JP2768147B2 - Remaining soil improvement method using incinerated lime from shellfish attached to power plant intake channel - Google Patents
Remaining soil improvement method using incinerated lime from shellfish attached to power plant intake channelInfo
- Publication number
- JP2768147B2 JP2768147B2 JP16168392A JP16168392A JP2768147B2 JP 2768147 B2 JP2768147 B2 JP 2768147B2 JP 16168392 A JP16168392 A JP 16168392A JP 16168392 A JP16168392 A JP 16168392A JP 2768147 B2 JP2768147 B2 JP 2768147B2
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- JP
- Japan
- Prior art keywords
- shellfish
- soil
- incinerated
- lime
- power plant
- 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.)
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Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は残土の改良方法に関し、
特に火力発電所及び原子力発電所の取水路に付着する生
貝を回収し、焼却して得られる石灰を主成分とする焼却
灰を使用する残土の改良方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for improving residual soil,
In particular, the present invention relates to a method for improving residual soil using incinerated ash mainly composed of lime obtained by collecting raw shellfish attached to intake channels of thermal power plants and nuclear power plants and incinerating them.
【0002】[0002]
【従来の技術及び発明が解決しようとする課題】近年、
残土処分場の確保が難しいこと、また埋戻し用の山砂の
採取が環境破壊につながる恐れがあること等から、山砂
の代替として残土のリサイクルを図ろうとする動きが活
発になっている。残土のリサイクルの流れは、図1に示
すようなもので、まず各土木作業現場から発生した残土
のうちそのままでは埋戻し材として適さない不良残土1
は、残土改良プラントにて、生石灰等の改良材2を添加
混合して堆積、養生することにより、一定の品質特性を
備えた埋戻し用改良土3として改良される。なお、本明
細書中でいう「残土」とは、掘削工事により排出する土
砂のうち該現場で資材として使用しない土砂をさす。現
在、残土改良材としては工業用生石灰が多く用いられて
おり、添加量は対乾燥土重量比で3〜5%程度である。
石灰による残土の改良は、土との反応を利用して土の物
理・化学的性質を改良するものであり、生石灰の場合は
(1)吸水発熱反応による脱水、(2)イオン交換反応
による粒度改善、(3)ポゾラン反応による固結、
(4)炭酸化反応等により残土が改良されるといわれて
いる。2. Description of the Related Art In recent years,
Due to the difficulty in securing a landfill site and the possibility that collecting sand for backfill may lead to environmental destruction, there is a growing movement to recycle the soil as a substitute for mountain sand. The flow of recycle of surplus soil is as shown in Fig. 1. First, of the surplus soil generated from each civil engineering work site, unsatisfactory surplus soil 1 that is not suitable as backfill material.
In a remnant soil improvement plant, an improving material 2 such as quick lime is added, mixed, deposited, and cured to improve as a backfill improved soil 3 having a certain quality characteristic. In the present specification, “remaining soil” refers to earth and sand that is not used as a material at the site among earth and sand discharged by excavation work. At present, industrial quicklime is often used as a soil improvement material, and its addition amount is about 3 to 5% by weight based on dry soil.
The improvement of the residual soil by lime is to improve the physical and chemical properties of the soil by utilizing the reaction with the soil. In the case of quick lime, (1) dehydration by water absorption and exothermic reaction, and (2) particle size by ion exchange reaction Improvement, (3) solidification by pozzolanic reaction,
(4) It is said that the residual soil is improved by a carbonation reaction or the like.
【0003】ところで火力・原子力発電所においては、
発電設備の復水器の冷却水として海水が取水路を経て導
入・使用されるが、その水路底・側面にはムラサキイ貝
等の生貝が生育・付着し、水流抵抗を増大させ、あるい
は一部剥離して流れ出た生貝が発電所冷却管に付着して
閉塞するなどの問題を発生させるため、定期的に該生貝
を剥奪除去する必要がある。この取水路に付着する生貝
の年間除去回収量は、1火力発電所当たりで1,000
t/年程度にも及ぶもので、膨大量の生貝が除去され、
生貝のまま多くが埋立て処分されている状況である。埋
立て処分については、埋立て地の確保やその堆積個所に
おける腐敗異臭対策が課題である。[0003] In thermal and nuclear power plants,
Seawater is introduced and used through the intake channel as cooling water for the condenser of the power generation facility, but raw shells such as mussels grow and adhere to the bottom and sides of the channel, increasing the water flow resistance, or In order to cause such a problem that the raw shells that have separated and flowed out adhere to and block the power plant cooling pipes, it is necessary to periodically strip and remove the raw shells. The annual removal and recovery of raw shellfish attached to this intake channel is 1,000 per thermal power plant.
