JP3470977B2 - Landfill method using incinerated ash - Google Patents
Landfill method using incinerated ashInfo
- Publication number
- JP3470977B2 JP3470977B2 JP18025493A JP18025493A JP3470977B2 JP 3470977 B2 JP3470977 B2 JP 3470977B2 JP 18025493 A JP18025493 A JP 18025493A JP 18025493 A JP18025493 A JP 18025493A JP 3470977 B2 JP3470977 B2 JP 3470977B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- landfill
- incinerated ash
- site
- 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 - Fee Related
Links
Landscapes
- Processing Of Solid Wastes (AREA)
- Revetment (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Description
【発明の詳細な説明】
【0001】
【産業上の利用分野】本発明は焼却灰を用いた埋立工法
に係るものである。
【0002】
【従来の技術】都市ごみ等を焼却した後に発生する灰
は、ごく一部は溶融することで建材として利用されるこ
ともあるが、大部分は廃棄物として、しかるべき処分場
に投棄されている。
【0003】
【発明が解決しようとする課題】しかしながら、焼却灰
は大量に発生しており、処分場が不足しているのが現状
である。また灰には有害物質も含まれており、単に埋立
てただけでは、周辺環境を損なう惧れがある。更に灰は
扱いにくく、敷き均らしや転圧に手間がかかる。
【0004】更にまた埋立地は基礎地盤が軟弱なことが
多く、大きな地盤沈下が長期に亘って発生するため、速
やかに跡地利用を行うことが難しい。また埋立地の周辺
護岸工事の費用が嵩む。本発明は前記従来技術の有する
問題点に鑑みて提案されたもので、その目的とする処
は、大量の焼却灰をコンパクトに効率よく埋立処分がで
き、地盤沈下を抑制し、跡地利用が容易に行なわれ、埋
立地の周辺護岸工事の工費を節減しうる焼却灰を用いた
埋立工法を提供する点にある。
【0005】
【課題を解決するための手段】前記の目的を達成するた
め、本発明に係る焼却灰を用いた埋立方法によれば、水
上埋立予定地の周縁に沿って鋼管杭を打設して護岸を構
築することで、前記水上埋立予定地内の水面を締め切
り、焼却灰に水と少量のセメントを加えて混合したもの
に気泡を混入するとともに、同気泡の混入量を調整して
比重がほぼ1になるエアミルクを製造し、同エアミルク
を不透水性の袋に封入して同袋詰めのエアミルクを前記
水上埋立予定地内の水面に敷き並べ、積み重ねていって
埋立を行うものである。
【0006】
【作用】本発明によれば前記したように、水上埋立予定
地の周縁に沿って鋼管杭を打設することによって護岸を
構築してこの水上埋立予定地の水面を鋼管杭群で締め切
り、同鋼管杭群に囲まれた水面に、焼却灰に水と少量の
セメントを加えて混合したものに気泡を混入したエアミ
ルクを封入した不透水性の袋を敷き並べ、積み重ねるよ
うにしたので、前記焼却灰はセメントで固化され、なお
かつ不透水性の袋に入れられるために、焼却灰に含有さ
れた有害物質が溶出することがない。また前記エアミル
クは不透水性の袋の中で固化して、十分な強度を有する
地盤が造成される。
【0007】しかも前記エアミルクの比重は、湖水、河
川水、海水などの比重とほぼ等しいため、埋立による地
盤沈下が全く生じない。このため埋立完了後の用地利用
が速やかに行われる。
【0008】
【実施例】以下本発明を図示の実施例について説明す
る。水上埋立予定地の周縁に沿って鋼管杭1を打設し、
護岸を構築して、この水上埋立予定地内の水面を締め切
る(図1参照)。 なお、図示例において、水上埋立予定
地は海上埋立予定地であり、その水面は海面である。次
いで塩化ビニル等、不透水性の袋にエアミルクを封入し
た袋詰めエアミルク2を前記鋼管杭製護岸内の海面に並
べていくことで、それら袋詰めエアミルク2をこの水上
(海上)埋立予定地内の水面(海面)に敷き並べていく
(図2参照)。図中3は基礎地盤である。
【0009】次に前記エアミルクの配合例を挙げる
(イ) セメントの使用量
焼却灰の20%(重量比)
(ロ) 水の使用量
灰とセメントの合計重量の90%(重量比)
(ハ) 気泡の混入量
30%(体積比)
前記の配合で40°C、2日間の促進養生を実施したと
ころ、6kg/cm2の圧縮強度が得られた。
【0010】また比重は1.03であった。次いで前記
袋詰めエアミルク2を除々に積み重ねていき、(図3参
照)、下層の袋詰めエアミルク2を基礎地盤3に接し、
所定の高さに達するまで積み重ねて、埋立を完了する。
(図4参照)
而して前記エアミルクの比重はほぼ1であって海水に等
しく、従って埋立完了時に、基礎地盤3に作用する荷重
は、当初、海水によって作用していた水圧とほぼ等し
く、このため地盤沈下は全く発生しない。
【0011】
【発明の効果】本発明によれば前記したように、水上埋
立予定地の周縁に沿って鋼管杭を打設して構築した護岸
によってこの水上埋立予定地内の水面を締め切り、この
水上埋立予定地内の水面に、焼却灰に水と少量のセメン
トを加えて混合したものに比重がほぼ1になるように気
泡を混入したエアミルクを封入した不透水性の袋を敷き
並べ、積み重ねていって埋立を行うようにしたものであ
り、固化したエアミルクは十分な強度を有し、自立する
ため、周囲の鋼管杭に作用する土圧が小さくて済み、ま
た護岸には水密性を要せず、従って護岸工事のコストを
大幅に低減しうるものであり、また焼却灰は不透水性の
袋の中で固化するため、有害物質が溶出して周辺環境を
損なうことがない。
【0012】本発明によれば焼却灰を扱い易い形に変え
て埋立処分を容易にしうるものであり、また前記エアミ
ルクの比重は海水と等しいために地盤沈下が生じること
がなく、同エアミルクはポンプ圧送が可能であるため、
