JP2998063B2 - How to transport earth and sand - Google Patents

How to transport earth and sand

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Publication number
JP2998063B2
JP2998063B2 JP24870595A JP24870595A JP2998063B2 JP 2998063 B2 JP2998063 B2 JP 2998063B2 JP 24870595 A JP24870595 A JP 24870595A JP 24870595 A JP24870595 A JP 24870595A JP 2998063 B2 JP2998063 B2 JP 2998063B2
Authority
JP
Japan
Prior art keywords
sand
earth
water
absorbing material
air
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP24870595A
Other languages
Japanese (ja)
Other versions
JPH0971968A (en
Inventor
芳夫 三島
一行 佐藤
裕司 中野
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hymo Corp
Original Assignee
Hymo Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hymo Corp filed Critical Hymo Corp
Priority to JP24870595A priority Critical patent/JP2998063B2/en
Publication of JPH0971968A publication Critical patent/JPH0971968A/en
Application granted granted Critical
Publication of JP2998063B2 publication Critical patent/JP2998063B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は土砂の搬送方法に関し、
より詳細にはシルト系土砂や粘土系土砂等の含水比の比
較的高い土砂(以下これらを総称して「土砂」という)
をエア搬送する土砂の搬送方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for transporting earth and sand,
More specifically, soil with relatively high water content, such as silt-based soil and clay-based soil (hereinafter referred to collectively as "soil and sand")
And a method for transporting earth and sand by air.

【0002】[0002]

【従来の技術】例えば山岳地帯の中腹を切り開いて道路
を建設する作業と並行して、道路の上方小段部に緑化帯
を造成する場合がある。緑化帯の地山が硬質で緑化基盤
として不適当であるときは、緑化に適した例えばシルト
系土砂や粘土系土砂等の含水系土砂を搬入して、客土層
を形成する必要がある。一般にバックホー等の重機やダ
ンプカー等の輸送車両の導入が困難な法面小段部へ土砂
を搬入する方法としてはホース輸送方法が知られてい
る。またホース輸送方法には土砂に加水してスラリー
状にしてポンプ圧送する方法と、土砂に手を加えない
で直接エア圧送する方法がある。
2. Description of the Related Art For example, there is a case where a greening zone is formed in an upper small step portion of a road in parallel with an operation of cutting a middle side of a mountain area to construct a road. When the ground in the greening zone is hard and unsuitable as a greening base, it is necessary to carry in hydrous soil such as silt-type soil and clay-type soil suitable for greening to form a guest soil layer. In general, a hose transport method is known as a method for carrying earth and sand into a small step portion of a slope where it is difficult to introduce a heavy machine such as a backhoe or a transport vehicle such as a dump truck. As a hose transport method, there are a method in which water is added to earth and sand to make a slurry and pumping is performed, and a method in which air is directly pumped without modifying the earth and sand.

【0003】[0003]

【発明が解決しようとする課題】前記した土砂のホース
輸送技術には次のような問題点がある。 <イ> 土砂をスラリー状にして輸送する方法にあって
は、大量の用水を必要とするだけでなく、土砂搬送後の
余剰水の処理が必要となるため、大規模範囲に亘る大量
土砂の搬送には不向きである。また搬送後にスラリー状
の泥土を塞き止めるための付帯施設を必要とする問題も
ある。 <ロ> 土砂を直接エア輸送する方法にあっては、搬送
土砂が含水系土砂であるとホース内に付着して閉塞し易
く、シルトや粘土分の多い含水系土砂の搬送には不向き
である。そのためエア輸送が可能な土砂は高価な洗砂に
限定され、材料費が高くつく。
The above-mentioned technology for transporting soil and hose has the following problems. <B> In the method of transporting the sediment in the form of slurry, not only a large amount of water is required, but also excess water treatment after the transportation of the sediment is required. Not suitable for transport. There is also a problem that an additional facility for blocking and stopping slurry-like mud after transport is required. <B> In the method of directly transporting sediment by air, if the transported sediment is hydrous sediment, it easily adheres to the hose and becomes clogged, and is not suitable for transporting hydrous sediment containing a large amount of silt or clay. . Therefore, earth and sand that can be transported by air are limited to expensive washing sand, and material costs are high.