t / year, a huge amount of raw shells are removed,
Many of the raw shellfish are being landfilled. As for landfill disposal, securing landfill sites and countermeasures against off-flavors in the areas where they are deposited are issues.
【0004】[0004]
【課題を解決するための手段】本発明者らは上記事情に
鑑み、火力・原子力発電所取水路付着生貝の有効利用を
促進し、生貝埋立て処分量の低減を図るべく鋭意研究
し、本発明をなすに至った。すなわち、本発明は、
(1)火力・原子力発電所取水路壁から剥奪回収された
生貝を、焼却して得られる貝焼却灰粉末を残土改良材の
石灰成分として、残土に添加・混合して改良土とするこ
とを特徴とする発電所取水路付着貝焼却石灰を用いる残
土改良方法及び、(2)発電所取水路壁から剥奪回収さ
れた生貝を焼却して得られる貝焼却灰粉末と、石炭灰
と、脱硫石膏とからなる混合物を残土改良材として、残
土に添加・混合して改良土とすることを特徴とする発電
所取水路付着貝焼却石灰を用いる残土改良方法である。
ここで、貝焼却石灰とは、生石灰又は消石灰を主体とす
る貝焼却灰をいう。Means for Solving the Problems In view of the above circumstances, the present inventors have conducted intensive research to promote the effective use of raw shellfish attached to the intake of thermal and nuclear power plants and to reduce the amount of raw shellfish landfill disposal. Invented the invention. That is, the present invention
(1) Adding and mixing shellfish incineration ash powder obtained by incineration of raw shellfish stripped and recovered from the intake channel wall of thermal power and nuclear power plants as a lime component of remaining soil improvement material, and mixing it with the remaining soil to obtain improved soil. A method for improving soil remnants using incinerated lime of a shell attached to a power plant intake channel, and (2) a shell incinerated ash powder obtained by burning raw shellfish stripped and recovered from a power plant intake channel wall, coal ash, and desulfurized gypsum A method for improving the residual soil using incinerated lime from a shellfish attached to a power plant intake, characterized in that a mixture consisting of
Here, the shellfish incineration lime refers to shellfish incineration ash mainly composed of quicklime or slaked lime.
【0005】本発明を好適条件等を挙げて詳細に説明す
ると、火力・原子力発電所取水路壁から剥奪回収される
生貝は、例えば(1)取水路清掃工事において、発電所
の取水口、取水路の底、側壁部に付着しているムラサキ
イ貝類を掻き出す剥奪回収を行って得られ、次いで
(2)水切りを行ない、(3)生貝のままロータリーキ
ルン等で700〜900℃、1〜2時間、焼却する。以
上の工程によって、貝焼却生石灰粉末を取得することが
できる。ここで貝焼却生石灰粉末とは、生石灰が主成分
となっている貝焼却灰をいう。なお、貝焼却生石灰は、
工業用生石灰と同様、反応性が高く残土改良材としては
良好となるが、水と接触して急激に高温となる危険性を
もつものであるため、保存上制約がある場合は、これに
所要量の水(貝焼却生石灰の約30%)をミキサーで加
水混合して貝焼却消石灰となし、取り扱い性及び保存性
を良好なものとすることが好ましい。貝焼却消石灰は、
焼却灰中の生石灰成分が消石灰になったものをいう。The present invention will be described in detail with reference to preferred conditions and the like. Raw shellfish stripped and recovered from the intake channel wall of a thermal / nuclear power plant can be used, for example, in (1) Intake channel cleaning and intake of a power plant in intake channel cleaning work. It is obtained by depriving and collecting the purple mussels attached to the bottom and side walls of the road, and then (2) draining the water, and (3) raw shellfish in a rotary kiln or the like at 700 to 900 ° C. for 1 to 2 hours. Incinerate. Through the above steps, it is possible to obtain shellfish incinerated quicklime powder. Here, the shellfish incinerated lime powder refers to shellfish incinerated ash whose main component is quicklime. In addition, shellfish incinerated quicklime is
Like industrial quicklime, it has high reactivity and is good as a soil remediation material.However, it has the danger of suddenly rising to high temperature when it comes into contact with water. An amount of water (about 30% of the shellfish incinerated lime) is preferably mixed with water by a mixer to form shellfish incinerated lime, and the handleability and storage stability are preferably improved. Shellfish incinerated lime is
It means that the quicklime component in the incinerated ash has become slaked lime.
