JPH10140555A - Execution structural body formed of fluidization treated soil - Google Patents
Execution structural body formed of fluidization treated soilInfo
- Publication number
- JPH10140555A JPH10140555A JP8300214A JP30021496A JPH10140555A JP H10140555 A JPH10140555 A JP H10140555A JP 8300214 A JP8300214 A JP 8300214A JP 30021496 A JP30021496 A JP 30021496A JP H10140555 A JPH10140555 A JP H10140555A
- Authority
- JP
- Japan
- Prior art keywords
- soil
- treated soil
- fluidized
- fluidization treated
- fluidization
- 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
Links
Landscapes
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Road Paving Structures (AREA)
Abstract
Description
【０００１】[0001]
【発明の属する技術分野】本発明は、異なる流動化処理
土で形成された流動化処理土施工構造体に関し、更に詳
しくは強度に遜色はなく施工効率のよく、しかも経済的
である流動化処理土施工構造体に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fluidized treated soil construction structure formed of different fluidized treated soils, and more particularly, to a fluidized treated soil which is not inferior in strength but has good construction efficiency and is economical. The present invention relates to an earth construction structure.
【０００２】[0002]
【従来の技術】水道管、ガス管等の地中埋設管や電力ケ
ーブル等の埋め戻し工事において、従来は掘削した土は
殆どといってもよい程すべて処分し、山砂により埋め戻
しを行っているが、管周りへの山砂の充填が不十分とな
る場合が多く、そのため道路が陥没する事故が起きてお
り問題となっていた。また近年、前述の如き土の処分場
の確保が深刻になりつつある中で、資源の有効利用や環
境保護といった観点から、掘削土を再利用する気運が高
まりつつあり、このような中で流動化処理工法が注目さ
れるようになった。この方法は、掘削した土に水または
汚水と固化材を混合して流動化処理土を作製し、これを
埋め戻し箇所に流し込んで充填する方法である。この方
法で得られた流動化処理土施工構造体は、図３に示され
るように、道路１に掘削穴又は埋設穴２を堀り、水道
管、ガス管等の地中埋設管乃至電力ケーブル３を配置し
た後、固化材を掘削土と混合して得られた流動化処理土
９を作製し、これを流し込み、ついで路盤７を設置し、
その上にアスファルト舗装８を施したものである。この
ように前述の方法は、流動化処理土に適度の流動性を付
与することにより転圧が困難な狭い場所への良好な充填
が可能であり、したがって、山砂のように充填が不十分
になることがなく陥没等の事故を防ぐことができると同
時に掘削土の再利用を図れる利便性を有する。2. Description of the Related Art In the backfilling work of underground pipes such as water pipes and gas pipes and electric power cables, conventionally, excavated soil is almost completely disposed of and backfilled with mountain sand. However, the filling of piles around the pipes is often inadequate, and as a result, road collapses have occurred, which has been a problem. In recent years, as the securing of soil disposal sites as described above has become more serious, there has been an increasing tendency to reuse excavated soil from the viewpoint of effective use of resources and environmental protection. Chemical treatment methods have come to the spotlight. This method is a method in which water or sewage and a solidifying material are mixed into excavated soil to prepare a fluidized soil, which is then poured into a backfill location and filled. As shown in FIG. 3, the fluidized treated soil construction structure obtained by this method digs an excavation hole or a buried hole 2 in a road 1 and buries an underground pipe such as a water pipe or a gas pipe or a power cable. After arranging 3, the solidified material is mixed with the excavated soil to produce a fluidized treated soil 9, which is poured, and then the roadbed 7 is installed.
The asphalt pavement 8 is applied thereon. As described above, the above-mentioned method enables good filling in a narrow place where compaction is difficult by imparting appropriate fluidity to the fluidized treated soil, and therefore, the filling is insufficient like mountain sand. It is possible to prevent accidents such as sinking without becoming inconvenient, and at the same time it is convenient to reuse excavated soil.
【０００３】一方、交通量の多い都市部の道路占有工事
では、即日復旧し道路を開放する必要があることから、
図３の固化材として速硬性固化材が使用されている。こ
の速硬性固化材は、短時間で硬化するので、施工に際
し、該速硬性固化材を含む流動化処理土の充填性を確保
するための流動性が必要であることはもちろんのこと、
即日復旧するため通常これを含む流動化処理土を打設し
て３０分から１時間程度で硬化させ、路盤部分の転圧等
のその後の作業をする必要がある。このような速硬性固
化材を使用する場合は、凝結時間の調整が難しいなどの
理由で、埋め戻し現場で、該速硬性固化材を混合して流
動化処理土を作製し、打設する方法がとられているのが
現状である。[0003] On the other hand, road occupation work in urban areas with heavy traffic requires the same-day restoration and opening of roads.