【0004】本発明は以上の点に鑑みて成されたもの
で、土砂をエア搬送する際、ホース内での閉塞を防止し
て経済的に搬送できる、土砂の搬送技術を提供すること
にある。 さらに本発明はエア搬送が困難とされている
シルトや粘土の含有量の多い土砂(砂質土)の搬送が可
能な、土砂の搬送技術を提供することにある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above points, and it is an object of the present invention to provide a technique for transporting earth and sand that can be economically transported by preventing clogging in a hose when air and sand are transported. . It is a further object of the present invention to provide a technique for conveying earth and sand capable of conveying earth and sand (sandy soil) having a high silt and clay content, which is considered difficult to convey by air.

【0005】[0005]

【問題点を解決するための手段】本発明は、搬送ホース
内に一方向からエアを送気して土砂を搬送する土砂の搬
送方法において、土砂の搬送に先行して搬送土砂と吸水
材を撹拌混合し、その後土砂の水分を吸水した吸水材と
見掛けの含水率が低下した土砂とを搬送ホースを通じて
エア圧送することを特徴とする、土砂の搬送方法であ
る。さらに本発明は、搬送ホース内にエアポンプからエ
アを送気して土砂を搬送する土砂の搬送方法において、
土砂の搬送に先行して搬送土砂と吸水材と繊維群とを撹
拌混合し、その後土砂の水分を吸水した吸水材と見掛け
の含水率の低下した土砂と分散した繊維とを搬送ホース
を通じてエア圧送することを特徴とする、土砂の搬送方
法である。さら本発明は、搬送ホース内にエアポンプか
らエアを送気して土砂を搬送する土砂の搬送方法におい
て、土砂の搬送に先行して搬送土砂と吸水材と繊維群と
固化剤とを撹拌混合し、その後土砂の水分を吸水した吸
水材と見掛けの含水率の低下した土砂と分散した繊維と
を搬送ホースを通じてエア圧送することを特徴とする、
土砂の搬送方法である。さらに本発明は、既述した吸水
材が高吸水性樹脂であることを特徴とする、土砂の搬送
方法である。さらに本発明は前記した繊維が加工繊維、
或いは加工繊維と植物性繊維の混合物であることを特徴
とする、土砂の搬送方法である。
SUMMARY OF THE INVENTION The present invention relates to a method for transporting earth and sand by feeding air from one direction into a transportation hose, wherein the earth and sand are conveyed prior to the earth and sand transport. A method for transporting earth and sand, comprising stirring and mixing, and then air-feeding a water-absorbing material having absorbed the water content of the earth and sand and an earth and sand having a reduced apparent moisture content through a transportation hose. Furthermore, the present invention provides a method for transporting earth and sand in which air is sent from an air pump into a transport hose to transport earth and sand,
Prior to the transport of sediment, the transported sediment, the water-absorbing material, and the fiber group are stirred and mixed, and thereafter, the water-absorbing material that has absorbed the moisture of the soil and the dispersed fiber and the sediment having a reduced apparent moisture content are air-fed through the transport hose. And a method for transporting earth and sand. Furthermore, the present invention provides a method for transporting earth and sand in which air is sent from an air pump into a transfer hose to transport earth and sand, wherein the earth and sand, the water absorbing material, the fiber group, and the solidifying agent are stirred and mixed prior to the earth and sand transportation. Characterized by air-pumping the water-absorbing material that has absorbed the water content of the earth and sand, and the dispersed fiber and the earth and sand whose apparent water content has decreased, through a transfer hose,
It is a method of transporting earth and sand. Furthermore, the present invention is a method for transporting earth and sand, wherein the above-mentioned water-absorbing material is a highly water-absorbing resin. Further, in the present invention, the fiber is a processed fiber,
Alternatively, it is a method for conveying earth and sand, which is a mixture of processed fibers and vegetable fibers.

【0006】[0006]

【実施の形態1】以下図面を参照しながら本発明の実施
の形態について説明する。
Embodiment 1 Hereinafter, an embodiment of the present invention will be described with reference to the drawings.

