JPS5839970B2 - Chikashijikou Zoubutsukouchikuhouhou - Google Patents

Chikashijikou Zoubutsukouchikuhouhou

Info

Publication number
JPS5839970B2
JPS5839970B2 JP50063875A JP6387575A JPS5839970B2 JP S5839970 B2 JPS5839970 B2 JP S5839970B2 JP 50063875 A JP50063875 A JP 50063875A JP 6387575 A JP6387575 A JP 6387575A JP S5839970 B2 JPS5839970 B2 JP S5839970B2
Authority
JP
Japan
Prior art keywords
ash
soil
water
soft soil
construction
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
Application number
JP50063875A
Other languages
Japanese (ja)
Other versions
JPS51139113A (en
Inventor
元治 玉井
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.)
Nikken KK
Original Assignee
Nikken KK
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 Nikken KK filed Critical Nikken KK
Priority to JP50063875A priority Critical patent/JPS5839970B2/en
Publication of JPS51139113A publication Critical patent/JPS51139113A/en
Publication of JPS5839970B2 publication Critical patent/JPS5839970B2/en
Expired legal-status Critical Current

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

Description

【発明の詳細な説明】 本発明は、軟質土壌の含水率を低下させる一種のドレイ
ン工法に関し、ドレインに用いγこ柱状体を基礎杭とし
て用いることができる上に施工面においても有利で容易
に実施できる軟質土壌の改良方法を提供することを目的
とする。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a type of drain construction method for reducing the moisture content of soft soil, and it is possible to use gamma columnar bodies as foundation piles for drains, and is also advantageous and easy to install. The purpose of this paper is to provide a method for improving soft soil that can be implemented.

従来のドレイン工法では、ドレイン用主材料として、砂
や砂利あるいはコーラル酸や水滓などを用いていたが、
これらはいずれも支持力がなく、支持力を与えるために
硬化剤を添加して硬化すれば、上記ドレイン用主材料の
粒子間で硬化した硬化剤により空隙率が著しく減少し、
その吸水性や透水性は滅失されてしまいドレイン作用は
なくなる。
In conventional drain construction methods, sand, gravel, coral acid, water slag, etc. were used as the main material for the drain.
None of these have supporting force, and if a curing agent is added and cured to provide supporting force, the porosity will be significantly reduced due to the curing agent that has hardened between the particles of the main material for the drain.
Its water absorbency and water permeability are lost, and the drain effect disappears.

従って、これらを仮設用の基礎杭に利用しようとすれば
、土壌が十分に硬化してドレイン作用が不要となった状
態でフィルセメントなどにより硬化するし力)なく、長
い工期を必要としていた。
Therefore, if these were to be used for foundation piles for temporary construction, the soil would have hardened sufficiently and no drain action would be necessary, but it would have to be hardened with fill cement, etc., which would require a long construction period.

このため従来は別途基礎杭を打ち込むことが行なわれて
いた。
For this reason, in the past, foundation piles were driven separately.

更に上述の砂や砂利あるいはコーラル酸や水滓などを用
いる従来ドレイン工法は、荷重を加え、この荷重による
集中応力によって加えられる過剰水圧を取除いて地盤を
安定させるもの故に、荷重を与えるための構造装置を要
する上に取扱い上も工程数が増大して施工性に欠ける欠
点がある。
Furthermore, the conventional drainage method using sand, gravel, coral acid, water slag, etc. mentioned above stabilizes the ground by applying a load and removing the excess water pressure caused by the concentrated stress caused by this load. This method requires structural equipment, increases the number of handling steps, and has the drawbacks of poor workability.

本発明は、この様な実情に鑑み、施工上有利であり乍ら
ドレイン作用の必要な段階でも、そのまま仮設用などの
基礎杭としてこのドレイン用の柱状体を使用しえ乍らも
、良好な土壌の改良を行える方法を提案せんとするもの
である。
In view of these circumstances, the present invention is advantageous in construction, and allows the drain column to be used as it is as a foundation pile for temporary construction even at the stage where drain action is required. This paper aims to propose methods for improving soil.

