JPH0790833A - Recycled clay construction method - Google Patents

Recycled clay construction method

Info

Publication number
JPH0790833A
JPH0790833A JP24148393A JP24148393A JPH0790833A JP H0790833 A JPH0790833 A JP H0790833A JP 24148393 A JP24148393 A JP 24148393A JP 24148393 A JP24148393 A JP 24148393A JP H0790833 A JPH0790833 A JP H0790833A
Authority
JP
Japan
Prior art keywords
soil
site
grain size
work
ballpark
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
JP24148393A
Other languages
Japanese (ja)
Other versions
JP3419846B2 (en
Inventor
Yoshitomo Minoura
由朋 箕浦
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.)
RAITO GIKEN KK
SANKYO SANGYO KK
SANWA KENSHIYOU KK
SUMITOMO ZOUEN KAIHATSU KK
YAMADAGUMI KK
Seikoh Giken Co Ltd
Original Assignee
RAITO GIKEN KK
SANKYO SANGYO KK
SANWA KENSHIYOU KK
SUMITOMO ZOUEN KAIHATSU KK
YAMADAGUMI KK
Seikoh Giken 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 RAITO GIKEN KK, SANKYO SANGYO KK, SANWA KENSHIYOU KK, SUMITOMO ZOUEN KAIHATSU KK, YAMADAGUMI KK, Seikoh Giken Co Ltd filed Critical RAITO GIKEN KK
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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Landscapes

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

Abstract

PURPOSE:To attempt environmental protection and effective use of resources. CONSTITUTION:By using a cultivator, grading of topsoil within a lot of a ballpark 10 is carried out. Thereafter, by using a gravel removing selecting machine, assortment of sediment of the ballpark 10 is carried out. Assortment work is carried out for each of blocks 12, 14 and others, and the sediment excavated from the blocks 12, 14 and others is assorted in three steps for each grain size. Soil in a range of the grain size of the sediment of 5mm to less than 50mm and soil in a range of the grain size of the sediment of 0mm to less than 5mm are separately moved to adjacent vacant blocks. Thereafter, after backfilling soil the grain size of which is large at the site, soil the grain size of which is small is backfilled. The assortment work is sequentially carried out for each block, and after the assortment work of the overall lot of the ballpark 10, the topsoil of the ballpark 10 consisting of soil is graded so as to provide grade set for each of the blocks. Consequently, it is possible to restrain the amount of surplus soil to take out and the amount of gravel for a foundation and soil for the topsoil to bring in minimum and to carry out developing work in the same or an adjacent lot.

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、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。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a recycled clay construction method for constructing a playground, farmland and the like.

【0002】[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。
2. Description of the Related Art Conventionally, in order to construct a playground, farmland, etc., the site has been excavated and residual soil has been treated. It is spread and grounded by a bulldozer. At that time, the residual soil is transported from the site to another place, the residual soil is disposed of, and the gravel and surface soil with a uniform particle size are brought in from outside the site.

【0003】[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。
However, in the above method, in order to carry out the residual soil, or to bring in the gravel and the surface soil having a uniform particle size, it is necessary to rely on truck transportation, etc. This may lead to an increase and eventually to environmental damage. Even if gravel and topsoil with a uniform grain size are brought in from the outside, these gravel and soil use natural resources, so there is a shortage of good quality gravel and soil as in recent years. Below, the cost is high.

【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。
In consideration of the above facts, the present invention provides environmental protection,
It is an object of the present invention to provide a recycled clay construction method that can effectively use resources or reduce construction costs.

【0005】[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。
The reclaimed clay construction method according to the present invention comprises a earthmoving step of digging up the soil in the site to be constructed and loosening the hard surface soil of the site, and the earthmoving step, followed by removing soil from the site. Excavation, a sorting step of sorting the soil by particle size, and a backfilling step of backfilling the excavated holes for each of the sorted soils, following the sorting step,
It is characterized by having.

【0006】[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。
According to the recycled clay construction method of the present invention, first,
In the earthmoving process, the surface is dug up over the entire site with a cultivator to loosen the hard topsoil. next,
In the separation process, the excavation means excavates soil from the site,
The soil is sorted by particle size by a sorting means. next,
In the backfilling process, the sorted soil is backfilled into the excavated holes for each grain size.

【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。
[0007] As a result, it is possible to minimize the carry-out of the residual soil, the carry-in of the gravel for the base, the soil for the surface layer, and the like, and the construction work can be performed on the same site or in a small adjacent land. Therefore, it is possible to prevent environmental damage and waste of resources due to the construction work.

【0008】[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。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 shows a baseball field 10 constructed by utilizing the recycled clay construction method according to the present invention. The site of the baseball field 10 is provided with a slope for drainage of rainwater and the like (in FIG. 1, the direction of arrow A is shown as a downward slope direction). Also, the baseball field 10 is divided into a large number of sections such as triangular sections 12, 14 ... In plan view at the designing stage of construction, and the gradient direction and inclination angle are set for each section. This is the configuration. In addition, in the present embodiment, the entire site of the baseball field 10 is divided into 16 sections, but in reality, it can be divided according to the area of the site, and each section is not limited to a triangular shape as shown in the drawing, but a quadrangle. Polygons and other shapes can be applied. Further, the drawing of each section may be done only on the design drawing, or may be actually drawn on the surface of the site of the baseball field 10.