As the solidifying material in FIG. 3, a quick-setting solidifying material is used. Since the quick-hardening material hardens in a short time, it is needless to say that at the time of construction, fluidity for ensuring the filling property of the fluidized soil containing the quick-hardening material is necessary.
In order to recover the same day, it is usually necessary to cast a fluidized soil containing this and to cure it in about 30 minutes to 1 hour, and to perform subsequent work such as compaction of the roadbed. When using such a quick-setting solidified material, a method of producing the fluidized treated soil by mixing the quick-setting solidifying material at the backfill site because the setting time is difficult to adjust, etc. It is the present situation that is taken.
【０００４】[0004]
【発明が解決しようとする課題】しかしながら、前述の
如き速硬性固化材を含む流動化処理土を埋め戻し現場
で、作製し打設する方法は、現場での大量の流動化処理
土を製造しなければならず、立地条件からいっても効率
が悪く、作業が繁雑となるという問題がある。更に速硬
性固化材は一般の固化材に比べ高価である点でも経済的
に不利であるという問題があった。そこで本発明者等
は、前記の問題点について種々検討したところ、即日復
旧において施工後の強度には遜色がなく施工が効率的
に、かつ迅速に行え、しかも経済的にも安価である流動
化処理土施工構造体が得られることを見出し、ここに本
発明をなすに至った。したがって、本発明が解決しよう
とする課題は、強度には遜色がなく施工が効率的に、か
つ迅速に行え、しかも経済的にも安価である流動化処理
土施工構造体を提供するにことある。However, the method of producing and pouring the fluidized soil containing the quick-hardening material as described above at the site is to produce a large amount of fluidized soil at the site. However, there is a problem that the efficiency is low even in view of the location conditions and the work becomes complicated. Further, there is a problem that the quick-setting solidified material is economically disadvantageous in that it is more expensive than a general solidified material. Therefore, the present inventors have conducted various studies on the above-mentioned problems, and found that the same-day restoration can be carried out efficiently and quickly without compromising the strength after construction, and that it is economically inexpensive. The present inventors have found that a treated soil construction structure can be obtained, and have accomplished the present invention. Therefore, the problem to be solved by the present invention is to provide a fluidized soil construction structure that can be constructed efficiently and quickly without comparability in strength, and that is economically inexpensive. .
【０００５】[0005]
【課題を解決するための手段】本発明の上記課題は、流
動化処理土施工部の下層が一般固化材を含む流動化処理
土であり、上層が速硬性固化材を含む流動化処理土であ
ることを特徴とする流動化処理土施工構造体により達成
される。また該流動化処理土施工構造体において、上層
と下層との間にシート状物を有することを特徴とするこ
とにより達成される。SUMMARY OF THE INVENTION The object of the present invention is to provide a fluidized soil containing a general solidified material in a lower layer of a fluidized soil construction section and a fluidized soil containing a fast-hardening material in an upper layer. It is achieved by a fluidized soil construction structure characterized by the following. The fluidized soil construction structure is also achieved by having a sheet between the upper layer and the lower layer.
【０００６】[0006]
【発明の実施の形態】本発明の流動化処理土施工構造体
は、流動化処理土施工部の下層が一般固化材を含む流動
化処理土であり、上層が速硬性固化材を含む流動化処理
土であることを特徴とするもので、これにより上層の速
硬性固化材が速やかに硬化するので、施工時間を短縮す
ることができ、また下層の固化材は一般固化材であるた
め、流動化処理土の製造工場等で製造して運搬すること
ができ、したがって、施工現場では、上層に使用する程
度の量の速硬性固化材を含む流動化処理土を作製するだ
けで済み非常に効率的に作業ができると共に強度は遜色
ないものが得られる。更に速硬性固化材は少量ですむの
で、経済的に安価であるという優れた効果を奏するもの
である。BEST MODE FOR CARRYING OUT THE INVENTION In a fluidized soil construction structure according to the present invention, a fluidized soil containing a general hardened material is a lower layer of a fluidized soil worked portion, and a fluidized soil containing a fast-hardened material is an upper layer. It is characterized by treated soil, whereby the quick-setting hardened material in the upper layer is quickly hardened, so that the construction time can be shortened, and since the solidified material in the lower layer is a general solidified material, It can be manufactured and transported at a manufacturing plant for liquefied treated soil, so at the construction site, it is only necessary to produce fluidized treated soil containing an amount of quick-hardening material that can be used for the upper layer. It is possible to obtain a product that can work in a reasonable manner and has the same strength. Furthermore, since a small amount of the quick-hardening material can be used, it has an excellent effect of being economically inexpensive.