そこで本発明における軟質土壌の改良方法は汚泥あるい
は都市塵芥を焼却して得た灰分、又は前記灰分に水硬性
素材を混和しだ粉粒体を、軟質土壌の表面力)ら相当深
さにわたって人工的に柱状に立設し、該軟質土壌内の間
隙水に前記灰分を会合することで該灰分を硬化させて柱
体を作り、該柱体により周辺の間隙水を土壌表面に揚水
することを特徴とする。
Therefore, the method for improving soft soil according to the present invention involves artificially applying ash obtained by incinerating sludge or urban garbage, or powder and granules obtained by mixing a hydraulic material into the ash to a considerable depth from the surface of soft soil. The ash is set up vertically in the form of a column, and the ash is combined with the pore water in the soft soil to harden the ash to form a column, and the column lifts the surrounding pore water to the soil surface. Features.

従って、汚泥あるいは都市塵芥を焼却することにより一
般に得られた灰分は、ポゾラン反応を生じるSiO2,
Al2O3,CaO等の成分を含んでいるTこめに水硬
性を有するものであり、更に水硬性素材を加えたものは
、確実に早く硬化するために、含水量の多い軟質土壌の
改良に一層役立つものであり、焼成過程で発生する揮発
成分のために多孔質に形成され、そのだめに1.0未満
という見掛は比重を示すと共に、未硬化の状態のみなら
ず硬化後でも空隙率30%以上と言う高い吸水性と砂と
同程変の透水性とを有するが故に、特別に排水手段を講
じることなく、従来Q砂や砂利あるいはコーラル砂や水
滓などを用いて圧密を促進するだめに載荷重を負荷する
如きものに比しては、か力)る圧密促進のγこめの手段
が全く不要であり乍ら、仮設等の基礎杭として用いるこ
とができながらも、なおも該基礎杭自体が毛細管現象に
よるドレイン作用を有し、従って土壌の完全硬化をまた
なくとも地盤上に構築物を造ることができ、工期を短縮
しえる上に、前述の汚泥あるいは都市塵芥の焼却により
得られた吸水性に優れた灰分を単に柱状に立設させるこ
とで上述の如き優れたドレイン作用を発揮するもの故に
、従来方法のような圧密促進のための特別な手段も不要
で極めて容易、安価でしかも迅速に所期の目的を達成で
きるに至った。
Therefore, the ash commonly obtained by incinerating sludge or municipal waste is composed of SiO2, which undergoes a pozzolanic reaction.
T-rice containing ingredients such as Al2O3 and CaO has hydraulic properties, and products with additional hydraulic materials are more useful for improving soft soils with high water content because they harden quickly and reliably. It is porous due to volatile components generated during the firing process, and the apparent value of less than 1.0 indicates specific gravity, and the porosity is 30% not only in the uncured state but also after curing. Because it has high water absorption and water permeability comparable to that of sand, it is difficult to promote consolidation using conventional Q sand, gravel, coral sand, water slag, etc., without taking special drainage measures. Compared to piles that apply a load to the foundation, there is no need to use hardening means to promote consolidation, and although it can be used as a foundation pile for temporary construction, it still The piles themselves have a draining effect due to capillary action, and therefore structures can be built on the ground without having to completely harden the soil, which shortens the construction period. Because the excellent drainage effect described above is achieved by simply erecting ash with excellent water absorption in the form of columns, it does not require any special means to promote compaction as in conventional methods, making it extremely easy and inexpensive. Moreover, they were able to quickly achieve their desired goal.

又、この様に硬化後にも良好なドレイン作用を発揮する
のである力)ら、構築物建造後においても、前述と同様
に特別に排水手段を講じることなく雨水などを排水して
地盤の硬化を達成しえるに至った。
In addition, since it exhibits a good drainage effect even after hardening, it is possible to harden the ground by draining rainwater, etc., without having to take any special drainage measures, as described above, even after building a structure. I came to Shieru.

以下本発明による方法の一例を説明する。An example of the method according to the present invention will be explained below.