【0007】<イ>搬送施設 図1に搬送施設の概念図を示す。符号10は撹拌槽で、
モータ11の駆動で回転する撹拌羽根12を具備してい
る。撹拌槽10はベルトコンベアやショベルカー等で投
入される土砂20と、吸水材21とを強制的に混練でき
るようになっている。尚、吸水材21の混合量は土砂2
0の性状や含水量に応じて調整バルブ22の開閉操作を
行うことで適宜調整できるようになっている。撹拌槽1
0の底部に接続した搬送ホース30の途中にはエアポン
プ31とモータ32により構成されるコンプレッサ33
が介挿されていて、コンプレッサ33を通じて搬送ホー
ス30内へエアを送気することで、撹拌槽10内から引
き出した吸水材21を含む土砂20を搬送ホース30を
通じて先端の吹付ノズル34から吐出できるようになっ
ている。エアポンプ31は公知のポンプであり、また搬
送ホース30は公知の可撓性を有するホースや塩ビ管、
鋼管等を含むものである。
<A> Transport Facility FIG. 1 shows a conceptual diagram of the transport facility. Reference numeral 10 denotes a stirring tank.
A stirring blade 12 that rotates when driven by a motor 11 is provided. The stirring tank 10 can forcibly knead the earth and sand 20 and the water-absorbing material 21 which are fed by a belt conveyor, a shovel car, or the like. The mixing amount of the water absorbing material 21 is 2
It can be adjusted appropriately by opening and closing the adjusting valve 22 in accordance with the property of zero and the water content. Stirring tank 1
In the middle of the transfer hose 30 connected to the bottom of the compressor 33, a compressor 33 constituted by an air pump 31 and a motor 32 is provided.
Is inserted, and by blowing air into the transfer hose 30 through the compressor 33, the earth and sand 20 including the water-absorbing material 21 drawn out of the stirring tank 10 can be discharged from the spray nozzle 34 at the tip through the transfer hose 30. It has become. The air pump 31 is a known pump, and the transfer hose 30 is a known flexible hose or PVC pipe,
It includes steel pipes and the like.

【0008】<ロ>吸水材 吸水材21は水分を吸収して土砂20の含水率を低下さ
せ見掛けの粘性を改善してホース搬送を可能ならしめる
目的で加える添加剤で、例えば公知の乾燥状態の粘土粉
末等の無機質吸水体や、吸水性能の高い高吸水性樹脂を
使用できる。吸水材21としては例えば無機系の材料と
してバーキュライト、ゼオライト、シリカ、パーライ
ト、各種の焼生灰、石粉等を使用できる。高吸水性樹脂
としては、例えばポリアクリル酸塩架橋物、澱粉・アク
リロニトリルグラフト共重合体の加水分解物、(メタ)
アクリロイルオキシエチルトリアルキルアンモニウム塩
架橋物、(メタ)アクリルアミドプロピルトリアルキル
アンモニウム塩架橋物、ポリアクリルアミド−2−メチ
ルピロパンスルホン酸塩架橋物等が挙げられる。吸水材
21としてはその他に無機系の材料としてゼオライト、
シリカやパーライト、各種焙成灰等を使用できる。
<B> Water-absorbing material The water-absorbing material 21 is an additive added for the purpose of absorbing water to reduce the water content of the earth and sand 20, improve the apparent viscosity, and enable hose conveyance. Inorganic water-absorbent such as clay powder, and high water-absorbent resin having high water-absorbing performance can be used. As the water absorbing material 21, for example, vercurite, zeolite, silica, perlite, various burnt ash, stone powder, and the like can be used as inorganic materials. Examples of the superabsorbent resin include a crosslinked product of polyacrylate, a hydrolyzate of starch / acrylonitrile graft copolymer, (meth)
Crosslinked products of acryloyloxyethyltrialkylammonium salt, crosslinked products of (meth) acrylamidopropyltrialkylammonium salt, crosslinked products of polyacrylamido-2-methylpyrropansulfonic acid salt, and the like. As the water-absorbing material 21, zeolite as an inorganic material,
Silica, perlite, various roasted ash, and the like can be used.

