{"id":1384,"date":"2020-04-22T18:55:57","date_gmt":"2020-04-22T09:55:57","guid":{"rendered":"https:\/\/www.tenox.co.jp\/wordpress\/?page_id=1384"},"modified":"2020-06-17T10:12:51","modified_gmt":"2020-06-17T01:12:51","slug":"supporting_civilengineering","status":"publish","type":"page","link":"https:\/\/www.tenox.co.jp\/en\/construction_method\/supporting_civilengineering\/","title":{"rendered":"Civil engineering structures"},"content":{"rendered":"
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Roads, railways, etc.<\/h2>\r\n
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Gantetsu Pile Method<\/h3>\r\n

In the Gantetsu Pile method, a composite pile in which a steel pipe pile with protrusions on the outer surface is press-fitted into the center of a hardened body (soil cement column) formed by stirring and mixing injected cement milk with in-situ soil. It is a publicly evaluated construction method that is described as steel pipe soil cement piles in road bridge specifications and railway design standards.<\/p>\r\n

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TN Method<\/h3>\r\n

In the TN method, drilling is performed while removing soil from inside the pipe via an auger screw inserted inside of the steel pipe pile. After reaching the specified support layer, cement milk is filled via high-pressure injection and the foot protection is hardened. These foundation pile methods support structures through the formed expanded foot protections for the tips. The methods are widely used in the civil engineering and construction fields, and they can also be applied to steel pipe sheet pile foundations.<\/p>\r\n

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NS ECO-PILE Method<\/h3>\r\n

NS ECO-PILE method is a foundation pile method in which rotational press-fitting is used for a steel pipe pile which has a steel plate (blade) that is processed into a spiral shape welded to the tip of the pile. Large-diameter piles are rotationally press-fitted via steel pipes using full rotation pile drivers, while medium- and small-diameter piles are driven by a self-propelled small pile driving machine. Similar to wood screws, the piles are penetrated into the soil via the propulsion of the tip blade.<\/p>\r\n

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Roads on soft soil<\/h2>\r\n
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Column Aproach Method<\/h3>\r\n

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Water and sewer related facilities<\/h2>\r\n
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CMJ Method<\/h3>\r\n

In the CMJ method, excavation is performed while the soil inside the pipe is discharged using a screw head inserted inside the concrete pile. After reaching the specified support layer, cement milk is injected at high pressure and hardens, thus forming an expanded foot protection to support the structure. This method is widely applied in the fields of architecture and civil engineering.<\/p>\r\n

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Tenocolumn Method<\/h3>\r\n

Tenocolumn method is a deep-mixing processing method formed by stirring and mixing solidifying material liquid with the existing soil while injecting cement-based solidifying material (solidifying material liquid) made into a slurry at the in-situ position. This method is flexible and has a wide range of uses, including foundations for building structures, soil retaining, prevention of uneven settlement, and measures against liquefaction and arc sliding.<\/p>\r\n

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ATTcolumn Method<\/h3>\r\n

The ATTcolumn Method is a synthetic steel pipe pile method with large frictional force and high toughness in which a steel pipe pile with blades is embedded in a columnar improvement. In the construction field, the ATTcolumn has received Ministerial certification (indentation bearing capacity) and has been rated by the Center for Better Living (withdrawal bearing capacity). In the civil engineering field, the ATTcolumn has undergone technical evaluation by the Japan Society of Civil Engineers, and can be applied to architecture and civil engineering structures.<\/p>\r\n

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TN Method<\/h3>\r\n

In the TN method, drilling is performed while removing soil from inside the pipe via an auger screw inserted inside of the steel pipe pile. After reaching the specified support layer, cement milk is filled via high-pressure injection and the foot protection is hardened. These foundation pile methods support structures through the formed expanded foot protections for the tips. The methods are widely used in the civil engineering and construction fields, and they can also be applied to steel pipe sheet pile foundations.<\/p>\r\n

View More<\/a><\/p>\r\n <\/div>\r\n

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EAZET Method<\/h3>\r\n

<\/p>\r\n <\/div>\r\n <\/div>\r\n \r\n <\/div>\r\n<\/div>","protected":false},"excerpt":{"rendered":"Roads, railways, etc. Gantetsu Pile Method In the Gantetsu Pile method, a composite pile in which a steel pipe pile with protrusions on the outer surface is press-fitted into the center of a hardened body (soil cement column) formed by stirring and mixing injected cement milk with in-situ soil. It is a publicly evaluated construction method that is described as steel pipe soil cement piles in road bridge specifications and railway design standards. View More TN Method In the TN method, drilling is performed while removing soil from inside the pipe via an auger screw inserted inside of the steel pipe pile. After reaching the specified support layer, cement milk is filled via high-pressure injection and the foot protection is hardened. These foundation pile methods support structures through the formed expanded foot protections for the tips. The methods are widely used in the civil engineering and construction fields, and they can also be applied to steel pipe sheet pile foundations. View More NS ECO-PILE Method NS ECO-PILE method is a foundation pile method in which rotational press-fitting is used for a steel pipe pile which has a steel plate (blade) that is processed into a spiral shape welded to the tip of the pile. Large-diameter piles are rotationally press-fitted via steel pipes using full rotation pile drivers, while medium- and […]","protected":false},"author":1,"featured_media":257,"parent":1380,"menu_order":177,"comment_status":"closed","ping_status":"closed","template":"templates\/page_templete_03.php","meta":{"_locale":"en_US","_original_post":"https:\/\/www.tenox.co.jp\/wordpress\/?page_id=648","_links_to":"","_links_to_target":""},"acf":[],"_links":{"self":[{"href":"https:\/\/www.tenox.co.jp\/wp-json\/wp\/v2\/pages\/1384"}],"collection":[{"href":"https:\/\/www.tenox.co.jp\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.tenox.co.jp\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.tenox.co.jp\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.tenox.co.jp\/wp-json\/wp\/v2\/comments?post=1384"}],"version-history":[{"count":7,"href":"https:\/\/www.tenox.co.jp\/wp-json\/wp\/v2\/pages\/1384\/revisions"}],"predecessor-version":[{"id":2391,"href":"https:\/\/www.tenox.co.jp\/wp-json\/wp\/v2\/pages\/1384\/revisions\/2391"}],"up":[{"embeddable":true,"href":"https:\/\/www.tenox.co.jp\/wp-json\/wp\/v2\/pages\/1380"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.tenox.co.jp\/wp-json\/wp\/v2\/media\/257"}],"wp:attachment":[{"href":"https:\/\/www.tenox.co.jp\/wp-json\/wp\/v2\/media?parent=1384"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}