JP3419846B2 - Recycled clay method - Google Patents

Recycled clay method

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Publication number
JP3419846B2
JP3419846B2 JP24148393A JP24148393A JP3419846B2 JP 3419846 B2 JP3419846 B2 JP 3419846B2 JP 24148393 A JP24148393 A JP 24148393A JP 24148393 A JP24148393 A JP 24148393A JP 3419846 B2 JP3419846 B2 JP 3419846B2
Authority
JP
Japan
Prior art keywords
soil
section
site
particle size
clay method
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 - Fee Related
Application number
JP24148393A
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Japanese (ja)
Other versions
JPH0790833A (en
Inventor
由朋 箕浦
Original Assignee
三協産業株式会社
株式会社山田組
株式会社セイコー技研
大村造園建設株式会社
ライト技建株式会社
静岡体育施設株式会社
三和建商株式会社
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Application filed by 三協産業株式会社, 株式会社山田組, 株式会社セイコー技研, 大村造園建設株式会社, ライト技建株式会社, 静岡体育施設株式会社, 三和建商株式会社 filed Critical 三協産業株式会社
Priority to JP24148393A priority Critical patent/JP3419846B2/en
Publication of JPH0790833A publication Critical patent/JPH0790833A/en
Application granted granted Critical
Publication of JP3419846B2 publication Critical patent/JP3419846B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Cultivation Of Plants (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Description