【0009】[0009]

【作用】つぎに土砂の搬送方法について説明する。 <イ>土砂と吸水材の投入 撹拌羽根12が回転する撹拌槽10内に土砂20と、土
砂20の投入量に見合った吸水材21を夫々投入する。
Next, a method for transporting earth and sand will be described. <B> Injection of earth and sand and water-absorbing material The earth and sand 20 and the water-absorbing material 21 corresponding to the input amount of the earth and sand 20 are injected into the stirring tank 10 in which the stirring blade 12 rotates.

【0010】<ロ>土砂の一次撹拌 撹拌槽10内で土砂20と一緒に撹拌混合される吸水材
21は土砂20を構成する土粒間に存在する間隙水や土
粒の表面に付着する水分を吸水し、吸水した水分を放出
することなく内部に蓄える。その結果、土砂20の見掛
けの含水率が低下する。吸水材21は吸水しても粘着性
を発揮しないため、土砂の粘度を高める心配がない。
<B> Primary mixing of soil and sand The water-absorbing material 21 stirred and mixed together with the soil 20 in the stirring tank 10 is pore water existing between the soil particles constituting the soil 20 and moisture adhering to the surface of the soil particles. Absorbs water and stores it inside without releasing the absorbed water. As a result, the apparent water content of the soil 20 decreases. Since the water absorbing material 21 does not exhibit adhesiveness even when absorbing water, there is no need to increase the viscosity of earth and sand.

【0011】<ハ>土砂の搬送と二次撹拌 撹拌槽10内で土砂20の水分の大半を吸水材21に吸
水させたら、モータ32でコンプレッサ33を駆動さ
せ、吹付ノズル34へ向けて搬送ホース30内にエアを
送気すると同時に、撹拌槽10の底部のホッパを開く。
すると撹拌槽10内で撹拌混合されてた吸水材21を含
む土砂20が搬送ホース30内に発生する負圧で以て引
き出され、さらにコンプレッサ33の送気力で以て搬送
ホース30内を搬送される。搬送中、土砂20は搬送ホ
ース30内で吸水材21と再び撹拌混合されて土砂20
の見掛けの含水率が更に低下する。含水率の低下に伴い
土砂20はほぼさらさらの状態に変化することから、搬
送ホース30を閉塞しないでエア搬送される。
<C> Conveying and Secondary Stirring of Sediment When most of the water content of the sediment 20 is absorbed by the water absorbing material 21 in the stirring tank 10, the compressor 33 is driven by the motor 32 and the conveying hose is directed toward the spray nozzle 34. The hopper at the bottom of the stirring tank 10 is opened at the same time as the air is supplied into the inside 30.
Then, the earth and sand 20 containing the water-absorbing material 21 mixed and stirred in the stirring tank 10 is drawn out by the negative pressure generated in the transfer hose 30, and further transferred through the transfer hose 30 by the air supply force of the compressor 33. You. During transportation, the sediment 20 is again mixed with the water-absorbing material 21 in the transport hose 30 to be mixed.
Apparent water content further decreases. The earth and sand 20 changes to a substantially dry state with a decrease in the water content, and is conveyed by air without closing the transfer hose 30.

【0012】<ニ>吐出 搬送ホース30内をエアで搬送された土砂20は、吸水
材21と共に吹付ノズル34から吐出される。吐出され
た吸水材21は水分を含むため最終的に土砂20の保水
剤として機能する。エア搬送された土砂20が乾燥によ
って飛散が激しい場合は、吹付ノズル34の先端で用水
を加えながら吐出するとよい。
<D> Discharge The earth and sand 20 transported by air in the transport hose 30 is discharged from the spray nozzle 34 together with the water absorbing material 21. The discharged water-absorbing material 21 finally functions as a water retention agent for the earth and sand 20 because it contains water. In the case where the earth and sand 20 conveyed by air is drastically scattered due to drying, the tip of the spray nozzle 34 may be discharged while adding water.