【０００７】またこの流動化処理土施工構造体の上層と
下層との間にシート状物を有することにより、上層の速
硬性固化材の硬化が速やかに行われ、強度的にも遜色が
ない構造体が得られる。In addition, by providing a sheet between the upper layer and the lower layer of the fluidized soil construction structure, the upper layer quick-setting solidified material is quickly cured, and the strength is not inferior. The body is obtained.
【０００８】本発明に用いられる一般固化材を含む流動
化処理土としては、一般固化材と土との混合物が用いら
れ、また本発明に用いられる速硬性固化材を含む流動化
処理土としては、速硬性固化材と土との混合物が用いら
れる。本発明において、これらを構成する土としては、
山砂、海砂、砂質土、掘削土等が挙げられるが、特に掘
削土を用いることが好ましい。本発明に用いられる一般
固化材としては、特に限定されるものではないが、好ま
しくは従来周知のセメント系固化剤が用いられ、一例を
挙げればセメントあるいは、セメントに高炉スラグ、消
石灰又は石膏等を加えたものが用いられる。一方、速硬
性固化材としては、一般固化材の硬化速度よりも速いも
のが用いられ、例えば、カルシウムアルミネート系組成
物と酸化カルシウム、炭酸カルシウム、硫酸カルシウム
の少なくとも１種を混合した速硬性混和材とセメントと
を混合して製造される。特にコーカエースの商品名で呼
ばれる三菱マテリアル株式会社製の超速硬性混和材とセ
メントの混合物が好ましい。[0008] As the fluidized soil containing the general solidified material used in the present invention, a mixture of the general solidified material and soil is used, and as the fluidized treated soil containing the fast-setting solidified material used in the present invention, A mixture of a quick-setting solidifying material and soil is used. In the present invention, as the soil constituting these,
Mountain sand, sea sand, sandy soil, excavated soil and the like can be mentioned, but it is particularly preferable to use excavated soil. The general solidifying material used in the present invention is not particularly limited, but a conventionally well-known cement-based solidifying agent is preferably used, and cement or blast furnace slag, slaked lime or gypsum is used for cement or cement, for example. The added one is used. On the other hand, as the quick-hardening material, a material having a higher curing speed than a general hardening material is used. For example, a quick-hardening admixture obtained by mixing a calcium aluminate composition with at least one of calcium oxide, calcium carbonate, and calcium sulfate is used. It is manufactured by mixing materials and cement. In particular, a mixture of a super-hardening admixture and cement manufactured by Mitsubishi Materials Corporation, which is referred to by the trade name of Koka Ace, is preferred.
【０００９】本発明の流動化処理土施工構造体につい
て、以下に図面を参照して説明する。図１は、本発明の
流動化処理土施工構造体を示す断面図である。また図２
は、本発明の流動化処理土施工構造体の別の例を示す断
面図である。ここで、本発明において、図３の構造体の
構成部分に付した符号と同一構成部分については、同一
符号を用いている。図１において、道路１を掘削して溝
穴２を堀り、この中に埋設管乃至電力ケーブル３を設置
した後、この穴２の固化材充填部分に、掘削された土に
一般固化材を混合して得られた流動化処理土４を途中ま
で流し込んで充填し、埋設管３を完全に埋設し、つい
で、残りの部分に土に速硬性固化材を混合して得られた
流動化処理土５を打設する。更にこの上に路盤７を施設
した後、アスファルト舗装８を施工する。このようにし
て得られた流動化処理土施工構造体は、流動化処理土５
からなる上層は、迅速に硬化し、その上に敷設する路盤
７は、十分転圧作業が可能であり、短時間に復旧を行う
ことができる。The fluidized soil construction structure of the present invention will be described below with reference to the drawings. FIG. 1 is a sectional view showing a fluidized soil construction structure of the present invention. FIG. 2
FIG. 4 is a sectional view showing another example of the fluidized soil construction structure of the present invention. Here, in the present invention, the same components as those of the components of the structure shown in FIG. 3 are denoted by the same reference numerals. In FIG. 1, after excavating a road 1 and digging a slot 2 and installing a buried pipe or a power cable 3 therein, a solidified material is filled in the excavated soil in the solidified material filling portion of the hole 2. Fluidization treatment obtained by mixing and pouring the fluidized soil 4 obtained halfway, filling the buried pipe 3 completely, and then mixing the fast-hardening material with the soil in the remaining portion. Place soil 5. Further, after the subbase 7 is installed thereon, the asphalt pavement 8 is constructed. The fluidized soil construction structure thus obtained is a fluidized soil 5
The upper layer made of is rapidly cured, and the roadbed 7 laid thereon can be sufficiently compacted, and can be restored in a short time.