【0006】前記生貝の焼却温度は、通常700℃〜9
00℃で充分であり、これにより貝肉及び採取時に含ま
れていた海生物、有機質雑物は消散し、殆どが生石灰で
ある貝焼却生石灰が得られる。得られる貝焼却生石灰
は、貝殻の形を残す粗粒分の多い灰である。これに加水
混合すると貝焼却消石灰が白色の微細な粉体として取得
できる特徴がある。以上によって得られた貝焼却灰の化
学組成及び物理性状は表1に示す通りである。なお、石
炭灰、及び脱硫石膏の各組成・性状についても記載し
た。[0006] The incineration temperature of the raw shellfish is usually from 700 ° C to 9 ° C.
00 ° C. is sufficient, whereby shellfish and sea creatures and organic impurities contained at the time of collection are dissipated, and shellfish incinerated lime which is mostly quicklime is obtained. The resulting shellfish incinerated quicklime is ash with a large amount of coarse particles that leave the shape of a shell. There is a characteristic that when mixed with water, the incinerated slaked lime can be obtained as fine white powder. The chemical composition and physical properties of the shellfish ash obtained as described above are as shown in Table 1. In addition, each composition and property of coal ash and desulfurized gypsum were also described.
【0007】[0007]
【表1】 [Table 1]
【0008】本発明に係る残土改良材は上記により得ら
れる貝焼却灰単独で残土に添加混合して改良土となすこ
とができるが、さらに石炭灰、脱硫石膏を加配した混合
物型残土改良材とすることもできる。混合物型残土改良
材の製造に使用する石炭灰としては、火力発電所より多
量に副産するものを用いることができ、また脱硫石膏も
火力発電所排ガス処理において多量に副産するものを用
いることができる。したがって、本発明における残土改
良材混合物は、全て火力・原子力発電所等の副産物を原
料として製造することができるものである。残土の水分
が多い場合は、それに比例して本発明に係る残土改良材
添加量も増量する必要があるが、改良材重量(M)と残
土中の水分含量(W)の比M/Wと改良土の強度には線
形関係がみられ、M/Wの増加とともに強度は増加す
る。 M/W=a/ω (ただし、a:改良材添加率(%)、
ω:残土含水比(%)) であるため、改良土の一軸圧縮強さは含水比が変動して
もM/Wを一定にすれば、強度を一定にすることができ
るので、残土の含水比に応じて改良材の添加量を調整す
ればよい。通常、本発明に係る貝焼却生石灰の添加量は
対乾燥土重量比で3〜5%程度であり、工業用生石灰と
同程度である。貝焼却消石灰の場合はいく分添加量が多
くなる。[0008] The reclaimed soil improving material according to the present invention can be added to and mixed with the reclaimed soil by the shellfish incineration ash obtained as described above alone, and can be used as a mixed type reclaimed soil improving material further provided with coal ash and desulfurized gypsum. You can also. As the coal ash used in the production of the mixture-type residual soil improvement material, it is possible to use a large amount of by-products from thermal power plants, and desulfurized gypsum that produces a large amount of by-products in thermal power plant exhaust gas treatment Can be. Therefore, all of the mixture for improving the residual soil in the present invention can be produced using by-products such as thermal and nuclear power plants as raw materials. When the residual soil has a large amount of water, the amount of the additive for improving the residual soil according to the present invention must be increased in proportion thereto. However, the ratio M / W of the weight of the improver (M) to the water content (W) of the residual soil is required. There is a linear relationship between the strength of the improved soil and the strength increases as the M / W increases. M / W = a / ω (where, a: improvement material addition rate (%),
ω: residual soil moisture content (%)), the unconfined compressive strength of the improved soil can be kept constant by keeping M / W constant even if the moisture content fluctuates. What is necessary is just to adjust the addition amount of an improving material according to a ratio. Usually, the addition amount of the shellfish incinerated quick lime according to the present invention is about 3 to 5% by weight to dry soil, which is about the same as that of industrial quick lime. In the case of shellfish incinerated lime, the amount to be added increases.
