JPS60215901A - Construction of footpath between rice fields and constructedfootpath - Google Patents

Construction of footpath between rice fields and constructedfootpath

Info

Publication number
JPS60215901A
JPS60215901A JP7475484A JP7475484A JPS60215901A JP S60215901 A JPS60215901 A JP S60215901A JP 7475484 A JP7475484 A JP 7475484A JP 7475484 A JP7475484 A JP 7475484A JP S60215901 A JPS60215901 A JP S60215901A
Authority
JP
Japan
Prior art keywords
cement
footpath
furrow
constructedfootpath
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.)
Pending
Application number
JP7475484A
Other languages
Japanese (ja)
Inventor
脇村 守
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP7475484A priority Critical patent/JPS60215901A/en
Publication of JPS60215901A publication Critical patent/JPS60215901A/en
Pending legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 零発男祉、農業用地間の境界などに設けられている、い
わゆるあぜ道の新しい構築方法および、この方法により
構築されたあぜ道に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a new method for constructing so-called furrow roads, which are provided at boundaries between agricultural lands, etc., and the furrow roads constructed by this method.

あぜ道は、上記した境界を示すだけでなく、簡易道路、
防水堤の役目を果しているのが普通で=kt・す、かつ
必要条件と角見られていることが多い。
Aze-do not only indicates the boundaries mentioned above, but also serves as a simple road,
It is normal for it to play the role of a waterproof embankment, and it is often seen as a necessary condition.

しかしながら、現実のあぜ道は、古米、土砂、れき土な
どの堤状堆積に過ぎず、境界争いの因となり、また防水
が充分でなく、水が流入流出して、水争いの原因になり
、さらに雑草、害虫の生息地となり、辰作物に悪影響を
与えることが多かったO そnvpえ、あぜ道を、セメントのような硬化剤を用い
て硬化して、水の浸透不可能、雑草害虫の生息を不可能
ないし困難にし、゛また、簡易道として便利なものにす
る特殊硬化剤の出現が望まnていたのである0 本発明は、上記の問題点を克服した、あぜ道−土壌(土
砂)に、速硬性の硬化剤を混合して、先づ、速硬性成分
により、あぜ道を速やかに所定の形に形成しておき、さ
らにセメント成分により、次の硬化に至らしめるあぜ道
の構築方法と、この方法により作られたあぜ道とを提供
することを目的とする。
However, in reality, furrows are nothing more than embankment-like accumulations of old rice, earth and sand, gravel, etc., which can cause boundary disputes, and are not sufficiently waterproof, allowing water to flow in and out, causing water conflicts. The furrows, which often become a habitat for weeds and pests and have a negative impact on chinese crops, are hardened using a hardening agent such as cement to prevent water from penetrating and prevent weeds and pests from inhabiting them. It has been desired to develop a special hardening agent that would make it impossible or difficult to use, and also make it convenient as a simple road.The present invention overcomes the above-mentioned problems, A method for constructing a furrow in which a fast-hardening agent is mixed, the furrow is first quickly formed into a predetermined shape by the fast-hardening component, and the furrow is further hardened by a cement component, and this method The purpose is to provide a footpath created by

本発明の構築方法に用いる硬化剤は、速硬成分と、セメ
ントとしての硬化力を持つセメント成分とを含むことは
、すでに述べたが、速効成分として使用する化学成分は
、コロイド状水酸化アルミニウム(その部分的脱水物を
含む。)、カルシウムアルミネート、硫酸カルシウムな
どであって、pHを緩衝調節するためなどに、さらに炭
酸ナトリウムを加えることが望ましい。
It has already been mentioned that the hardening agent used in the construction method of the present invention includes a fast-setting component and a cement component that has hardening power as a cement. (including partially dehydrated products thereof), calcium aluminate, calcium sulfate, etc., and it is desirable to further add sodium carbonate to buffer and adjust the pH.

速硬成分を具体的に言うと、硫酸アルミニウム無水物2
0〜60%(重量基準、以下同じ。)、酸化カルシウム
またFi/および水酸化カルシウム(酸化カルシウム扶
算)5′〜30%、炭酸ナトリウムθ〜10%、アルミ
ナセーメ−5どトO〜75%であって、さらに1これに
強度の発現の速い半水石膏、アルミナセメントを、これ
らの全量に対し、200%以下加えておくと、分散化が
良好に行われる。セメント成分としては、通常のポルト
ランドセメント、これに高炉の水砕スラッグ粉を加えた
高炉セメントそのほか、シリカセメント、フライアッシ
ュセメント、鉄セメント、ジェットセメント、コロイド
セメント、アルミナセメント、高硫酸塩スラグセメント
などを、それぞれの特性に応じて、用いることができる
。なお、半水石膏、アルミナセメントなどは、速硬成分
に含ませても、セメント成分に含ませても結果的には同
じである。
Specifically speaking, the quick hardening component is aluminum sulfate anhydride 2
0 to 60% (based on weight, the same applies hereinafter), calcium oxide or Fi/and calcium hydroxide (calcium oxide subtraction) 5' to 30%, sodium carbonate θ to 10%, alumina carbonate 5' to 75% Furthermore, if 200% or less of the total amount of hemihydrate gypsum or alumina cement, which quickly develops strength, is added to this, good dispersion can be achieved. Cement ingredients include regular Portland cement, blast furnace cement made by adding granulated blast furnace slag powder, silica cement, fly ash cement, iron cement, jet cement, colloid cement, alumina cement, high sulfate slag cement, etc. can be used depending on the characteristics of each. Incidentally, whether gypsum hemihydrate, alumina cement, etc. are included in the quick-hardening component or in the cement component, the result is the same.