一般に得られる下水汚泥焼却灰、つまり下水処理場から
排出される汚泥に、生石灰、或いは消石灰、鉄塩、有機
高分子凝集剤などの濾過助剤を混合して濾過脱水し70
〜80%の含水比に下げ、普通焼成によって多孔質に形
成されるのであるが、必要に応じて一層多孔質にするた
めにこの脱水汚泥に炭酸カルシウム(CaCO5)や水
酸化カルシウムCa(OH)2の如く被熱により熱分解
して炭酸ガス(CO2)や水蒸気(H2O)を発生して
汚泥を多孔性の粉状物質に灰化させるところの気化分解
性や多孔性誘発物質(例えば、ゴムの粉体滓や生汚泥な
ど)を添加しγこのち、これを700〜800℃又は9
40°C〜1,000℃の混匪で焼成して得た灰分、又
は、この灰分に、水硬性がない或いは弱いときは、セメ
ントや焼石膏、生石灰などの水(硬性を有する素材の少
なくとも一種以上を約5重量%以上混和した粉末材料1
を、例えば、金網やクラフト紙、パックスなどの透水性
筒体2内に充填することにより第1図で示すような約1
m50の程度の軽い柱状体3を作成し、この軽量柱状体
3を、第2図の如く粘土層や底質層などの軟質土壌4内
に立設することにより、この柱状体3周りの軟質土壌4
層内の間隙水を吸収させて土層の含水比を低下させると
同時に、柱状体3自身を硬化させ、この硬化した柱状体
3を仮設地下柱として用いるものである。
Commonly obtained sewage sludge incineration ash, that is, sludge discharged from sewage treatment plants, is filtered and dehydrated by mixing filter aids such as quicklime or slaked lime, iron salts, and organic polymer flocculants.
The water content is reduced to ~80%, and the sludge is normally formed into a porous material by calcination, but if necessary, calcium carbonate (CaCO5) or calcium hydroxide (Ca(OH)) may be added to this dehydrated sludge to make it even more porous. As shown in item 2, evaporative decomposition and porosity-inducing substances (e.g., rubber (powder slag, raw sludge, etc.) is then heated to 700-800°C or 90°C.
If the ash obtained by firing at a mixed temperature of 40°C to 1,000°C or this ash has no or weak hydraulic properties, water (or at least one of hard materials such as cement, calcined gypsum, quicklime, etc.) Powder material 1 mixed with about 5% by weight or more of one or more types
For example, by filling the water-permeable cylindrical body 2 such as wire mesh, kraft paper, Pax, etc., about 1
By creating a light columnar body 3 with a diameter of about 50 m, and standing this light columnar body 3 in soft soil 4 such as a clay layer or bottom sediment layer as shown in Fig. 2, the soft soil around this columnar body 3 can be reduced. soil 4
The pore water in the layer is absorbed to lower the water content ratio of the soil layer, and at the same time, the columnar bodies 3 themselves are hardened, and the hardened columnar bodies 3 are used as temporary underground columns.

尚、上記の本発明方法を実施するに際して、透水性筒状
体2を用いず、粉粒体材料のみをもって柱状に立設する
も良きものであるが、透水性筒状体2を用いるときは水
硬性の弱い材料であってもこれを柱状に確実に保形し得
て、材料入手においてより有効である。
Incidentally, when carrying out the method of the present invention described above, it is also possible to use only the granular material without using the water-permeable cylindrical body 2 and to erect it in the form of a column, but when using the water-permeable cylindrical body 2, Even materials with weak hydraulic properties can be reliably maintained in a columnar shape, making it more effective in obtaining materials.

また、粉体材料のみによる柱状体を立設するにあたって
、地盤に掘削した縦孔内に鋼管などの硬質ケーシングを
建込み、このケーシングを抜き乍ら粉体材料を土壌内に
柱状に立設する工法を採用しても良い。
In addition, when erecting a column made only of powder material, a hard casing such as a steel pipe is erected in a vertical hole drilled in the ground, and the casing is removed and the powder material is erected in the soil in the form of a column. You may also use the construction method.

更に本発明では、第3図の如く、前記柱状体3を立設し
た軟質土壌表面上に約50cm以上厚く層をなして、前
記粉粒体材料1を撒布して、軟質土壌面上に例えば自動
車の仮設通行路などを施行することにより、表面でのブ
リッジ効果と相俟って非常に許容耐力の犬なる仮設路を
経済的に構築し得るものである。
Furthermore, in the present invention, as shown in FIG. 3, the granular material 1 is spread on the soft soil surface on which the columnar bodies 3 are erected, forming a layer thicker than about 50 cm, and then, for example, on the soft soil surface. By constructing a temporary road for automobiles, it is possible to economically construct a temporary road with a very acceptable strength due to the bridging effect on the surface.