【0010】本発明に係る混合物型残土改良材おいて
は、発電所貝焼却生石灰あるいは、貝焼却消石灰に、石
炭灰(フライアッシュ)を組み合わせると、Ca2+が
増加することになり、石炭灰のポゾラン反応が促進さ
れ、石炭灰の水和硬化による改良効果が期待される。さ
らに、脱硫石膏を組み合わせると、SO4 2−が増加す
ることから、ポゾラン反応が一層促進されることが期待
される。なお、脱硫石膏は、結晶水以外に3%程度の水
分を含んでいることから、組み合わせて用いる場合、乾
燥してからブレンドする必要があり、乾燥工程を必要と
する。[0010] In the mixture-type surplus soil improving material of the present invention, when coal ash (fly ash) is combined with shell lime incinerated in a power plant or slaked lime in shell ash, Ca 2+ increases, and coal ash increases. Pozzolanic reaction is promoted, and the effect of improvement by hydration hardening of coal ash is expected. Further, when desulfurized gypsum is combined, the amount of SO 4 2− increases, so that it is expected that the pozzolanic reaction is further promoted. In addition, since desulfurization gypsum contains about 3% of water in addition to water of crystallization, when used in combination, it is necessary to dry and then blend, and a drying step is required.
【0011】[0011]
【実施例】次に、本発明を実施例によって具体的に説明
する。表2に示す残土に、本発明実施例に係る貝焼却灰
単独あるいは石炭灰や脱硫石膏と組合せて、添加混合し
て改良土を製造した。本実施例で使用した試料残土の性
状は表2に示すとおりで、含水比83.5%、粘土分
40%、砂分24%、シルト分36%の粒度からなるも
のである。Next, the present invention will be described specifically with reference to examples. An improved soil was manufactured by adding and mixing the remaining soil shown in Table 2 alone or in combination with coal ash or desulfurized gypsum according to the present invention. The properties of the sample soil used in this example are as shown in Table 2, and the water content was 83.5% and the clay content was
It has a particle size of 40%, sand content 24%, silt content 36%.
【0012】[0012]
【表2】 [Table 2]
【0013】上記貝焼却灰粉末の製造は、下記の工程に
したがって行った。 .取水路からの貝の回収→.水切り→.生貝をロ
ータリーキルンで焼却(700〜900℃、1〜2時
間)→.貝焼却生石灰の生成貯蔵→.加水混合→
.貝焼却消石灰の生成貯蔵The shellfish incineration ash powder was produced according to the following steps. . Collection of shellfish from intake channel →. Drain → Raw shellfish is incinerated in a rotary kiln (700-900 ° C, 1-2 hours) →. Formation and storage of incinerated lime from shellfish →. Add water →
. Formation and storage of incinerated lime in shellfish
【0014】上記においては、発電所の取水口、取水
路の底、側壁部に付着しているムラサキイ貝を掻き出し
による剥奪回収を行い、続いて〜において、生貝を
水切りしロータリーキルンに供給し、700〜900℃
で、 1〜2時間加熱し、貝焼却生石灰粉末を回収す
る。さらに、これに散水して貝焼却消石灰となす。In the above, the mussels on the water intake, the bottom of the water intake channel, and the side wall of the power plant are deprived and collected by scraping. Subsequently, in step (1), the raw mussels are drained and supplied to the rotary kiln. ~ 900 ° C
Then, heat for 1 to 2 hours to collect incinerated quicklime powder. In addition, water is sprinkled on this to make shellfish incinerated lime.