【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。
Next, the ground leveling procedure of the baseball field 10 by the recycled clay method according to the present invention will be described.

【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)。
First, a cultivator 20 as shown in FIG.
Is used to level the site surface over the entire baseball field 10. The cultivator 20 has a frame-shaped frame 24 attached to the rear portion of the traveling device 22. On the frame 24, a plurality of tips 26 are installed at predetermined intervals (nine in this embodiment).

【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、その先端が表土を堀り起こし、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、従来のユン
ボ等の掘削機では、単に表土を堀り起こすだけで、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。
The cultivator 20 having the above structure is used in the baseball field 10.
When traveling at a relatively high speed in the site, the tip of the tip metal 26 abuts the surface soil of the site, the tip excavates the top soil, and the tip metal 26 vibrates the hard surface soil in reaction and the vibration Crush a solid soil mass. As described above, in the conventional excavator such as Yumbo, it was not possible to crush the soil mass simply by excavating the topsoil, whereas according to the cultivator 20 having the above configuration, the site of the baseball field 10 The hard surface soil in the inner surface layer can be unraveled relatively easily. In addition, this facilitates the transition to the sorting operation of the next process.

【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。
Next, the work of separating the soil in the baseball field 10 is carried out by using the gravel removing machine 30 as shown in FIG. In this debris crusher 30, a tubular 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 and the bottom of the bucket 36 are formed in a mesh shape so that the sand having a predetermined diameter or less can pass therethrough, and an excavator 38 for scooping the sand is provided near the opening of the bucket 36. Has been. Decontamination machine 30
According to the above, the arm 34 is driven by a driving device (not shown), the shovel 38 is pushed to the ground to excavate the earth and sand,
The soil is put in the bucket 36. Then, while rotating the bucket 36 by a drive motor (not shown), the soil in the bucket 36 is separated. It should be noted that this pebbles and sanding machine 3
Not limited to 0, an auger or the like for crushing earth and sand may be provided, and an apparatus capable of crushing earth and sand may be used.

【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。
This sorting work is carried out for each section shown in FIG. 1, and the earth and sand excavated from the site within the section are sorted into three stages by particle size by using the debris sander 30 having the above construction. That is, as shown in FIG. 4 (A), the earth and sand excavated from the section 12 are soil 40 having a particle size of 5 mm to less than 50 mm and 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 sorted and placed in the adjacent compartments such as the compartment 14 and 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 diameter of 50 mm or more is carried out of the site of the baseball field 10. Alternatively, this soil 41 is crushed by a crusher or the like, and the soil 40 or 4 of less than 50 mm is crushed.
If used together with 2, it will promote effective use of resources and
It is possible to minimize the carry-out items outside the site. Next, as shown in FIG. 4C, the soil 42 having a small particle size is replaced with the soil 40.
When the soil 42 is filled up with a gradient of a predetermined size on the soil 42 and the grading of the section 12 is completed, the next section 14 and the like are subjected to the same procedure as described above as shown in FIG. 4 (D). Landslide one by one. In addition, anything other than gravel, that is, 50 mm
The above-mentioned foreign matters such as stones, concrete debris, roof tile fragments and glass fragments are carried out of the premises of the baseball field 10. This amount is usually 10% or less of the earth and sand on the site. Further, the same amount of supplementary material may be carried in depending on the amount of foreign matter carried out.

【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。
The sorting work is performed for each section shown in FIG. 1, but the present invention is not limited to this. After the backfilling work for the entire site of the baseball field 10 is completed, the slope set for each section is set. The surface layer of the baseball stadium 10 made of the soil 42 may be leveled so as to provide the ground.

【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。
.. are arranged in series from one end to the other end of the ground leveling site, that is,
When the ground leveling place is vertically divided into small sections, the ground leveling procedure of FIG. 5 can be applied. In this case, as shown in FIG. 5 (A), earth and sand are excavated from the section 12, and the earth and sand are sifted into the soil 40 having a large particle size and the soil 42 having a small particle size, and then the section farthest from the section 12. Soil 42 is once placed on 18. Then, as shown in FIG. 5B, the soil 40 is backfilled in the excavation hole of the section 12. Next, as shown in FIG. 5 (C), earth and sand are excavated from the section 14, and the earth and sand are sifted into the soil 40 having a large particle diameter and the soil 42 having a small particle diameter. The soil 40 is backfilled in the excavation hole of the section 14. As shown in FIG.
The sieving work and backfilling work are sequentially advanced to the sections 15 and 16, the soil is leveled for each section, and the soil 42 that has been screened from the section 12 and temporarily placed on the section 18 is backfilled into the section 16. In this section 18, the earth and sand are finally excavated and the soil and sand are sifted into the soil 40 and the soil 42 and the soil 40 is backfilled in the excavation hole of the compartment 12, and then the soil 42 is replaced with this soil 4
The soil 42 may be backfilled with 0, and a gradient of a predetermined size may be provided on the soil 42. The section 18 is the section 1
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.