【発明の詳細な説明】 【0001】 【産業上の利用分野】本発明は、運動場や農地等を造成
するための再生クレイ工法に関する。 【0002】 【従来の技術】従来、運動場や農地等を造成するため
に、敷地を掘削し、残土処理を行ってから、まず、基盤
となる礫層を埋め戻し、その上に粒径が揃った表土を敷
き詰めて、ブルドーザ等によって地ならししている。そ
の際、敷地から残土を別の場所に搬送し、そこで残土を
処分し、また、礫や粒径が揃った表土を敷地の外から搬
入している。 【0003】 【発明が解決しようとする課題】しかしながら、上記方
法では、残土の搬出、又は礫及び粒径が揃った表土の搬
入のため、トラック輸送等に頼らなければならず、当該
敷地近傍の交通量の増大を招き、ひいては環境破壊に繋
がるおそれがある。また、礫や粒径が揃った表土を外部
から搬入するにしても、これらの礫や土は天然資源を利
用するものであるから、最近のように良質の礫や土が不
足している状況の下では、コスト高を招いている。 【0004】本発明は上記事実を考慮して、環境保全、
資源の有効利用あるいは工費の節減を図ることができる
再生クレイ工法を提供することを目的としている。 【0005】 【課題を解決するための手段】本発明に係る再生クレイ
工法は、造成するための敷地内の土を掘り起こし該敷地
の固い表土をほぐす地ならし工程と、前記地ならし工程
に次いで、前記敷地から土を掘削し、その土を粒径ごと
に分別する分別工程と、前記分別工程に次いで、前記分
別した土ごとに掘削した孔へ埋め戻す埋め戻し工程と、
を有することを特徴としている。 【0006】 【作用】本発明に係る再生クレイ工法によれば、まず、
地ならし工程では、カルチベータ等によって敷地の全域
に亘って表面を掘り起こし、固い表土をほぐす。次に、
分別工程では、掘削手段によって敷地から土を掘削し、
分別手段によってその土を粒径ごとに分別する。次に、
埋め戻し工程では、分別した土を各粒径ごとに掘削した
孔へ埋め戻す。 【0007】これによって、残土等の搬出、基盤用の礫
や表層用の土等の搬入を最小限に抑え、同一敷地内、あ
るいは狭小な隣地内で造成作業を行うことができる。従
って、造成作業に伴う環境破壊や資源の無駄遣いを防ぐ
ことができる。 【0008】 【実施例】図1には、本発明に係る再生クレイ工法を利
用して造成する野球場10が示されている。この野球場
10の敷地は、雨水等の排水のための勾配が設けられて
いる(図1では、矢印A方向が下り傾斜方向として示さ
れている。)。また、野球場10は、造成の設計段階
で、平面視にて三角形状の区画12、14・・・のよう
に多数の区画に区分し、各区画ごとに上記勾配の方向及
び傾斜角度を設定する構成である。なお、本実施例で
は、野球場10の敷地全体を16の区画に区分している
が、実際には、敷地面積に応じて区分でき、各区画も図
示のように三角形状に限らず、四角形等の多角形や他の
形状が適用できる。また、各区画の線引きは、設計図面
上のみでも構わないし、上記野球場10の敷地表面へ実
際に線引きしても構わない。 【0009】次に、本発明に係る再生クレイ工法による
野球場10の整地手順について説明する。 【0010】まず、図2に示すようなカルチベータ20
を用いて野球場10の全域に亘って敷地表面の地ならし
を行う。このカルチベータ20は、走行装置22の後部
に枠状のフレーム24が取り付けられている。このフレ
ーム24には、所定の間隔を置いて複数本の先金26が
設置されている(本実施例では9本)。 【0011】上記構成のカルチベータ20が野球場10
の敷地内を比較的高速で走行すると、先金26の先端が
敷地の表土に当接し、その先端が表土を掘り起こし、こ
の先金26が反動で固い表土に振動を与えると共に、そ
の振動で固い土塊を破砕する。このように、従来の堀
機では、単に表土を掘り起こすだけで、土塊を細かく砕
くことができなかったのに対し、上記構成のカルチベー
タ20によれば、野球場10の敷地内の表層部の固い表
土を比較的簡単にほぐすことができる。また、これによ
って、次工程の分別作業への移行が容易になる。 【0012】次いで、図3に示すような除礫撰機30を
用いて野球場10の土砂の分別作業を行う。この除礫撰
機30は、走行装置32の進行方向前部に設けられたア
ーム34の先端に筒状のバケット36が設置されてい
る。このバケット36の周壁部と底部は、メッシュ状に
形成されて所定径以下の土砂を通過させるようになって
おり、また、バケット36の開口部近傍には、土砂を掬
うためのショベル38が設けられている。除礫撰機30
によれば、図示しない駆動装置によってアーム34が駆
動して、ショベル38を地面に突き立て土砂を掘削し、
その土砂をバケット36に入れる。次いで、このバケッ
ト36を図示しない駆動モータで回転させながら、バケ
ット36内の土砂の分別を行う。なお、この除礫撰機3
0に限らず、土砂を破砕するためのオーガー等が設けら
れ、土砂を破砕可能な装置を用いてもよい。 【0013】この分別作業は、図1に示す各区画ごとに
行い、その区画内の敷地から掘削した土砂を上記構成の
除礫撰機30を用いて粒径ごとに3段階に分別する。す
なわち、図4(A)に示すように、区画12から掘削し
た土砂を、土砂の粒径が5mmから50mm未満の範囲
の土40、粒径が0mmから5mm未満の範囲の土4
2、及び粒径が50mm以上の土41に分別し、それぞ
れ区画14等の隣の区画に配置する。次いで、図4
(B)に示すように粒径が大きい土40を区画12の掘
削孔内に埋め戻す。粒径が50mm以上の土41は、野
球場10の敷地外へ搬出する。あるいは、この土41を
破砕機等によって破砕し、50mm未満の土40又は4
2と一緒に使用すれば、資源の有効利用を図ると共に、
敷地外への搬出物を最小限に抑えることができる。次に
図4(C)に示すように、粒径が小さい土42を土40
上へと埋め戻すと共に土42上に予め定められた大きさ
の勾配を付し区画12の整地を終了し、図4(D)に示
すように、次の区画14等を上記と同様手順によって順
次整地する。なお、砂礫以外もの、すなわち、50mm
以上の石、コンクリートガラ、瓦の破片及びガラス片等
の異物は、野球場10の敷地外へ搬出する。この搬出量
は、通常敷地内の土砂の10%以下である。また、異物
の搬出量によっては、同量の補足材を搬入してもよい。 【0014】また、上記分別作業は図1に示す各区画ご
とに行っていたが、これに限らず、野球場10の敷地全
体の埋め戻し作業が完了した後、各区画ごとに設定され
た勾配を設けるように土42から成る野球場10の表層
を整地してもよい。 【0015】また、区画12、14・・・が整地場所の
一端から他端へ直列に配置されている場合、すなわち、
整地場所が小区画に縦割りされている場合には、図5の
整地手順が適用できる。この場合には、図5(A)に示
すように、区画12から土砂を掘削し、その土砂を粒径
が大きい土40と粒径が小さい土42にふるい分けてか
ら、区画12から最も遠い区画18の上に土42を一旦
載置する。次いで、図5(B)に示すように、土40を
区画12の掘削孔内に埋め戻す。次に、図5(C)に示
すように、区画14から土砂を掘削し、その土砂を粒径
が大きい土40と粒径が小さい土42にふるい分け、土
42は区画12の土40の上へ埋め戻し、土40は区画
14の掘削孔内に埋め戻す。図5(D)に示すように、
順次区画15、16へとふるい分け作業と埋め戻し作業
を進め、各区画ごとに整地し、区画12からふるい分け
て区画18上に仮載置してあった土42は、区画16内
へ埋め戻す。なお、この区画18では、最後に掘り起こ
してその土砂を土40と土42にふるい分け土40を区
画12の掘削孔内に埋め戻し、次いで土42をこの土4
0上へと埋め戻すと共に土42上に予め定められた大き
さの勾配を付してもよい。また、区画18は、区画1
2、14、15、16の作業用として使用してもよく、
この場合は、区画12の土42を仮載置可能であれば、
その面積は小さくてもよい。 【0016】一方、隣が空き地である場合等、隣地62
に土42を一時的に載置可能な場合には、図6(A)に
示すように、区画12から掘削した土砂のうち粒径が大
きい土40は、隣の区画14に移動させ、粒径が小さい
土42は、隣地62に一旦移動させる。図6(B)に示
すように、区画12のふるい分け作業が終わってから、
粒径が大きい土40のみ区画12の掘削孔内に埋め戻
す。次いで、図6(C)に示すように、野球場10の敷
地全体のふるい分け作業が終わってから、図6(D)に
示すように、粒径が小さい土42を野球場10の敷地全
体に埋め戻し、野球場10の表層を整地する。 【0017】なお、野球場10の表層部の整地は、セン
サ付きのブルドーザを使用することができる。野球場1
0の周囲に設けられた発振器からの信号やレーザ光(水
平又は目的とする勾配と平行に傾いている)をブルドー
ザの土工板に設けられたセンサがキャッチし、土工板下
端の高さを制御する。これによって、土工板の高さが予
め設定された勾配高さに維持されるので、単にブルドー
ザを走行させるのみで勾配整地が可能になる。 【0018】このように上記再生クレイ工法によれば、
残土等の搬出、基盤用の礫や表層用の土等の搬入を最小
限に抑え、同一又は隣接の敷地内で造成作業を行うこと
ができる。従って、造成作業に伴う環境破壊や資源の無
駄遣いを防ぐことができると共に、工期の短縮を図るこ
とができる。 【0019】なお、上記実施例では、野球場10の造成
について説明したが、これに限らず、農地やゲートボー
ル場等敷地の造成が必要な場合であれば本発明に係る再
生クレイ工法を適用することができる。また、上記実施
例では、粒径が大きい土40を先に埋め戻し、粒径が小
さい土42をこの土40の上に埋め戻すことにしていた
が、これに限らず、例えばろ過層を造成する場合等、粒
径が小さい土を下に埋め戻し、粒径が大きい土をその上
に埋め戻しても構わない。 【0020】 【発明の効果】以上説明したように、本発明に係る再生
クレイ工法は、敷地内の土を掘り起こし固い表土をほぐ
し、敷地から土を掘削し、その土を粒径ごとに分別し、
分別した土ごとに掘削した孔へ埋め戻すので、環境保
全、資源の有効利用あるいは工費の節減を図ることがで
きる。
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reclaimed clay method for creating an athletic field, agricultural land, and the like. 2. Description of the Related Art Conventionally, in order to create an athletic field, agricultural land, and the like, a site is excavated and the remaining soil is treated, first, a gravel layer serving as a base is backfilled, and the particle size is uniformed thereon. The topsoil is laid down and leveled with bulldozers. At that time, the surplus soil is transported from the site to another location, where the surplus soil is disposed of, and topsoil with uniform gravel and particle size is carried in from outside the site. [0003] However, in the above method, it is necessary to rely on truck transport or the like to carry out the remaining soil or to bring in the topsoil having a uniform size of gravels and particles. It may lead to an increase in traffic volume, which may lead to environmental destruction. In addition, even if the topsoil with a uniform size of gravel is brought in from the outside, these gravel and soil use natural resources, so there is a shortage of good-quality gravel and soil as recently. Below, the cost is high. The present invention has been made in consideration of the above facts, and
It is an object of the present invention to provide a recycled clay method capable of effectively utilizing resources or reducing construction costs. [0005] A reclaimed clay method according to the present invention comprises a leveling step of digging up soil in a site to be laid and loosening the hard topsoil of the site, and following the leveling step, Excavating soil from the, the separation step of separating the soil by particle size, and, following the separation step, a backfilling step of backfilling the holes drilled for each of the separated soil,
It is characterized by having. According to the recycled clay method of the present invention, first,
In the leveling process, a cultivator is used to excavate the surface of the entire site to loosen hard topsoil. next,
In the separation process, soil is excavated from the site using excavation means,
The soil is separated for each particle size by a separation means. next,
In the backfilling step, the separated soil is backfilled into holes drilled for each particle size. [0007] Thus, it is possible to minimize the carry-out of the residual soil and the like and the carry-in of the gravel for the base and the soil for the surface layer, etc., and it is possible to carry out the land preparation work in the same site or in a narrow adjacent land. Therefore, it is possible to prevent environmental destruction and waste of resources due to the construction work. FIG. 1 shows a baseball stadium 10 constructed using the recycled clay method according to the present invention. The site of the baseball stadium 10 is provided with a slope for drainage of rainwater or the like (in FIG. 1, the direction of arrow A is shown as a downward slope direction). Also, the baseball stadium 10 is divided into a number of sections such as triangular sections 12, 14,... In plan view at the design stage of development, and the direction and angle of the gradient are set for each section. It is a configuration to do. In the present embodiment, the entire site of the baseball stadium 10 is divided into 16 sections. However, in practice, the section can be divided according to the area of the site, and each section is not limited to a triangular shape as shown in FIG. And other shapes can be applied. The drawing of each section may be performed only on the design drawing, or may be actually drawn on the surface of the baseball stadium 10. Next, a procedure for leveling the baseball stadium 10 by the recycled clay method according to the present invention will be described. First, a cultivator 20 as shown in FIG.