【００１０】図２は、本発明の別の例を示したもので、
図２において、一般固化材を含む流動化処理土４と速硬
性固化材を含む流動化処理土５との間にシート状物６を
配置した構造体であり、このシート状物６を配置するこ
とにより速硬性固化材を含む流動化処理土５が短時間で
硬化することができ、したがって迅速に路盤作業を行う
ことができるものである。このシート状物６は、特に限
定されるものではなく、紙質状物、繊維状物、フィルム
状物等のシート状であれば、特に限定されない。好まし
くはフィルム状物がよく、例えば、ポリ塩化ビニル、ポ
リエチレン、ポリプロピレン等が好ましいが、できるだ
け安価なものを選択するのがよい。FIG. 2 shows another example of the present invention.
FIG. 2 shows a structure in which a sheet material 6 is disposed between a fluidized treated soil 4 containing a general solidified material and a fluidized treated soil 5 containing a fast-setting solidified material. Thereby, the fluidized soil 5 containing the quick-hardening material can be hardened in a short time, so that the roadbed work can be performed quickly. The sheet material 6 is not particularly limited, and is not particularly limited as long as it is a sheet material such as a paper material, a fibrous material, and a film material. Preferably, a film-like material is used. For example, polyvinyl chloride, polyethylene, polypropylene, and the like are preferable, but a material as inexpensive as possible is preferably selected.
【００１１】[0011]
【実施例】以下に、本発明を更に詳しく説明するが、本
発明はこれに限定されるものではない。The present invention will be described below in more detail, but the present invention is not limited thereto.
【００１２】〔実施例１〕図１に示されるような道路断
面の構造体を施工した。道路１を掘削して路盤より下方
に１ｍ５０ｃｍ掘り下げた。この中に埋設管３を設置し
た後、該埋設管３を含む下層部分と上層部分とに充填す
る流動化処理土を表１の如き割合で製造した。ついで下
層部分となる深さ１ｍの部分に、一般軟弱土用固化材に
掘削土である土とを水で混練した流動化処理土４を流し
込んで打設した。その後、この上から５０ｃｍの深さ
に、掘削土と速硬性固化材とを水で混練した流動化処理
土５を打設した。この上層部分は、打設して３０分後に
は硬化して、流動化処理土５の一軸圧縮強さは０．８ｋ
ｇｆ／ｃｍ2 となり、路盤部分の転圧作業が可能となっ
た。これにより下層部分に安価な材料を使用でき、しか
も上層の迅速硬化により、全部を速硬性固化材を含む流
動化処理土を使用した場合と何ら遜色なく路盤作業を行
うことができ、したがって迅速な復旧作業が可能であ
る。Example 1 A structure having a road cross section as shown in FIG. 1 was constructed. The road 1 was excavated and dug down 1m50cm below the roadbed. After the buried pipe 3 was installed therein, fluidized soil to be filled into the lower layer portion and the upper layer portion including the buried pipe 3 was produced at a ratio as shown in Table 1. Next, a fluidized soil 4 obtained by kneading the excavated soil with water in a solidified material for general soft soil was poured into a lower layer portion having a depth of 1 m and poured. Thereafter, a fluidized soil 5 in which the excavated soil and the quick-setting solidified material were kneaded with water was cast at a depth of 50 cm from above. The upper layer part is hardened 30 minutes after casting, and the unconfined compressive strength of fluidized soil 5 is 0.8 k
gf / cm 2 , and the rolling work of the roadbed portion became possible. As a result, an inexpensive material can be used for the lower layer portion, and the upper layer can be rapidly cured, so that the roadbed work can be performed as in the case of using a fluidized soil containing a quick-setting solidifying material, and thus a rapid Restoration work is possible.
