JPS5853315Y2 - Shoring material for waterway construction - Google Patents

Shoring material for waterway construction

Info

Publication number
JPS5853315Y2
JPS5853315Y2 JP1978078194U JP7819478U JPS5853315Y2 JP S5853315 Y2 JPS5853315 Y2 JP S5853315Y2 JP 1978078194 U JP1978078194 U JP 1978078194U JP 7819478 U JP7819478 U JP 7819478U JP S5853315 Y2 JPS5853315 Y2 JP S5853315Y2
Authority
JP
Japan
Prior art keywords
waterway
water
water passage
panel
side walls
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
JP1978078194U
Other languages
Japanese (ja)
Other versions
JPS53166527U (en
Inventor
嗣彦 桐井
Original Assignee
桐井合資会社
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 桐井合資会社 filed Critical 桐井合資会社
Priority to JP1978078194U priority Critical patent/JPS5853315Y2/en
Publication of JPS53166527U publication Critical patent/JPS53166527U/ja
Application granted granted Critical
Publication of JPS5853315Y2 publication Critical patent/JPS5853315Y2/en
Expired legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Landscapes

  • Sewage (AREA)

Description

【考案の詳細な説明】 この考案は特に湿田等の湿地帯の余剰水(地下水、地表
浸透水または湧水などという。
[Detailed explanation of the invention] This invention is particularly suited to the surplus water (groundwater, surface seepage water, spring water, etc.) in wetlands such as wetlands.

)を取排水するための水路に関するもので、コンクリー
ト製に拘らず圧縮応力にすぐれた一体構造の湿田用の水
路の構造を提供する。
) This relates to a waterway for taking in and draining water, and provides a structure for a waterway for wet fields that has an integral structure with excellent compressive stress, regardless of whether it is made of concrete.

従来、湿田等の湿地帯の土地改良において、余剰水を排
水する手段として、取水孔を有する塩化ビニル等からな
る有孔管を地下に埋設することが行なわれてきたが、有
孔管の取水孔では有孔管理設時に同管周囲に、そだやぐ
り石等を敷設しても、水あか、土砂等で短期間のうちに
目づまりして取水能力がほとんどなくなる欠点があった
Traditionally, in land improvement in wetlands such as wetlands, a method of draining excess water has been to bury perforated pipes made of vinyl chloride, etc., with water intake holes underground. Even if holes were laid with stones, etc. around the pipes during construction, they would become clogged with water scale, sediment, etc. in a short period of time, resulting in almost no water intake capacity.

しかも、一旦埋設すると、その機能が低下しても同有孔
管の機能回復は望み得ない場合がある。
Moreover, once buried, it may not be possible to recover the function of the perforated pipe even if its function deteriorates.

本考案の目的は上記した従来の欠点を除去することがで
きる湿田等用の水路を提供することである。
The object of the present invention is to provide a waterway for wet fields etc. which can eliminate the above-mentioned conventional drawbacks.

次に、本考案の一実施例を図面にしたがって説明する。Next, an embodiment of the present invention will be described with reference to the drawings.

本例の水路構築用の支保材は、底部1と左右の側部2,
2、ならびに上部3を主要部とし、コンクリートで略枠
形に一体成型され、この空間状の窓部が水を通す通水部
4となる。
The supporting material for constructing the waterway in this example consists of a bottom part 1, left and right side parts 2,
2 and the upper part 3 are integrally molded with concrete into a substantially frame shape, and this space-like window becomes a water passage part 4 through which water passes.

そして、この通水部4の大小は水路Tの有効な幅および
深さによって決まる。
The size of this water passage portion 4 is determined by the effective width and depth of the water channel T.

しかして、本例の支保材はパネル6の支保用としてコン
クリート材より成型される一方、前記パネル6はコンク
リート材より長方形の平板状に成型されるとともに水路
Tの構築時には複数段のパネル6で水路の両側壁を構成
することによって水路の両側上を支持し、この側壁の通
水手段として図示のようにパネル6の下部長辺に沿って
細長状の欠間部を設けて前記側壁の通水長孔6aにしで
ある。
Therefore, while the shoring material of this example is molded from concrete material for supporting the panel 6, the panel 6 is molded from concrete material into a rectangular flat plate shape, and when constructing the waterway T, the panels 6 are formed in multiple stages. By constructing both side walls of the water channel, both sides of the water channel are supported, and an elongated gap is provided along the lower side of the panel 6 as shown in the figure to provide water passage through the side wall. This is the water elongated hole 6a.

引続いて、上記のように構成された実施例の作用及び効
果を説明する。
Subsequently, the functions and effects of the embodiment configured as described above will be explained.

初めに、本例の支保材による水路構築の概要を述べると
、水路Tを構築すべき部分の土砂を取り除いて堀り割り
を作り、この堀り割り内に多数の支保材を等間隔に配設
するとともに、各支保材の左右の側部2,2に沿って数
枚(図は3枚のもの)のパネル6を、その長辺側にてつ
み重ねてから各パネル6よりなる側壁の外側に土砂をも
つ付け、各パネル6を土砂の土圧で各側部2にそれぞれ
押接して水路Tを構成する(第3図参照)。
First, to give an overview of the construction of a waterway using shoring materials in this example, the earth and sand are removed from the area where the waterway T is to be constructed, a trench is created, and a large number of shoring materials are placed at equal intervals within this trench. At the same time, several panels 6 (three panels are shown in the figure) are stacked along the left and right sides 2, 2 of each shoring material on their long sides, and then the side walls made of each panel 6 are stacked. Sediment is applied to the outside, and each panel 6 is pressed against each side portion 2 by the earth pressure of the earth and sand to form a waterway T (see Fig. 3).