The ground level of the ground surface is performed over the entire area of the baseball stadium 10 by using. The cultivator 20 has a frame-shaped frame 24 attached to a rear portion of the traveling device 22. The frame 24 is provided with a plurality of tips 26 at predetermined intervals (9 in this embodiment). [0011] The cultivator 20 having the above structure is used as the baseball stadium 10.
When traveling at relatively high speed on the site, the tip of the tip metal 26 abuts the topsoil of the site, and the tip digs up the topsoil. Crush. Thus, in the conventional moat shaver, simply dig up topsoil, whereas it was not possible to comminuting clods, according to the arrangement of the row crop beta 20, the surface portion of the premises ballpark 10 Can be unraveled relatively easily. This also facilitates the transition to the next step of sorting. Next, the sedimentation of the baseball stadium 10 is performed using a debris sorter 30 as shown in FIG. In the rubble removing machine 30, a cylindrical bucket 36 is installed at the tip of an arm 34 provided at the front of the traveling device 32 in the traveling direction. The peripheral wall portion and the bottom portion of the bucket 36 are formed in a mesh shape so as to allow earth and sand having a predetermined diameter or less to pass therethrough, and a shovel 38 for scooping earth and sand is provided near the opening of the bucket 36. Have been. Debris selection machine 30
According to the above, the arm 34 is driven by a driving device (not shown) to push the shovel 38 to the ground to excavate the earth and sand,
The earth and sand is put into the bucket 36. Next, while the bucket 36 is rotated by a drive motor (not shown), sediment in the bucket 36 is separated. In addition, this debris selection machine 3
Not limited to 0, an auger or the like for crushing the earth and sand may be provided, and a device capable of crushing the earth and sand may be used. This sorting operation is performed for each section shown in FIG. 1, and the earth and sand excavated from the site in the section is sorted into three stages for each particle size using the debris sorting machine 30 having the above configuration. That is, as shown in FIG. 4A, the soil 40 excavated from the section 12 is divided into the soil 40 having a particle size of 5 mm to less than 50 mm and the soil 4 having a particle size of 0 mm to less than 5 mm.
2, and the soil 41 having a particle size of 50 mm or more is placed in the adjacent section such as the section 14 or the like. Then, FIG.
As shown in (B), the soil 40 having a large particle size is backfilled in the excavation hole of the section 12. The soil 41 having a particle size of 50 mm or more is carried out of the baseball stadium 10. Alternatively, the soil 41 is crushed by a crusher or the like, and the soil 40 or 4 having a size of less than 50 mm is crushed.
If used together with 2, the effective use of resources and
It is possible to minimize the amount of unloading materials outside the premises. Next, as shown in FIG.
At the same time, it is backfilled to the top and a predetermined gradient is applied to the soil 42 to finish the leveling of the section 12, and as shown in FIG. Level the ground sequentially. In addition, other than sand and gravel, that is, 50 mm
The above foreign substances such as stones, concrete rags, tile fragments and glass fragments are carried out of the baseball stadium 10. This carry-out amount is usually 10% or less of the earth and sand in the site. Further, the same amount of supplementary material may be carried in depending on the amount of foreign matter carried out. Further, the sorting operation is performed for each section shown in FIG. 1. However, the present invention is not limited to this. After the backfilling operation of the entire site of the baseball stadium 10 is completed, the slope set for each section is set. The surface layer of the baseball stadium 10 composed of the soil 42 may be leveled so as to provide the ground. Are arranged in series from one end of the leveling site to the other end, that is,
When the leveling site is vertically divided into small sections, the leveling procedure of FIG. 5 can be applied. In this case, as shown in FIG. 5A, earth and sand is excavated from the section 12 and the earth and sand is sieved into the soil 40 having a large grain size and the soil 42 having a small grain size. The soil 42 is temporarily placed on 18. Next, as shown in FIG. 5B, the soil 40 is buried in the excavation hole of the section 12. Next, as shown in FIG. 5C, earth and sand are excavated from the section 14 and the earth and sand are sieved into the soil 40 having a large grain size and the soil 42 having a small grain size. And the soil 40 is buried in the excavation hole of the section 14. As shown in FIG.
The sieving operation and the backfilling operation are sequentially performed on the sections 15 and 16, and the soil is temporarily laid on the section 18 by sieving from the section 12 and buried in the section 16. In this section 18, the soil is finally excavated and sieved into soil 40 and soil 42. The soil 40 is backfilled in the excavation hole of the section 12, and then the soil 42 is
Alternatively, the soil 42 may be backfilled with a gradient of a predetermined size on the soil 42. The section 18 is a section 1
It may be used for 2, 14, 15, 16 work,
In this case, if the soil 42 of the section 12 can be temporarily placed,
The area may be small. On the other hand, when the adjacent land is a vacant land, the adjacent land 62
In the case where the soil 42 can be temporarily placed on the ground, as shown in FIG. The soil 42 having a small diameter is temporarily moved to the adjacent land 62. As shown in FIG. 6B, after the sieving operation of the section 12 is completed,
Only the soil 40 having a large particle size is backfilled in the excavation hole of the section 12. Next, as shown in FIG. 6 (C), after the sieving work of the entire baseball stadium 10 is completed, as shown in FIG. Backfill and level the surface of baseball field 10. For leveling the surface layer of the baseball stadium 10, a bulldozer with a sensor can be used. Baseball field 1
A sensor provided on the earthwork board of the bulldozer catches a signal from an oscillator provided around 0 and a laser beam (horizontal or inclined in parallel with a target gradient) and controls the height of the lower end of the earthwork board. I do. As a result, the height of the earthwork board is maintained at the preset slope height, so that the slope leveling can be performed simply by running the bulldozer. As described above, according to the above-mentioned recycled clay method,
It is possible to minimize the removal of residual soil and the like, and the import of gravel for the foundation and soil for the surface layer. Therefore, it is possible to prevent environmental destruction and waste of resources due to the construction work, and shorten the construction period. In the above embodiment, the construction of the baseball stadium 10 has been described. However, the present invention is not limited to this, and the regeneration clay method according to the present invention is applied when the construction of a site such as a farmland or a gateball stadium is required. be able to. Further, in the above embodiment, the soil 40 having a large particle size is backfilled first, and the soil 42 having a small particle size is backfilled on the soil 40. However, the present invention is not limited to this. For example, the soil having a small particle size may be backfilled below, and the soil having a large particle size may be backfilled thereon. As described above, in the recycled clay method according to the present invention, the soil in the site is dug up to loosen the hard topsoil, the soil is excavated from the site, and the soil is separated for each particle size. ,
As the soil is separated and backfilled into the excavated holes, environmental conservation, effective use of resources, or reduction of construction costs can be achieved.