施工性が更に向上する。Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a landfill method using incinerated ash. [0002] Ash generated after incineration of municipal waste and the like is sometimes used as a building material by melting a small part of the ash. Has been dumped. [0003] However, incineration ash is generated in large quantities, and at present the disposal site is in short supply. Ash also contains harmful substances, and simply burying it may damage the surrounding environment. Furthermore, ash is difficult to handle, and it takes time to spread and compact. Further, landfills often have soft foundations, and large land subsidence occurs over a long period of time, making it difficult to quickly use the site. In addition, the cost of revetment work around the landfill increases. The present invention has been proposed in view of the problems of the prior art described above, and the object thereof is to enable a large amount of incinerated ash to be compactly and efficiently landfilled, suppress land subsidence, and facilitate the use of the site. The aim is to provide a landfill method using incinerated ash that can reduce the cost of revetment work around the landfill. [0005] To achieve the above object, according to the landfill method using incinerated ash according to the present invention, water
By laying steel pipe piles along the periphery of the above-mentioned landfill site to construct a revetment , the water surface in the above-mentioned landfill site is closed
In addition, air bubbles are mixed into the incineration ash with water and a small amount of cement added and mixed, and the mixed amount of the air bubbles is adjusted to produce air milk with a specific gravity of almost 1, and the air milk is impermeable to air. Enclosed in a bag and filled with the air milk
Landfill is done by laying and stacking on the surface of the water in the landfill site . [0006] As described above, according to the present invention, in the steel pipe pile group the water surface of the water reclaimed planned site to construct a revetment by pouring the steel pipe pile along the periphery of the water reclamation planned site deadline, the water enclosed in the steel pipe pile group, a bubble in a mixture by adding water and a small amount of cement to ash lined laid impermeable bag encapsulating Eamiruku you entered mixed, to stack so that Therefore, the incinerated ash is solidified with cement and placed in an impermeable bag, so that no harmful substances contained in the incinerated ash are eluted. Also, the Eamiruku solidifies in impermeable bags, ground with sufficient strength is Construction. [0007] The specific gravity of the air milk is determined by lake water and river water.
Landfill due to landfill does not occur at all because it is almost equal to the specific gravity of river water, seawater, etc. Therefore , land use after landfill is completed is performed promptly. The present invention will be described below with reference to an embodiment shown in the drawings. The steel pipe pile 1 Da設along the peripheral edge of the water landfill planned site,
Construct a revetment and close off the water surface in this landfill site
( See FIG. 1) . In addition, in the example shown
The land is a planned land reclamation site, and the water surface is the sea surface. Then, the bagged air milk 2 in which air milk is sealed in a water-impermeable bag such as vinyl chloride is arranged on the sea surface in the seawall made of steel pipe piles , so that the bag packed air milk 2 is placed on the water.