このように水路Tの底部および側壁の通水長孔6aから
水路T周囲の余剰水を取水して排水するための湿田の水
路Tが構築されるため、大きい土圧が支保材に加わる湿
田等の水路Tであっても枠状の支保材の剛性が高くなり
、耐久性にすぐれた水路Tを構築することができる。
In this way, the wetland waterway T is constructed to take in and drain excess water around the waterway T from the water passage slots 6a in the bottom and side walls of the waterway T, so large earth pressure is applied to the supporting materials such as wetland fields. Even in the case of a waterway T, the rigidity of the frame-shaped supporting material is increased, making it possible to construct a waterway T with excellent durability.

次に、他の例として第4図に示す水路T1を説明すると
、図示中央を畦畔Rで区切った2枚の水田Wの図示左右
側縁にそれぞれ水路T□を構築し、図示左側の水田Wの
余剰水は図示左側の水路T1にて、図示右側の水田Wの
余剰水は図示右側の水路T1にてそれぞれ取排水すると
ともに、図示側水路T1.T1の上面を別設の蓋用パネ
ル6bにて覆蓋すると、この蓋用パネル6bに畦道にす
ることができる。
Next, to explain the waterway T1 shown in FIG. 4 as another example, a waterway T□ is constructed on the left and right side edges of two rice fields W separated by a ridge R in the center of the drawing, and The surplus water of rice field W is taken out and discharged through the waterway T1 on the left side of the figure, and the surplus water of the rice field W on the right side of the figure is taken out and discharged through the waterway T1 on the right side of the figure. When the upper surface of T1 is covered with a separate lid panel 6b, a ridge can be formed on this lid panel 6b.

すなわち、本考案は請求の範囲に記載された構成により
、強度的にすぐれ、特に湿田等では、その余剰水を取水
したり、排水したりすることができ、また、軟弱な農地
でも、その施工が容易となす、シかも、はぼ設計通りに
水路を構築することができるという本考案特有の構成に
よ特有の特長がある。
In other words, the present invention has excellent strength due to the configuration described in the claims, can take in and drain excess water especially in wet fields, and can be easily constructed even in weak farmland. The unique structure of the present invention has the unique feature that it is easy to construct a waterway according to the design.

なお、本考案の支保材をレジンコンクリート等の材料よ
り形成してもよい。
Note that the supporting material of the present invention may be formed from a material such as resin concrete.

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

図は本考案の一実施例を示し、第1図は支保材の正面図
、第2図は同じく側面図、第3図は水路の態様を示す一
部切断斜視図、第4図は水田用の水路を示す説明図であ
る。 1・・・・・・底部、2・・・・・・側部、3・・・・
・・上部、4・・・・・・通水部、6・・・・・・パネ
ル、6a・・・・・・通水長孔、T、T、・・・・・・
水路。
The figures show one embodiment of the present invention, in which Fig. 1 is a front view of the shoring material, Fig. 2 is a side view, Fig. 3 is a partially cutaway perspective view showing the mode of waterways, and Fig. 4 is for paddy fields. FIG. 1...bottom, 2...side, 3...
...Top, 4...Water passage, 6...Panel, 6a...Water passage long hole, T, T,...
Waterway.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 水路の底上上に横設される底部1と同底部1の両側に立
設されて前記水路の両側壁の土圧を受圧する両側部2,
2と同両側部2,2の上端を連結して前記水路上方に横
架される上部3とより形成される窓部が通水部4となる
枠形に一体成型されてなる支保材と、同支保材を介して
保持される複数段のパネル6よりなる両側壁にて構成さ
れた水路であって、しかも、前記パネル6の通水手段と
して同パネル6の下部長辺に沿って細長状の欠間部6a
を凹設して前記側壁の通水個所になしたことを特徴とす
る湿田等用の水路。
a bottom part 1 installed horizontally on the bottom of the waterway; both side parts 2 erected on both sides of the bottom part 1 to receive earth pressure from both side walls of the waterway;
2 and an upper part 3 that connects the upper ends of both side parts 2 and 2 and is suspended horizontally above the waterway; It is a waterway composed of both side walls made up of multiple tiers of panels 6 held through the same supporting material, and has an elongated shape along the lower side of the panel 6 as a water passage means for the panel 6. gap 6a
A waterway for wet fields, etc., characterized in that the water passage is recessed to form a water passage portion of the side wall.
JP1978078194U 1978-06-07 1978-06-07 Shoring material for waterway construction Expired JPS5853315Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1978078194U JPS5853315Y2 (en) 1978-06-07 1978-06-07 Shoring material for waterway construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1978078194U JPS5853315Y2 (en) 1978-06-07 1978-06-07 Shoring material for waterway construction

Publications (2)

Publication Number Publication Date
JPS53166527U JPS53166527U (en) 1978-12-27
JPS5853315Y2 true JPS5853315Y2 (en) 1983-12-05

Family

ID=28995053

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1978078194U Expired JPS5853315Y2 (en) 1978-06-07 1978-06-07 Shoring material for waterway construction

Country Status (1)

Country Link
JP (1) JPS5853315Y2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4529086Y1 (en) * 1966-10-01 1970-11-09

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4529086Y1 (en) * 1966-10-01 1970-11-09

Also Published As

Publication number Publication date
JPS53166527U (en) 1978-12-27

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