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  1. Home
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  6. Non-breeding filling material "TM300zero"

Non-breeding filling material "TM300zero"

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last updated:May 18, 2023

エースコン工業
エースコン工業
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An ideal filler with liquid-like fluidity, non-bleeding, low heat generation, water resistance, and low specific gravity!

"TM300zero" is a premixed type non-bleeding filling material manufactured by Tachibana Material Co., Ltd. It allows for long-distance pumping and filling in narrow spaces. By simply mixing and stirring the product with mixing water, a consistently stable mortar is produced. Additionally, it is composed of blast furnace slag, which suppresses the generation of heat during hydration, and the incorporation of a small amount of air into the CB liquid reduces the weight of the solidified material. 【Features】 ■ Integrated premixed type ■ Non-bleeding ■ Low heat generation ■ Water-resistant ■ Low specific gravity material ■ Environmentally friendly *For more details, please refer to the related link page or feel free to contact us.

    Mortar and plaster materials
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Non-breeding filling material "TM300zero"

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  • Related Link - http://www.acecon-kogyo.co.jp/ryudou/TM300zero.htm…
  • Special site - Product/service details - https://pr.www.ipros.com/acecon-kogyo/product/

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【Other Features】 - No need for air volume confirmation and adjustment, making management easy - Capable of long-distance pumping and filling in narrow spaces - No need for void treatment after filling - Main component consists of blast furnace slag, suppressing the generation of hydration heat during curing - Simplification of water drainage work inside pipes is possible - Combines the advantages of CB and air - Leaching of hexavalent chromium, which is a soil contamination issue, is below standard values, and heavy metals are within environmental standards *For more details, please refer to the related link page or feel free to contact us.

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エースコン工業

エースコン工業

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The adoption of lightweight fill (FCB method) and backfilling methods using fluidized treated soil is increasing. Applications are expanding to include reduction of settlement on soft ground, load reduction on landslide-prone slopes, reduction of soil pressure on structures, backfilling in difficult areas, prevention of consolidation settlement, ground improvement, and liquefaction countermeasures.

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