【0015】得られた貝焼却生石灰および貝焼却消石灰
の物理性状及び化学組成は表1に示す通りである。The physical properties and chemical composition of the obtained shellfish incinerated quicklime and shellfish incinerated lime are as shown in Table 1.
【0016】また図2には、上記貝焼却生石灰(L)
に、石炭灰(F)及び脱硫石膏(G)を各種配合割合で
加配して得られた混合物型残土改良材を用いて、残土改
良テストを行った結果(材令10日)を示す。該改良材
の添加率は対乾燥土重量比で12%である。なお、図中
の数字は改良土の一軸圧縮強さを示し、いくつかの等高
線は、2,5,10,15,18kgf/cm2の各一
軸圧縮強さの等高線を示している。該図から判るよう
に、一軸圧縮強さが材令10日で10kgf/cm2以
上を示す概略組成は貝焼却生石灰50〜100%、石炭
灰0〜45%、脱硫石膏0〜20%からなるものであ
り、また15kg/cm2以上を示す概略組成は貝焼却
生石灰70〜100%、石炭灰0〜30%、脱硫石膏0
〜20%からなるものである。FIG. 2 shows the shellfish incinerated quicklime (L).
The results of a soil remediation test (10 days old) using a mixture-type remnant soil improving material obtained by adding coal ash (F) and desulfurized gypsum (G) in various mixing ratios are shown below. The rate of addition of the modifier is 12% by weight to dry soil. The numbers in the figure indicate the uniaxial compressive strength of the improved soil, and some contour lines indicate the contour lines of the respective uniaxial compressive strengths of 2 , 5, 10, 15, and 18 kgf / cm 2 . As can be seen from the figure, the schematic composition showing a uniaxial compressive strength of 10 kgf / cm 2 or more at a material age of 10 days consists of 50-100% shellfish incinerated lime, 0-45% coal ash, and 0-20% desulfurized gypsum. In addition, the rough composition showing 15 kg / cm 2 or more is 70-100% of shellfish incinerated lime, 0-30% of coal ash, and 0 of desulfurization gypsum.
-20%.
【0017】得られた貝焼却生石灰、貝焼却消石灰、石
炭灰(F)と脱硫石膏(G)および貝焼却生石灰(L)
の組み合わせ材料(F:G:L=2:1:7)を上記試
料残土に添加混合して改良土となしたテスト結果を図3
に示す。なお、改良土の品質基準(東京都)は表3に示
す通りであるが、本発明方法によれば同基準を満たす改
良土を容易に造ることができた。The obtained shellfish incinerated quicklime, shellfish incinerated slaked lime, coal ash (F) and desulfurized gypsum (G) and shellfish incinerated quicklime (L)
FIG. 3 shows a test result in which a combination material (F: G: L = 2: 1: 7) was added to and mixed with the above-mentioned residual soil to obtain an improved soil.
Shown in The quality standard of the improved soil (Tokyo) is as shown in Table 3. According to the method of the present invention, an improved soil satisfying the same standard could be easily produced.
【0018】[0018]
【表3】 [Table 3]
【0019】[0019]
【発明の効果】以上に述べた説明から明らかなごとく、
本発明によれば .従来火力・原子力発電所において、取水路の底・側
面に生育付着する膨大量の生貝を埋立て処分することな
く、焼却灰を残土改良材として有効利用できる結果、残
土改良コストが低減され、生貝の埋立て用地確保の問題
も解決される。 .発電所取水路付着生貝から製造される製造される石
灰は、比較的低温焼却にもかかわらず高活性の石灰が得
られ、エネルギーコストも低いものとなる。またその貝
焼却生石灰粉末は粒径が粗いため残土改良材として残土
との混合性が良好で容易に均質な混合ができ、よって使
用量も必要最少量で足りる。また、混合時に粉塵も立ち
にくい。 .混合物型残土改良材は全て火力・原子力発電所から
得られる副産物で製造することができ、かつ得られた残
土改良材を用いて埋戻し材として要求される条件を満た
す改良土を容易に製造することができる。As is apparent from the above description,
According to the present invention, In conventional thermal and nuclear power plants, the incinerated ash can be effectively used as a soil remediation material without having to landfill and dispose of a huge amount of raw shells that grow and adhere to the bottom and sides of the intake channel. The problem of securing land for landfill is also solved. . The lime produced from raw shellfish attached to the power plant intake can be obtained with high activity lime despite relatively low temperature incineration and low energy cost. Further, since the shellfish incinerated lime powder has a coarse particle size, it has a good mixability with the remaining soil as a material for improving the remaining soil, and can be easily and homogeneously mixed. Also, dust does not easily form during mixing. . All of the mixture-type soil improvement materials can be manufactured from by-products obtained from thermal and nuclear power plants, and the obtained soil improvement materials can easily be used to produce improved soil that satisfies the requirements for backfill materials. be able to.