【図面の簡単な説明】 【図1】本発明に係る再生クレイ工法を利用して造成す
る野球場を示す平面図である。 【図2】野球場の敷地表面の地ならしを行うカルチベー
タを示す斜視図である。 【図3】野球場の土砂のふるい分け作業を行う除礫撰機
を示す斜視図である。 【図4】(A)乃至(D)は、本発明に係る再生クレイ
工法の各工程を説明するための縦断面図である。 【図5】(A)乃至(D)は、本発明に係る再生クレイ
工法の各工程を説明するための縦断面図である。 【図6】(A)乃至(D)は、本発明に係る再生クレイ
工法の各工程を説明するための縦断面図である。 【符号の説明】 10 野球場 12 区画 14 区画 15 区画 16 区画 18 区画 40 粒径が5mmから50mm未満の範囲の土 41 粒径が50mm以上の土 42 粒径が0mmから5mm未満の範囲の土
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a plan view showing a baseball stadium created by using a recycled clay method according to the present invention. FIG. 2 is a perspective view showing a cultivator for leveling a ground surface of a baseball field. FIG. 3 is a perspective view showing a debris sifter for performing a sieving operation of earth and sand in a baseball field. FIGS. 4A to 4D are longitudinal sectional views for explaining each step of the recycled clay method according to the present invention. FIGS. 5A to 5D are longitudinal sectional views for explaining each step of the recycled clay method according to the present invention. FIGS. 6A to 6D are longitudinal sectional views for explaining each step of the recycled clay method according to the present invention. [Description of Signs] 10 Baseball field 12 Section 14 Section 15 Section 16 Section 18 Section 40 Soil 41 having a particle size of 5 mm to less than 50 mm 41 Soil having a particle size of 50 mm or more 42 Soil having a particle size of 0 mm to less than 5 mm