本発明の実施例の1例を述べると、次のとおりである。An example of the embodiment of the present invention is as follows.

速硬成分として、硫酸ア゛ルミニウム10%生石灰20
%、ンーグ灰10%、アルミナセメント60%を充分混
合したもの、セメント成分として、ポルトランドセメン
ト60部、高虐スラッグ30部、石膏c1sO4・O,
、5H20として10sを混合したものを用意し、例え
ば、前者を20部、!者を80部の割合!−渾−合する
。この混合物25kLiあたりの、硬化可能容積は、約
0.15〜0.3ばである。被処理あぜ道の性質として
、含水率が最重要物性で、手で握って、団塊を作り得る
範囲が望ましく、団塊が生じない場合には水分を補充し
、また、指の間から、土壌がはみ出す場合には、乾燥時
期を選ぶ必要がある。作業は耕運機、鍬など適宜道具で
、前記混合物とあぜ土とを充分混合する。処理深さは、
歩行と防草のためだけであれば、約10c#Iで充分で
あるが、水の流出、流入を防止する場合には、巾を犠牲
にしても、充分深くする必要がある。
As a quick hardening component, aluminum sulfate 10% quicklime 20%
%, a mixture of 10% Ng ash and 60% alumina cement, cement components: 60 parts of Portland cement, 30 parts of high-grade slag, gypsum c1sO4・O,
, prepare a mixture of 10s as 5H20, for example, 20 parts of the former, ! 80 copies! -To join together. The curable volume per 25 kLi of this mixture is approximately 0.15 to 0.3 Ba. The most important physical property of the furrow to be treated is moisture content, and it is desirable that it be within the range where it can be squeezed with the hands to form nodules.If no nodules do not form, water should be replenished, and the soil will protrude between the fingers. In some cases, it is necessary to choose the drying period. In the work, the mixture and furrow soil are sufficiently mixed using an appropriate tool such as a cultivator or a hoe. The processing depth is
Approximately 10 c#I is sufficient for walking and weed control, but if you want to prevent water from flowing out or flowing in, it is necessary to make it sufficiently deep, even at the cost of width.

本発明のあぜ道構築方法は、いわゆるヘドロに用いて、
早期硬化させることができ、′また、家屋の土壁に用い
て、早期乾燥同化を図ることができる。
The furrow construction method of the present invention is used for so-called sludge,
It can be cured early and can also be used on earthen walls of houses to achieve early drying and assimilation.

上記のとおり、本発明のあぜ道構築方法は、あぜ道を構
成する土壌に、団塊を保ち得る程度の固状を保った状態
で、セメント成分と、速硬成分とを含んだ硬化剤を混合
し、流動状mt−作ることなく、単時間(数時間〜1日
)で硬化させ、また長年月にわたって、硬度を保持でき
るものであって、鍬その他の混合器具で簡単に施工でき
る効果があり、ヘドロその他、砂をほとんど含まない対
象に対しても充分な効果を奏する。
As described above, the method for constructing a footpath of the present invention involves mixing a hardening agent containing a cement component and a quick-hardening component into the soil constituting the footpath while keeping the soil solid enough to maintain nodules. Fluid mt-It hardens in a single hour (several hours to a day) without any preparation, and can maintain its hardness for many years. It is also effective against targets that contain almost no sand.

Claims (1)

【特許請求の範囲】 l 硫酸アルミニウム無水物10〜40重量%、酸化カ
ルシウムとして30〜60重量%の酸化カルシウムおよ
び/または水酸化カルシウム、炭酸ナトリウム25重量
%以下金含み、仁れらに対して、半水石膏、アルミナセ
メントから選んだ1以上を加えた速硬成分と;セメント
成分と;′あぜ道を構成する土壌と;を団塊を形成し得
る程度の含水率で混合し、硬化毎せることを特徴とする
あぜ道の構築方法0 2 硫酸アルミニウム無水物10〜40重量%、酸化カ
ルシク、ムとして30〜60重量%の酸化カルシウムお
よび/または水酸化カルシウム、炭酸ナトリウム25重
量%以下を含み、これらに対して、半水石膏、アルミナ
セメントから選んだ1以上を加えた速硬成分と;セメン
ト成せと;あぜ道を構成する土壌上の混合により硬化し
たあぜ道。
[Claims] l 10 to 40% by weight of aluminum sulfate anhydride, 30 to 60% by weight of calcium oxide and/or calcium hydroxide, sodium carbonate containing up to 25% of gold, relative to Nire et al. A quick-hardening component containing at least one selected from gypsum, hemihydrate, and alumina cement; the cement component; and the soil constituting the footpath are mixed at a moisture content that is sufficient to form nodules and allowed to harden. Method for constructing a furrow characterized by In contrast, a fast-hardening component containing one or more selected from hemihydrate gypsum and alumina cement;
JP7475484A 1984-04-12 1984-04-12 Construction of footpath between rice fields and constructedfootpath Pending JPS60215901A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7475484A JPS60215901A (en) 1984-04-12 1984-04-12 Construction of footpath between rice fields and constructedfootpath

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7475484A JPS60215901A (en) 1984-04-12 1984-04-12 Construction of footpath between rice fields and constructedfootpath

Publications (1)

Publication Number Publication Date
JPS60215901A true JPS60215901A (en) 1985-10-29

Family

ID=13556370

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7475484A Pending JPS60215901A (en) 1984-04-12 1984-04-12 Construction of footpath between rice fields and constructedfootpath

Country Status (1)

Country Link
JP (1) JPS60215901A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018109323A (en) * 2017-01-05 2018-07-12 デンカ株式会社 Soil pavement material

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018109323A (en) * 2017-01-05 2018-07-12 デンカ株式会社 Soil pavement material

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