JPH0971968A - Sediment transportation method - Google Patents

Sediment transportation method

Info

Publication number
JPH0971968A
JPH0971968A JP24870595A JP24870595A JPH0971968A JP H0971968 A JPH0971968 A JP H0971968A JP 24870595 A JP24870595 A JP 24870595A JP 24870595 A JP24870595 A JP 24870595A JP H0971968 A JPH0971968 A JP H0971968A
Authority
JP
Japan
Prior art keywords
sand
earth
water
absorbing material
transporting
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.)
Granted
Application number
JP24870595A
Other languages
Japanese (ja)
Other versions
JP2998063B2 (en
Inventor
Yoshio Mishima
芳夫 三島
Kazuyuki Sato
一行 佐藤
Yuji Nakano
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
Raito Kogyo Co Ltd
Original Assignee
Hymo Corp
Raito Kogyo Co Ltd
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, Raito Kogyo Co Ltd 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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Abstract

(57)【要約】 【課題】 ホース内での閉塞事故を防止して経済的
に搬送できる、土砂の搬送技術を提供すること。 【解決手段】 土砂20の搬送に先行して土砂20と吸
水材21を撹拌混合して土砂20の含水率を低減する。
その後水分を吸水させた吸水材21と共に土砂20を搬
送ホース30を通じてエア搬送する。
(57) 【Abstract】 PROBLEM TO BE SOLVED: To provide a technique for transporting earth and sand capable of economically transporting while preventing a blockage accident in a hose. SOLUTION: The water content of the earth and sand 20 is reduced by stirring and mixing the earth and sand 20 and the water absorbing material 21 prior to the transportation of the earth and sand 20.
After that, the earth and sand 20 is conveyed by air through the conveying hose 30 together with the water absorbing material 21 that has absorbed water.

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, silt-based sediments and clay-based sediments that have a relatively high water content (hereinafter collectively referred to as "sand")
The present invention relates to a method of 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 green belt is formed on an upper step of a road in parallel with a work for cutting a road in a mountainous area to construct a road. When the ground in the vegetation zone is hard and unsuitable as a vegetation base, it is necessary to bring in hydrated soil suitable for revegetation, such as silt-based earth and clay-based earth and sand, to form a customer soil layer. BACKGROUND ART Generally, a hose transportation method is known as a method for carrying earth and sand to a slope step where it is difficult to introduce heavy equipment such as a backhoe or a transportation vehicle such as a dump truck. Further, as a hose transportation method, there are a method of adding water to earth and sand to form a slurry and pumping it, and a method of directly air-pressing the earth and sand without touching it.

【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 soil hose transportation technique has the following problems. <a> The method of transporting sediment in a slurry state not only requires a large amount of water, but also requires treatment of excess water after the sediment is transported. Not suitable for transportation. There is also a problem that an auxiliary facility is required to block the slurry-like mud after transportation. <B> In the method of directly transporting sediment by air, if the transported sediment is water-containing sediment, it is likely to adhere to the hose and be clogged, which is not suitable for transporting water-containing sediment containing a lot of silt and clay. . Therefore, the earth and sand that can be transported by air are limited to expensive sand, and the material cost is 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。
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 which can be economically transported by preventing blockage in a hose when air is transported. . Another object of the present invention is to provide a technique for transporting earth and sand, which is capable of transporting earth and sand (sandy soil) containing a large amount of silt or clay, which is 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 is a method of transporting earth and sand in which air is fed from one direction into a transport hose, and in the method of transporting earth and sand, the earth and sand are conveyed and the water-absorbing material is conveyed in advance. It is a method of transporting earth and sand, which comprises stirring and mixing, and then air-pressurizing a water-absorbing material that has absorbed the water content of the earth and sand and earth and sand with an apparently reduced water content through a conveying hose. Furthermore, the present invention is a method of transporting earth and sand by feeding air from an air pump into a transfer hose,
Prior to the transportation of the sediment, the transported soil, the water absorbing material and the fiber group are agitated and mixed, and then the water absorbing material that has absorbed the water content of the earth and sand, and the sand and sand with a reduced apparent moisture content and the dispersed fiber are pneumatically fed through the transportation hose. The method of transporting earth and sand is characterized by: Furthermore, the present invention is a method of transporting earth and sand by sending air from an air pump into a transport hose, and stirring and mixing the transported earth and sand, a water absorbing material, a fiber group and a solidifying agent prior to the transportation of the earth and sand. , Thereafter characterized by air-pushing a water-absorbing material that has absorbed the water content of the earth and sand and the sand and sand with a reduced apparent water content and the dispersed fibers through a transfer hose,
It is a method of transporting earth and sand. Furthermore, the present invention is the method for transporting earth and sand, characterized in that the water-absorbing material described above is a highly water-absorbent resin. Further in the present invention, the above-mentioned fibers are processed fibers,
Alternatively, it is a method of transporting earth and sand characterized by being a mixture of processed fiber and vegetable fiber.