【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。
On the other hand, if the adjacent land is a vacant land, the adjacent land 62
When the soil 42 can be temporarily placed on the soil, as shown in FIG. 6 (A), the soil 40 excavated from the compartment 12 having a large particle diameter is moved to the adjacent compartment 14 and the soil The soil 42 having a small diameter is once moved to the adjacent land 62. As shown in FIG. 6B, after the sieving work of the section 12 is finished,
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 site of the baseball field 10 is completed, as shown in FIG. 6 (D), the soil 42 having a small particle size is spread over the entire site of the baseball field 10. Backfill and level the surface of the baseball field 10.

【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。
For leveling the surface layer of the baseball field 10, a bulldozer with a sensor can be used. Baseball field 1
The sensor installed on the earthwork plate of the bulldozer catches the signal and laser light (horizontal or parallel to the intended gradient) from the oscillator installed around 0, and controls the height of the lower end of the earthwork plate. To do. As a result, the height of the earthwork plate is maintained at the preset slope height, and therefore it becomes possible to perform slope leveling simply by running the bulldozer.

【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。
As described above, according to the recycled clay method,
It is possible to carry out reclamation work on the same or adjacent premises by minimizing the carry-out of residual soil, the carry-in of gravel for the foundation and the soil for the surface layer. Therefore, it is possible to prevent environmental destruction and waste of resources due to the construction work, and it is possible to shorten the construction period.

【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。
In the above embodiment, the construction of the baseball field 10 has been described, but the present invention is not limited to this, and if the construction of a site such as an agricultural land or a gateball field is required, the recycled clay construction method according to the present invention is applied. be able to. Further, in the above-described embodiment, the soil 40 having a large particle size is first backfilled and the soil 42 having a small particle size is backfilled on the soil 40, but the present invention is not limited to this, and for example, a filtration layer is formed. In such a case, soil with a small particle size may be backfilled below, and soil with a large particle size may be backfilled thereon.

【0020】[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。
As described above, the recycled clay construction method according to the present invention excavates the soil in the site to loosen the hard topsoil, excavates the soil from the site, and sorts the soil by particle size,
Since the separated soil is backfilled in the excavated holes, it is possible to conserve the environment, effectively use resources, and reduce construction costs.

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

【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。
FIG. 1 is a plan view showing a baseball field constructed by utilizing a recycled clay construction method according to the present invention.

【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。
FIG. 2 is a perspective view showing a cultivator for leveling the ground surface of a baseball field.

【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。
FIG. 3 is a perspective view showing a gravel removing machine for performing a sieving work of earth and sand in a baseball field.

【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。
4A to 4D are vertical cross-sectional views for explaining each step of the recycled clay construction method according to the present invention.

【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。
5A to 5D are vertical cross-sectional views for explaining each step of the recycled clay construction method according to the present invention.

【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。
6A to 6D are vertical cross-sectional views for explaining each step of the recycled clay construction method according to the present invention.

【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[Explanation of Codes] 10 Baseball Field 12 Sections 14 Sections 15 Sections 16 Sections 18 Sections 40 Soil with Particle Size of 5 mm to Less than 50 mm 41 Soil with Particle Size of 50 mm or More 42 Soil with Particle Size of 0 mm to less than 5 mm 42

───────────────────────────────────────────────────── フロントページの続き (71)出願人 593179749 ライト技建株式会社 静岡県浜松市若林町2214番地の3 (71)出願人 593179750 静岡体育施設株式会社 静岡県浜松市高丘町900番地の33 (71)出願人 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 ─────────────────────────────────────────────────── ─── Continuation of the front page (71) Applicant 593179749 Light Giken Co., Ltd. 2214, Wakabayashi-cho, Hamamatsu-shi, Shizuoka Prefecture 3 (71) Applicant 593179750 Shizuoka Sports Facility Co., Ltd. 33, 900, Takaoka-cho, Hamamatsu-shi, Shizuoka Prefecture ( 71) Applicant 593179761 Sanwa Kensho Co., Ltd. Shizuoka City Shizuoka City Distribution Center 12-7 (72) Inventor Minoura Yuho 12 898 Takaoka-cho, Hamamatsu City, Shizuoka Prefecture

Claims (1)

【特許請求の範囲】[Claims] 【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。
1. A earthmoving step of excavating soil in a site for construction to loosen hard surface soil of the site, and excavating soil from the site after the earthmoving step,
A reclaimed clay construction method comprising: a sorting step of sorting the soil by particle size; and a backfilling step of backfilling the excavated holes in each of the sorted soils, following 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 true JPH0790833A (en) 1995-04-04
JP3419846B2 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)

Also Published As

Publication number Publication date
JP3419846B2 (en) 2003-06-23

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