【００１３】[0013]
【表１】 [Table 1]
【００１４】〔実施例２〕実施例１において、下層部分
に充填する流動化処理土４を工場生産して工事現場に運
搬し、流し込んで充填打設する以外は、実施例１と同様
に施工し流動化処理土施工構造体を作製した。これによ
り路盤部分の転圧作業が可能となったばかりでなく、一
般軟弱土用固化材を含む流動化処理土であるから、工場
から直接運搬できるので、施工の時間短縮が効率的にで
き、復旧作業を迅速に行うことができた。[Example 2] In the same manner as in Example 1, except that the fluidized soil 4 to be filled into the lower layer is produced at a factory, transported to a construction site, and then poured and filled and cast. Then, a fluidized soil construction structure was prepared. This not only enabled compaction work on the roadbed, but also fluidized treated soil containing solidified material for general soft soil, so that it can be transported directly from the factory, so construction time can be shortened efficiently and restoration can be performed. Work could be done quickly.
【００１５】〔実施例３〕実施例１において、下層部分
を流動化処理土４で打設した後、この上に塩化ビニール
シートを敷いて下層部分を覆い、ついで実施例１と同様
に流動化処理土５の打設工程以降を行い、流動化処理土
施工構造体を作製した。これにより上層部分の流動化処
理土５の硬化がいっそう迅速に進み、路盤部分の転圧作
業に取りかかる時間が早まった。[Example 3] In Example 1, after the lower layer portion was cast with the fluidized soil 4, a vinyl chloride sheet was laid thereon to cover the lower layer portion, and then fluidized in the same manner as in Example 1. The process after the step of placing the treated soil 5 was performed to produce a fluidized treated soil construction structure. As a result, the hardening of the fluidized soil 5 in the upper layer portion progressed more quickly, and the time required for the rolling work of the roadbed portion was shortened.
【００１６】[0016]
【発明の効果】本発明の流動化処理土施工構造体は、流
動化処理土施工部の下層が一般固化材を含む流動化処理
土であり、上層が速硬性固化材を含む流動化処理土であ
ることにより、上層の速硬性固化材が速やかに硬化する
ので、施工時間を短縮することができ、また下層の固化
材は一般固化材であるため、流動化処理土の製造工場等
で製造して運搬することができ、したがって、施工現場
では、上層に使用する程度の量の速硬性固化材を含む流
動化処理土を作製するだけで済み非常に効率的に作業が
できると共に強度は遜色ないものが得られる。更に速硬
性固化材は少量ですむので、経済的に安価であるという
優れた効果を奏するものである。またこの流動化処理土
施工構造体の上層と下層との間にシート状物を有するこ
とにより、上層の速硬性固化材の硬化が速やかに行わ
れ、強度的にも遜色がない構造体が得られる。According to the fluidized soil construction structure of the present invention, the fluidized soil containing the general solidified material is the lower layer of the fluidized soil construction portion, and the fluidized soil is the upper layer containing the quick-hardening material. As a result, the upper layer quick-hardening material hardens quickly, so that the construction time can be shortened. In addition, since the lower layer hardening material is a general hardening material, it is manufactured at a plant for manufacturing fluidized soil. Therefore, at the construction site, it is only necessary to prepare fluidized treated soil containing the amount of the fast-setting solidification material used in the upper layer, and work can be performed very efficiently and strength is inferior. Not what you get. Furthermore, since a small amount of the quick-hardening material can be used, it has an excellent effect of being economically inexpensive. In addition, by having a sheet between the upper layer and the lower layer of this fluidized soil construction structure, the upper layer quick-setting solidified material is quickly cured, and a structure that is comparable in terms of strength is obtained. Can be
【図１】本発明の流動化処理土施工構造体を示す断面図
である。FIG. 1 is a sectional view showing a fluidized soil construction structure of the present invention.
【図２】本発明の流動化処理土施工構造体の別の実施態
様を示す断面図である。FIG. 2 is a sectional view showing another embodiment of the fluidized soil construction structure of the present invention.
【図３】従来の流動化処理土施工構造体を示す断面図で
ある。FIG. 3 is a sectional view showing a conventional fluidized soil construction structure.