【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。
<B> Transport Facility FIG. 1 shows a conceptual diagram of the transport facility. Reference numeral 10 is a stirring tank,
It is equipped with a stirring blade 12 that is rotated by driving a motor 11. The stirring tank 10 can forcibly knead the earth and sand 20 charged by a belt conveyor, a shovel car, etc. and the water absorbing material 21. In addition, the mixing amount of the water absorbing material 21 is 2
By adjusting the opening / closing operation of the adjusting valve 22 according to the property of 0 and the water content, it is possible to appropriately adjust. Stirring tank 1
In the middle of the transfer hose 30 connected to the bottom of the compressor 0, a compressor 33 composed of an air pump 31 and a motor 32 is provided.
By inserting air into the transfer hose 30 through the compressor 33, the earth and sand 20 including the water absorbing material 21 drawn from the stirring tank 10 can be discharged from the spray nozzle 34 at the tip through the transfer hose 30. It is like this. 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 to improve the apparent viscosity and enable the hose to be transported, for example, in a known dry state. It is possible to use an inorganic water absorbing material such as clay powder, or a highly water absorbing resin having high water absorbing performance. As the water absorbing material 21, for example, inorganic materials such as verculite, zeolite, silica, perlite, various burnt ash, stone powder, etc. can be used. As the super absorbent polymer, for example, polyacrylate cross-linked product, hydrolyzate of starch / acrylonitrile graft copolymer, (meth)
Examples include acryloyloxyethyl trialkylammonium salt crosslinked products, (meth) acrylamidopropyltrialkylammonium salt crosslinked products, polyacrylamide-2-methylpyropansulfonate crosslinked products, and the like. As the water-absorbing material 21, other inorganic materials such as zeolite,
Silica, perlite, various roasted ash, etc. 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。
[Operation] Next, a method of transporting earth and sand will be described. <A> Addition of earth and sand and water absorbent material The earth and sand 20 and the water absorbent material 21 in proportion to the amount of earth and sand 20 introduced are respectively charged into the stirring tank 10 in which the stirring blades 12 rotate.

【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 agitation of earth and sand The water-absorbing material 21 that is agitated and mixed with the earth and sand 20 in the agitation tank 10 is the pore water existing between the earth particles constituting the earth and sand 20 and the water adhering to the surface of the earth particles. It 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 absorbent material 21 does not exhibit adhesiveness even when it absorbs water, there is no concern that the viscosity of the earth and sand is increased.

【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> Sediment Transport and Secondary Agitation When most of the water content of the soil 20 is absorbed by the water absorbing material 21 in the stirring tank 10, the compressor 32 is driven by the motor 32 and the transport hose is directed toward the spray nozzle 34. At the same time as supplying air to the inside of 30, the hopper at the bottom of the stirring tank 10 is opened.
Then, the earth and sand 20 containing the water absorbing material 21 that has been agitated and mixed in the agitation tank 10 is pulled out by the negative pressure generated in the transfer hose 30, and is further conveyed in the transfer hose 30 by the air supply force of the compressor 33. It During transportation, the earth and sand 20 are mixed again with the water absorbing material 21 in the conveyance hose 30 by stirring and mixing.
The apparent water content of is further reduced. Since the earth and sand 20 changes into a substantially dry state as the water content decreases, the air is conveyed without closing the conveyance 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. Since the discharged water absorbing material 21 contains water, it finally functions as a water retaining agent for the earth and sand 20. When the soil 20 transported by air is heavily scattered due to drying, it may be discharged while adding water at the tip of the spray nozzle 34.