───────────────────────────────────────────────────── フロントページの続き (73)特許権者 593179738 大村造園建設株式会社 静岡県浜松市三方原町1950番地 (73)特許権者 593179749 ライト技建株式会社 静岡県浜松市若林町2214番地の3 (73)特許権者 593179750 静岡体育施設株式会社 静岡県浜松市高丘西二丁目6番27号 (73)特許権者 593179761 三和建商株式会社 静岡県静岡市流通センター12番7号 (72)発明者 箕浦 由朋 静岡県浜松市高丘町898番地の12 (56)参考文献 特開 平5−255911(JP,A)   ────────────────────────────────────────────────── ─── Continuation of front page    (73) Patent holder 593179738               Omura Landscaping Construction Co., Ltd.               1950 Mikatahara-cho, Hamamatsu City, Shizuoka Prefecture (73) Patent holder 593179749               Light Giken Co., Ltd.               3 of 2214 Wakabayashi-cho, Hamamatsu-shi, Shizuoka (73) Patent holder 593179750               Shizuoka Sports Facility Co., Ltd.               6-27 Takaoka Nishi 2-chome, Hamamatsu City, Shizuoka Prefecture (73) Patent holder 593179761               Sanwa Kensho Co., Ltd.               Shizuoka City Shizuoka Distribution Center 12-7 (72) Inventor Yoshitomo Minoura               898 Takaokacho, Hamamatsu City, Shizuoka Prefecture                (56) References JP-A-5-255911 (JP, A)

