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    • 1. 发明专利
    • Method for compacting agglomerated material and artificial barrier
    • 用于压制聚集材料和人造障碍物的方法
    • JP2014020161A
    • 2014-02-03
    • JP2012161955
    • 2012-07-20
    • Taisei Corp大成建設株式会社
    • MORIKAWA YOSHITONEGI MASAHIROKINOMURA KOJISHIRASE MITSUYASUFUJIWARA TADAFUMITATEISHI YOJI
    • E02D17/18B09B1/00G21F9/36
    • PROBLEM TO BE SOLVED: To provide a method for compacting an agglomerated material capable of efficiently and densely compacting the same.SOLUTION: A method for compacting an agglomerated material comprises: a spreading process to construct an agglomerated material layer 1 by spreading an agglomerated material 2; a first density increasing process to increase density of a superficial portion of the first agglomerated material layer 1; a second density increasing process to increase the density of the remaining portion of the agglomerated material layer 1; and a compaction process to compress the agglomerated material 2. In the method for compacting an agglomerated material, an artificial barrier is constructed by: applying vibration with a first compaction machine 10 having small ground contact pressure in the first density increasing process; applying the vibration with a second compaction machine 10 having larger ground contact pressure than the first compaction machine 10 in the second density increasing process; and compacting the agglomerated material 2 with a third compacting machine having larger ground contact pressure than the second compaction machine in the compaction process.
    • 要解决的问题:提供一种压实能够有效且致密地压实其的附聚材料的方法。解决方案:一种压实凝聚材料的方法包括:铺展过程,通过铺展附聚材料2来形成附聚材料层1 ; 第一密度增加过程,以增加第一附聚材料层1的表面部分的密度; 第二密度增加过程,以增加附聚材料层1的剩余部分的密度; 以及压缩过程来压缩附聚材料2.在用于压实附聚材料的方法中,通过在第一密度增加过程中用具有小接地压力的第一压实机10施加振动来构造人造阻挡层; 在第二密度增加过程中,使用具有比第一压实机10更大的接地压力的第二压实机10施加振动; 并且在压缩过程中用具有比第二压实机更大的接地压力的第三压实机压实凝聚材料2。
    • 3. 发明专利
    • Soil testing device, soil testing method, and compaction density management method
    • 土壤测试装置,土壤测试方法和压缩密度管理方法
    • JP2013076220A
    • 2013-04-25
    • JP2011215242
    • 2011-09-29
    • Taisei Corp大成建設株式会社Tokyo Sokki Kenkyusho Co Ltd株式会社東京測器研究所
    • MORIKAWA YOSHITONEGI MASAHIROSHIRASE MITSUYASUOKANO TAKESHIOISHI HIROAKI
    • E02D1/08G01N3/00G01N3/40
    • PROBLEM TO BE SOLVED: To provide a soil testing device and a soil testing method capable of easily performing loading face treatment and load testing, and a compaction density management method enabling compaction density management to be performed by using a non-destructive method.SOLUTION: A soil testing device 1 comprises a self-propelled base machine 10, a support member 20 installed on the base machine 10, a loading face treatment machine 30 attached to the support member 20, and a load tester 40 attached to the support member 20. A soil testing method includes: a movement step for allowing the base machine 10 to run and move the soil testing device 1 to a test execution region; a face treatment step for executing surface treatment of a ground level by the loading face treatment machine 30 to form a loading face; a positioning step for making the loading face treatment machine 30 move along the support member 20 to retract it from on the loading face and making the load tester 40 move along the support member 20 to position it on the loading face; and a testing step for performing load testing by the load tester 40.
    • 要解决的问题:提供能够容易地执行装载面处理和负载试验的土壤测试装置和土壤测试方法,以及通过使用非破坏性方法来实现压实密度管理的压实密度管理方法 。 解决方案:土壤测试装置1包括自推进式基础机器10,安装在基础机器10上的支撑构件20,附接到支撑构件20的装载面处理机器30和连接到支撑构件20的负载测试器40 土壤测试方法包括:移动步骤,用于允许基础机器10运行并将土壤测试装置1移动到测试执行区域; 面部处理步骤,用于通过装载面处理机30执行地平面的表面处理,以形成装载面; 用于使装载面处理机30沿着支撑构件20移动以使其从装载面上缩回并使得负载测试器40沿着支撑构件20移动以将其定位在装载面上的定位步骤; 以及用于由负载测试器40进行负载测试的测试步骤。版权所有(C)2013,JPO&INPIT