【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] In the above, the embodiment in which only the earth and sand 20 is conveyed is described, but the earth and sand 20 may be mixed with a vegetable fiber which is a soil improving material. It is desirable to use bark compost or peat moss as the vegetable fiber. Further, the soil 20 may be a processed fiber or a mixture of a processed fiber and a plant fiber.
As the processed fiber, an acrylic fiber having a length of about 5 to 50 mm and a fineness of 30 to 50 d can be used, and it is preferable to use bark compost or peat moss as the vegetable fiber. The processed fibers and plant fibers that can be mixed in the soil 20 are described in, for example, JP-A-58-11072.
It is disclosed in Japanese Patent Laid-Open No. 2 publication, and detailed description thereof will be 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 the soil 20 with plant fibers as a soil improving material, an appropriate solidifying agent may be mixed. The solidifying agent is mixed with the soil improving agent such as vegetable fiber in advance by air pressure feeding, or is mixed immediately before spraying the nozzle.

【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。
Fourth Embodiment The earth and sand 20 is not limited to silt-type or clay-type earth and sand, but includes all kinds of 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。
Since the present invention is as described above, the following effects can be obtained. <A> The water content of the earth and sand can be conveyed by air after stirring and mixing with the water absorbing material to reduce the water content of the earth and sand, and the water content of the earth and sand can be further reduced by agitating and mixing the water absorbing material and the earth and sand in the transfer hose. Therefore, it is possible to transport the earth and sand at low cost by avoiding blockage in the transport hose. <B> Up until now, it has been impossible to carry out air transfer of earth and sand containing a large amount of silt and clay, but in the present invention, this kind of earth and sand can be transferred by air. Therefore, unused construction materials such as sand and construction soil can be effectively used.

【図面の簡単な説明】[Brief description of 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 of 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 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Yuji Nakano 4-2-35 Kudankita 4-chome, Chiyoda-ku, Tokyo Light Industry Co., Ltd.

Claims (5)

【特許請求の範囲】[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 of transporting earth and sand by feeding air from one direction into a transport hose, wherein the transported earth and sand and the water absorbing material are agitated and mixed prior to the transportation of the earth and sand, and then the water content of the earth and sand is changed. A method of transporting earth and sand, characterized in that the water-absorbing material that has absorbed water and the earth and sand with a lower apparent water content are pneumatically fed through a transport 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 of transporting earth and sand by sending air from an air pump into a transport hose, wherein the transported earth and sand, the water absorbing material, and the fiber group are stirred and mixed prior to the transportation of the earth and sand, and then the earth and sand. A method for transporting earth and sand, characterized in that the water-absorbing material that has absorbed the water, the earth and sand with an apparently reduced water content, and the dispersed fibers are air-fed through a conveying 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 of transporting earth and sand by sending air from an air pump into a transport hose, wherein the transported earth and sand, a water absorbing material, a fiber group and a solidifying agent are stirred and mixed prior to the transportation of the earth and sand. After that, a water-absorbing material that absorbs the water content of the earth and sand, earth and sand with an apparently reduced water content, and dispersed fibers are pneumatically fed through a conveying hose, and the earth-and-sand conveying method.
【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 of transporting earth and sand according to claim 1, wherein the water absorbing material is a highly water absorbent 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 for transporting earth and sand 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 true JPH0971968A (en) 1997-03-18
JP2998063B2 JP2998063B2 (en) 2000-01-11

Family

ID=17182114

Family Applications (1)

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

Country Status (1)

Country Link
JP (1) JP2998063B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008050750A (en) * 2006-08-22 2008-03-06 Nittoc Constr Co Ltd Topsoil collection and transport method and topsoil improvement machine
JP2019027162A (en) * 2017-07-31 2019-02-21 鹿島建設株式会社 Transport method and transport device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008050750A (en) * 2006-08-22 2008-03-06 Nittoc Constr Co Ltd Topsoil collection and transport method and topsoil improvement machine
JP2019027162A (en) * 2017-07-31 2019-02-21 鹿島建設株式会社 Transport method and transport device

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