a. (3) inspection of Grouting holes should be carried out according to DL/T5148-2001 Appendix a water pressure test, ... (1) of the same geologic bedrock Grouting must first complete consolidation grouting and curtain Grouting inspected before. (2) in the areas that need filling from the rock surface, in front of the grout clean up leakage or leakage should be fractured, and the removal of loose rocks, so that plugging. (3) filling in the case of concrete cover, should be built of concrete pipe embedded in grout, grout is required in the corresponding position of strength design of concrete at 50%. Use grout without cover should be approved by the supervisor. (4) with lift irrigation area of observation equipment, to be lifted observing apparatus is completed, and test requirements before completing the filling and Grouting operations can be carried out. Fractured washing, water pressure test and Grout shall be lifted in the course of construction monitoring results shall be submitted to the supervisor, uplift 7、资源目录导出后,我们若是想要查看并且恢复该目录的话,可以借助天盾微信聊天 记录恢复软件,将导出的资源目录添加到软件上,接着便开始获取数据,扫描删除的聊天记 录后,即可开始恢复微信记录。 e reduced depth of 50%; in turn diminished after 50% until 50cm. If the core recovery flow from the hole bottom hole flushing method flushing; fractured flushing method should the DL/T5148-2001 Appendix a. (3) inspection of Grouting holes should be carried out according to DL/T5148-2001 Appendix a water pressure test, ... (1) of the same geologic bedrock Grouting must first complete consolidation grouting and curtain Grouting inspected before. (2) in the areas that need filling from the rock surface, in front of the grout clean up leakage or leakage should be fractured, and the removal of loose rocks, so that plugging. (3) filling in the case of concrete cover, should be built of concrete pipe embedded in grout, grout is required in the corresponding position of strength design of concrete at 50%. Use grout without cover should be approved by the supervisor. (4) with lift irrigation area of observation equipment, to be lifted observing apparatus is completed, and test requirements before completing the filling and Grouting operations can be carried out. Fractured washing, water pressure test and Grout shall be lifted in the course of construction monitoring results shall be submitted to the supervisor, uplift 希望以上的方法能够帮助到大家,当然,若是大家觉得使用软件来导出资源目录有一点 繁琐的话,可以直接使用天盾微信聊天记录恢复软件来一键导出资源目录以及数据目录。 e reduced depth of 50%; in turn diminished after 50% until 50cm. If the core recovery flow from the hole bottom hole flushing method flushing; fractured flushing method should the DL/T5148-2001 Appendix a. (3) inspection of Grouting holes should be carried out according to DL/T5148-2001 Appendix a water pressure test, ... (1) of the same geologic bedrock Grouting must first complete consolidation grouting and curtain Grouting inspected before. (2) in the areas that need filling from the rock surface, in front of the grout clean up leakage or leakage should be fractured, and the removal of loose rocks, so that plugging. (3) filling in the case of concrete cover, should be built of concrete pipe embedded in grout, grout is required in the corresponding position of strength design of concrete at 50%. Use grout without cover should be approved by the supervisor. (4) with lift irrigation area of observation equipment, to be lifted observing apparatus is completed, and test requirements before completing the filling and Grouting operations can be carried out. Fractured washing, water pressure test and Grout shall be lifted in the course of construction monitoring results shall be submitted to the supervisor, uplift
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