【図1】残土のリサイクルの流れを示す説明図FIG. 1 is an explanatory diagram showing a flow of recycling of surplus soil.
【図2】混合物型残土改良材を用いて、残土改良テスト
を行った結果の三角座標グラフ図FIG. 2 is a triangular coordinate graph of a result of a residual soil improvement test performed using a mixture type residual soil improvement material.
【図3】残土改良材を試料残土に添加混合して改良土と
なしたテスト結果のグラフ図FIG. 3 is a graph of a test result in which an improved soil was obtained by adding and mixing a remaining soil improving material to a sample remaining soil.
1:不良残土 2:改良材 3:改良土 F:石炭灰 G:脱硫石膏 L:貝焼却生石灰 1: Bad soil 2: Improved material 3: Improved soil F: Coal ash G: Desulfurized gypsum L: Shell lime
───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.6,DB名) E02D 3/00 E02F 7/00──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int.Cl. 6 , DB name) E02D 3/00 E02F 7/00
Claims (3)
収された生貝を焼却して得られる貝焼却灰粉末を残土改
良材の石灰成分として、残土に添加・混合して改良土と
することを特徴とする発電所取水路付着貝焼却石灰を用
いる残土改良方法。Claims: 1. Incinerated shellfish incineration ash powder obtained by incinerating raw shellfish stripped and recovered from the intake channel wall of a thermal or nuclear power plant as a lime component of a soil improvement material, and mixed with the remaining soil to form an improved soil. A method for improving residual soil using incinerated lime from shellfish attached to a power plant intake channel.
収された生貝を焼却して得られる貝焼却灰粉末と、石炭
灰と、脱硫石膏とからなる混合物を、残土に添加・混合
して改良土とすることを特徴とする発電所取水路付着貝
焼却石灰を用いる残土改良方法。2. A mixture of shellfish incineration ash powder obtained by incinerating raw shellfish stripped and recovered from the intake channel wall of a thermal and nuclear power plant, coal ash, and desulfurized gypsum is added to and mixed with the remaining soil. A method for improving residual soil using incinerated lime from shellfish attached to a power plant intake, which is characterized as improved soil.
収された生貝を700℃〜900℃で焼却して得られる
貝焼却灰粉末を用いることを特徴とする請求項1又は2
記載の発電所取水路付着貝焼却石灰を用いる残土改良方
法。3. The shellfish incinerated ash powder obtained by incinerating raw shellfish stripped and recovered from the intake channel wall of a thermal or nuclear power plant at 700 ° C. to 900 ° C.
A method for improving residual soil using incinerated lime from shellfish attached to a power plant intake channel described in the paragraph.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16168392A JP2768147B2 (en) | 1992-05-29 | 1992-05-29 | Remaining soil improvement method using incinerated lime from shellfish attached to power plant intake channel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16168392A JP2768147B2 (en) | 1992-05-29 | 1992-05-29 | Remaining soil improvement method using incinerated lime from shellfish attached to power plant intake channel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH05331829A JPH05331829A (en) | 1993-12-14 |
| JP2768147B2 true JP2768147B2 (en) | 1998-06-25 |
Family
ID=15739867
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP16168392A Expired - Fee Related JP2768147B2 (en) | 1992-05-29 | 1992-05-29 | Remaining soil improvement method using incinerated lime from shellfish attached to power plant intake channel |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2768147B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4609701B2 (en) * | 2004-11-30 | 2011-01-12 | 清水建設株式会社 | Method for manufacturing ground improvement material |
-
1992
- 1992-05-29 JP JP16168392A patent/JP2768147B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH05331829A (en) | 1993-12-14 |
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