１ 道路 ２ 掘削穴 ３ ガス管等の埋設管 ４ 一般固化材を含む流動化処理土 ５ 速硬性固化材を含む流動化処理土 ６ シート状物 ７ 路盤 ８ アスファルト舗装 ９ 流動化処理土 Reference Signs List 1 road 2 excavation hole 3 buried pipe such as gas pipe 4 fluidized treated soil containing general solidified material 5 fluidized treated soil containing rapid-hardening material 6 sheet 7 roadbed 8 asphalt pavement 9 fluidized treated soil
───────────────────────────────────────────────────── フロントページの続き (72)発明者 中村 俊彦 埼玉県大宮市北袋町一丁目297番地 三菱 マテリアル株式会社セメント研究所内 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Toshihiko Nakamura 1-297 Kitabukurocho, Omiya-shi, Saitama Pref. Mitsubishi Materials Corporation Cement Research Institute
Claims (2)
含む流動化処理土であり、上層が速硬性固化材を含む流
動化処理土であることを特徴とする流動化処理土施工構
造体。1. A fluidized soil construction wherein the lower layer is a fluidized soil containing a general hardened material and the upper layer is a fluidized soil containing a fast-hardened material. Structure.
とを特徴とする請求項１に記載の流動化処理土施工構造
体。2. The fluidized soil construction structure according to claim 1, further comprising a sheet between the upper layer and the lower layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP30021496A JP3230147B2 (en) | 1996-11-12 | 1996-11-12 | Fluidized soil construction structure and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP30021496A JP3230147B2 (en) | 1996-11-12 | 1996-11-12 | Fluidized soil construction structure and its construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH10140555A true JPH10140555A (en) | 1998-05-26 |
| JP3230147B2 JP3230147B2 (en) | 2001-11-19 |
Family
ID=17882099
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP30021496A Expired - Fee Related JP3230147B2 (en) | 1996-11-12 | 1996-11-12 | Fluidized soil construction structure and its construction method |
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| Country | Link |
|---|---|
| JP (1) | JP3230147B2 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006118350A (en) * | 2005-11-14 | 2006-05-11 | Institute Of National Colleges Of Technology Japan | Road paving material, mixed with chlorofluorocarbon decomposition product base course material, mixed with chlorofluorocarbon decomposition product and manufacturing method thereof |
| CN105178131A (en) * | 2015-09-10 | 2015-12-23 | 苏州同尚工程设计咨询有限公司 | Pavement structure |
| JP2016011569A (en) * | 2014-06-30 | 2016-01-21 | タマチ電機株式会社 | Semi-solidified gravel washing soil, production method thereof and ground formation method using the same |
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|---|---|---|---|---|
| JPH06212619A (en) * | 1993-01-18 | 1994-08-02 | Tenox Corp | Foundation improving body |
| JPH06344328A (en) * | 1993-06-11 | 1994-12-20 | Kitaro Uchida | Fast-curing fluidized threaded soil and rapid construction of roadbed/road body using the same |
| JPH07275827A (en) * | 1994-04-13 | 1995-10-24 | Mitsubishi Materials Corp | Rapid hardening solidification treatment method |
| JPH08284147A (en) * | 1995-04-18 | 1996-10-29 | Kanpai:Kk | Producing vessel for fluidized treated soil |
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1996
- 1996-11-12 JP JP30021496A patent/JP3230147B2/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06212619A (en) * | 1993-01-18 | 1994-08-02 | Tenox Corp | Foundation improving body |
| JPH06344328A (en) * | 1993-06-11 | 1994-12-20 | Kitaro Uchida | Fast-curing fluidized threaded soil and rapid construction of roadbed/road body using the same |
| JPH07275827A (en) * | 1994-04-13 | 1995-10-24 | Mitsubishi Materials Corp | Rapid hardening solidification treatment method |
| JPH08284147A (en) * | 1995-04-18 | 1996-10-29 | Kanpai:Kk | Producing vessel for fluidized treated soil |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006118350A (en) * | 2005-11-14 | 2006-05-11 | Institute Of National Colleges Of Technology Japan | Road paving material, mixed with chlorofluorocarbon decomposition product base course material, mixed with chlorofluorocarbon decomposition product and manufacturing method thereof |
| JP2016011569A (en) * | 2014-06-30 | 2016-01-21 | タマチ電機株式会社 | Semi-solidified gravel washing soil, production method thereof and ground formation method using the same |
| CN105178131A (en) * | 2015-09-10 | 2015-12-23 | 苏州同尚工程设计咨询有限公司 | Pavement structure |
| CN105178131B (en) * | 2015-09-10 | 2017-07-07 | 苏州同尚工程设计咨询有限公司 | A kind of pavement structure |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3230147B2 (en) | 2001-11-19 |
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