Claims (1)

(57)【特許請求の範囲】 【請求項1】 造成するための敷地内の土を掘り起こし
該敷地の固い表土をほぐす地ならし工程と、 前記地ならし工程に次いで、前記敷地から土を掘削し、
その土を粒径ごとに分別する分別工程と、 前記分別工程に次いで、前記分別した土ごとに掘削した
孔へ埋め戻す埋め戻し工程と、 を有することを特徴とする再生クレイ工法。
(57) [Claims] [Claim 1] A ground leveling step of digging up soil in a site to be laid and loosening solid topsoil of the site, and excavating soil from the site following the leveling step;
A reclaimed clay method, comprising: a sorting step of sorting the soil for each particle size; and a backfilling step of filling the excavated hole for each of the sorted soils after the sorting step.
JP24148393A 1993-09-28 1993-09-28 Recycled clay method Expired - Fee Related JP3419846B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24148393A JP3419846B2 (en) 1993-09-28 1993-09-28 Recycled clay method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24148393A JP3419846B2 (en) 1993-09-28 1993-09-28 Recycled clay method

Publications (2)

Publication Number Publication Date
JPH0790833A JPH0790833A (en) 1995-04-04
JP3419846B2 true JP3419846B2 (en) 2003-06-23

Family

ID=17074989

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24148393A Expired - Fee Related JP3419846B2 (en) 1993-09-28 1993-09-28 Recycled clay method

Country Status (1)

Country Link
JP (1) JP3419846B2 (en)

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