まTこ、本発明の柱状体は、コンクリート杭など本設杭
と併合することにより、建築基礎として十分な効果を発
揮すること勿論である。
Of course, the columnar body of the present invention exhibits sufficient effects as a building foundation when combined with permanent piles such as concrete piles.

尚、下水汚泥焼却灰、都市塵芥焼却灰等の化学成分及び
物性を示す表を次に示す。
A table showing the chemical components and physical properties of sewage sludge incineration ash, urban garbage incineration ash, etc. is shown below.

上記表の単位体積重量の値から、見掛は比重が水より小
さく、且つ空隙率が大きいだめに吸水性の良好な点が判
る。
From the values of unit volume weight in the table above, it can be seen that the apparent specific gravity is lower than that of water, and the higher the porosity, the better the water absorbency.

そして透水性に関しては、次の表より 通常の砂と同程度であることが判る。Regarding water permeability, see the table below. It turns out that it is about the same level as normal sand.

また、SiO2,Al2O3,CaOの存在が大きいた
めにボブラン反応が生じて水硬性を有するものである。
Furthermore, due to the large presence of SiO2, Al2O3, and CaO, a bob run reaction occurs, resulting in hydraulic properties.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本発明に係る軟質土壌の改良方法の実施例を示し
、第1図は柱状体の一部切欠斜視図、第2図は施工状態
の縦断面図、第3図は別の施工例を示す縦断面図である
The drawings show an example of the method for improving soft soil according to the present invention, in which Fig. 1 is a partially cutaway perspective view of a columnar body, Fig. 2 is a vertical cross-sectional view of the construction state, and Fig. 3 is another example of construction. FIG.

Claims (1)

【特許請求の範囲】[Claims] 1 汚泥あるいは都市塵芥を焼却して得γこ灰分、又は
前記灰分に水硬性素材を混和した粉粒体を、軟質土壌の
表面から相当深さにわたって人工的に柱状に立設し、該
軟質土壌内の間隙水に前記灰分を会合することで該灰分
を硬化させて柱体を作り、該柱体により周辺の間隙水を
土壌表面に揚水する軟質土壌の改良方法。
1. Gamma ash obtained by incinerating sludge or urban garbage, or granular material obtained by mixing the ash with a hydraulic material, is artificially erected in a pillar shape to a considerable depth from the surface of soft soil, and the soft soil is A method for improving soft soil in which the ash is hardened by associating with the pore water within the soil to form columns, and the columns pump up surrounding pore water to the soil surface.
JP50063875A 1975-05-27 1975-05-27 Chikashijikou Zoubutsukouchikuhouhou Expired JPS5839970B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP50063875A JPS5839970B2 (en) 1975-05-27 1975-05-27 Chikashijikou Zoubutsukouchikuhouhou

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP50063875A JPS5839970B2 (en) 1975-05-27 1975-05-27 Chikashijikou Zoubutsukouchikuhouhou

Publications (2)

Publication Number Publication Date
JPS51139113A JPS51139113A (en) 1976-12-01
JPS5839970B2 true JPS5839970B2 (en) 1983-09-02

Family

ID=13241898

Family Applications (1)

Application Number Title Priority Date Filing Date
JP50063875A Expired JPS5839970B2 (en) 1975-05-27 1975-05-27 Chikashijikou Zoubutsukouchikuhouhou

Country Status (1)

Country Link
JP (1) JPS5839970B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6225609A (en) * 1985-07-24 1987-02-03 Kowa Kasei Kk Improvement work for foundation ground

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4942106A (en) * 1972-08-30 1974-04-20
JPS5323125A (en) * 1976-08-17 1978-03-03 Shin Meiwa Ind Co Ltd Selection display apparatus for indoor game court dividing lines

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4942106A (en) * 1972-08-30 1974-04-20
JPS5323125A (en) * 1976-08-17 1978-03-03 Shin Meiwa Ind Co Ltd Selection display apparatus for indoor game court dividing lines

Also Published As

Publication number Publication date
JPS51139113A (en) 1976-12-01

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