【0013】[0013]

【実施の形態2】以上は土砂20のみを搬送対象とした
実施の形態について説明したが、土砂20に土壌改良材
である植物性繊維を混入させたものであってもよい。植
物性繊維としてはバーク堆肥やピートモス等を使用する
ことが望ましい。また土砂20に加工繊維、或いは加工
繊維と植物性繊維とを混入させたものであってもよい。
加工繊維は5〜50mm程度の長さと、30〜50dの
繊度を有するアクリル繊維を使用でき、また植物性繊維
としてはバーク堆肥やピートモス等を使用することが望
ましい。尚、前記した土砂20に混入できる加工繊維や
植物性繊維については、例えば特開昭58−11072
2号公報に開示されており、詳しい説明を省略する。
[Embodiment 2] Although the embodiment has been described in which only the earth and sand 20 is transported, the earth and sand 20 may be mixed with vegetable fiber as a soil improving material. It is desirable to use bark compost, peat moss, or the like as the vegetable fiber. Further, processed fibers or a mixture of processed fibers and vegetable fibers may be used in the earth and sand 20.
Acrylic fibers having a length of about 5 to 50 mm and a fineness of 30 to 50 d can be used as the processed fibers, and bark compost or peat moss is preferably used as the vegetable fibers. In addition, about the processed fiber and the vegetable fiber which can be mixed in the above-mentioned earth and sand 20, for example, Japanese Patent Laid-Open No. 58-11072
It is disclosed in Japanese Patent Publication No. 2 and its detailed description is omitted.

【0014】[0014]

【実施の形態3】土砂20に土壌改良材である植物性繊
維を混入させることに加えて、適宜の固化剤を混入させ
てもよい。固化剤は植物性繊維等の土壌改良材と共に予
め撹拌混合したものをエア圧送するか、或いはノズルの
吹き付け直前に混入させるものとする。
Embodiment 3 In addition to mixing vegetable fiber, which is a soil improvement material, into soil 20, an appropriate solidifying agent may be mixed. The solidifying agent is premixed with the soil improving material such as vegetable fiber and the like by stirring and mixing in advance, or it is mixed immediately before the nozzle is sprayed.

【0015】[0015]

【実施の形態4】土砂20はシルト系や粘土系の土砂に
限定されるものではなく、あらゆる土砂を含むものであ
る。
Embodiment 4 The earth and sand 20 is not limited to silt-based or clay-based earth and sand, but includes any earth and sand.

【0016】[0016]

【発明の効果】本発明は以上説明したようになるから次
のような効果を得ることができる。 <イ> 吸水材と一緒に撹拌混合して土砂の含水率を低
減させた後にエア搬送できると共に、搬送ホース内でも
吸水材と土砂の撹拌混合が成されて土砂の含水率をさら
に低減できる。そのため、搬送ホース内での閉塞を回避
して低コストに土砂を搬送できる。 <ロ> シルトや粘土分を多く含む含水率の高い土砂は
これまでエア搬送が不可能とされてきたが、本発明では
この種の土砂のエア搬送が可能となる。そのため、山砂
や建設残土等の未利用の建設資材を有効利用することが
できる。
As described above, the present invention has the following effects. <A> After the water content of the earth and sand is reduced by stirring and mixing together with the water absorbing material, the air can be conveyed, and also the water absorbing material and the earth and sand can be stirred and mixed in the transfer hose to further reduce the water content of the earth and sand. Therefore, the earth and sand can be transported at low cost by avoiding blockage in the transport hose. <B> It has been considered that soil and sand having a high moisture content containing a large amount of silt and clay can not be conveyed by air. However, in the present invention, this kind of sediment can be conveyed by air. Therefore, unused construction materials, such as mountain sand and construction surplus soil, can be effectively used.

【図面の簡単な説明】[Brief description of the drawings]

【図1】 本発明に係る土砂の搬送方法の概念図FIG. 1 is a conceptual diagram of a method for transporting earth and sand according to the present invention.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 中野 裕司 東京都千代田区九段北4丁目2番35号 ライト工業株式会社内 (56)参考文献 特開 平1−256425(JP,A) 特開 平5−239848(JP,A) 特開 昭58−110722(JP,A) 特開 昭58−187485(JP,A) (58)調査した分野(Int.Cl.7,DB名) E02F 7/00 E02F 7/10 B65G 53/30 ──────────────────────────────────────────────────続 き Continuation of the front page (72) Inventor Yuji Nakano 4-35, Kudankita, Chiyoda-ku, Tokyo Light Industry Co., Ltd. (56) References JP-A-1-256425 (JP, A) JP-A Heisei 5-239848 (JP, A) JP-A-58-110722 (JP, A) JP-A-58-187485 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) E02F 7/00 E02F 7/10 B65G 53/30