(Offshore) Arrange on the water surface (sea surface) in the landfill site
( See FIG. 2) . 3 in the figure is the foundation ground. [0009] The following are examples of formulating the above-mentioned air milk (a) Cement usage 20% of incinerated ash (weight ratio) (b) Water usage 90% of total weight of ash and cement (weight ratio) (c) 30% (volume ratio) of air bubbles mixed The mixture was subjected to accelerated curing at 40 ° C. for 2 days. As a result, a compressive strength of 6 kg / cm 2 was obtained. The specific gravity was 1.03. Next, the bagged air milk 2 is gradually stacked (see FIG. 3), and the lower layer bagged air milk 2 is brought into contact with the foundation ground 3,
Stacking until reaching a predetermined height completes the landfill.
(See FIG. 4) Thus, the specific gravity of the air milk is substantially equal to 1 and equal to seawater. Therefore, when the landfill is completed, the load acting on the foundation ground 3 is substantially equal to the water pressure initially applied by the seawater. Therefore, no land subsidence occurs. [0011] As described above, according to the present invention, the revetment building the steel pipe pile by pouring along the periphery of the water filled <br/> elevational planned site water in the water reclaimed planned site the Shimeki Ri, this
The water in the water landfill planned site, incineration ash Tile laying impermeable bag encapsulating Eamiruku entrained bubbles as specific gravity in a mixture by adding water and a small amount of cement is approximately 1, are stacked Tsu and is obtained by the performed landfill, solidified Eamiruku has sufficient strength, to self, be small soil pressure acting around the steel pipe pile, also the need of watertightness in revetment Therefore, the cost of revetment work can be significantly reduced, and the incinerated ash solidifies in an impermeable bag, so that harmful substances do not elute and damage the surrounding environment. According to the present invention, the incinerated ash can be changed to a form that is easy to handle and landfilling can be facilitated. Also, since the specific gravity of the air milk is equal to that of seawater, no land subsidence occurs, and the air milk can be pumped. Because pumping is possible,
Workability is further improved.
【図面の簡単な説明】
【図1】本発明に係る焼却灰を用いた埋立方法における
埋立予定地に、鋼管杭による護岸の造成工程を示す平面
図である。
【図2】袋詰めエアミルクを海面にならべる工程を示す
縦断面図である。
【図3】袋詰めエアミルクを徐々に積み重ねていく工程
を示す縦断面図である。
【図4】埋立完了時の状態を示す縦断面図である。
【符号の説明】
1 鋼管杭
2 袋詰めエアミルク
3 基礎地盤BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a plan view showing a step of forming a seawall with a steel pipe pile at a landfill site in a landfill method using incinerated ash according to the present invention. FIG. 2 is a longitudinal sectional view showing a step of arranging bagged air milk on the sea surface. FIG. 3 is a longitudinal sectional view showing a step of gradually stacking bagged air milk. FIG. 4 is a longitudinal sectional view showing a state at the time of completion of landfill. [Description of Signs] 1 steel pipe pile 2 bagged air milk 3 foundation ground
Claims (1)
打設して護岸を構築することで、前記水上埋立予定地内
の水面を締め切り、焼却灰に水と少量のセメントを加え
て混合したものに気泡を混入するとともに、同気泡の混
入量を調整して比重がほぼ1になるエアミルクを製造
し、同エアミルクを不透水性の袋に封入して同袋詰めの
エアミルクを前記水上埋立予定地内の水面に敷き並べ、
積み重ねていって埋立を行うことを特徴とする焼却灰を
用いた埋立方法。(57) Patent Claims 1 With pouring the steel pipe pile along the periphery of the water reclamation planned site to construct a revetment, the water reclamation planned site in
The water surface is closed, air bubbles are mixed into a mixture obtained by adding water and a small amount of cement to the incinerated ash, and the mixed amount of the air bubbles is adjusted to produce an air milk having a specific gravity of almost 1, and the air milk is immiscible. Enclosed in a water-permeable bag and laid the airbag packed in the bag on the surface of the water landfill site ,
A landfill method using incinerated ash, characterized by stacking and landfilling.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18025493A JP3470977B2 (en) | 1993-07-21 | 1993-07-21 | Landfill method using incinerated ash |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18025493A JP3470977B2 (en) | 1993-07-21 | 1993-07-21 | Landfill method using incinerated ash |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0734430A JPH0734430A (en) | 1995-02-03 |
JP3470977B2 true JP3470977B2 (en) | 2003-11-25 |
Family
ID=16080054
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP18025493A Expired - Fee Related JP3470977B2 (en) | 1993-07-21 | 1993-07-21 | Landfill method using incinerated ash |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3470977B2 (en) |
-
1993
- 1993-07-21 JP JP18025493A patent/JP3470977B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH0734430A (en) | 1995-02-03 |
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