Claims (5)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 搬送ホース内に一方向からエアを送気
して土砂を搬送する土砂の搬送方法において、 土砂の搬送に先行して搬送土砂と吸水材を撹拌混合し、 その後土砂の水分を吸水した吸水材と見掛けの含水率が
低下した土砂とを搬送ホースを通じてエア圧送すること
を特徴とする、 土砂の搬送方法。
1. A method for transporting earth and sand by feeding air from one direction into a transportation hose, wherein the earth and sand being transported and the water-absorbing material are stirred and mixed prior to the transportation of the earth and sand. A method for transporting earth and sand, comprising feeding air-absorbed water-absorbing material and earth and sand having a reduced apparent moisture content through a transportation hose.
【請求項2】 搬送ホース内にエアポンプからエアを
送気して土砂を搬送する土砂の搬送方法において、 土砂の搬送に先行して搬送土砂と吸水材と繊維群とを撹
拌混合し、 その後土砂の水分を吸水した吸水材と見掛けの含水率の
低下した土砂と分散した繊維とを搬送ホースを通じてエ
ア圧送することを特徴とする、 土砂の搬送方法。
2. A method for conveying earth and sand in which air is sent from an air pump into a conveyor hose to convey earth and sand, wherein the earth and sand, the water-absorbing material, and the fiber group are stirred and mixed before the earth and sand are conveyed. A method for transporting earth and sand, comprising: air-feeding a water-absorbing material that has absorbed water and soil and soil with reduced apparent moisture content and dispersed fibers through a transportation hose.
【請求項3】 搬送ホース内にエアポンプからエアを
送気して土砂を搬送する土砂の搬送方法において、 土砂の搬送に先行して搬送土砂と吸水材と繊維群と固化
剤とを撹拌混合し、 その後土砂の水分を吸水した吸水材と見掛けの含水率の
低下した土砂と分散した繊維とを搬送ホースを通じてエ
ア圧送することを特徴とする、 土砂の搬送方法。
3. A method for transporting earth and sand by feeding air from an air pump into a transportation hose, wherein the earth and sand, the water-absorbing material, the fiber group, and the solidifying agent are stirred and mixed prior to the earth and sand transportation. A method for transporting earth and sand, comprising: thereafter, air-feeding a water-absorbing material that has absorbed the water content of the earth and sand, and a fiber and a dispersed fiber whose apparent water content has been reduced, through a transportation hose.
【請求項4】 請求項1〜3のいずれかにおいて、吸
水材が高吸水性樹脂であることを特徴とする、土砂の搬
送方法。
4. The method according to claim 1, wherein the water-absorbing material is a highly water-absorbing resin.
【請求項5】 請求項1〜3のいずれかにおいて、繊
維が加工繊維、或いは加工繊維と植物性繊維の混入物で
あることを特徴とする、土砂の搬送方法。
5. The method according to claim 1, wherein the fiber is a processed fiber or a mixture of a processed fiber and a vegetable fiber.
JP24870595A 1995-09-01 1995-09-01 How to transport earth and sand Expired - Lifetime JP2998063B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24870595A JP2998063B2 (en) 1995-09-01 1995-09-01 How to transport earth and sand

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24870595A JP2998063B2 (en) 1995-09-01 1995-09-01 How to transport earth and sand

Publications (2)

Publication Number Publication Date
JPH0971968A JPH0971968A (en) 1997-03-18
JP2998063B2 true JP2998063B2 (en) 2000-01-11

Family

ID=17182114

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Link
JP (1) JP2998063B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4761554B2 (en) * 2006-08-22 2011-08-31 日特建設株式会社 Topsoil collection and transport method and topsoil improvement machine
JP6887336B2 (en) * 2017-07-31 2021-06-16 鹿島建設株式会社 Transport method and transport device

Also Published As

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JPH0971968A (en) 1997-03-18

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