JPS6343223Y2 - - Google Patents

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Publication number
JPS6343223Y2
JPS6343223Y2 JP7797883U JP7797883U JPS6343223Y2 JP S6343223 Y2 JPS6343223 Y2 JP S6343223Y2 JP 7797883 U JP7797883 U JP 7797883U JP 7797883 U JP7797883 U JP 7797883U JP S6343223 Y2 JPS6343223 Y2 JP S6343223Y2
Authority
JP
Japan
Prior art keywords
water
block
permeable
ground
underdrain
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
JP7797883U
Other languages
Japanese (ja)
Other versions
JPS59183919U (en
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 filed Critical
Priority to JP7797883U priority Critical patent/JPS59183919U/en
Publication of JPS59183919U publication Critical patent/JPS59183919U/en
Application granted granted Critical
Publication of JPS6343223Y2 publication Critical patent/JPS6343223Y2/ja
Granted legal-status Critical Current

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

Description

【考案の詳細な説明】 本考案は造成地の雨水の集排水を行う暗渠を構
築する暗渠用透水ブロツクに関するものである。
[Detailed Description of the Invention] The present invention relates to a water-permeable block for an underdrain for constructing an underdrain for collecting and draining rainwater in a developed area.

一般に山などを崩して田や畑、牧草地、ゴルフ
場、果樹園あるいは運動場などを造成する場合、
造成地の地盤が軟弱であるため、大雨が降ると浮
力により土が浮かされると共に水圧によつて押し
流され、土砂崩れが発生することがある。また造
成地は草や木などによる滞水効果が少ないため、
大雨が降ると、地表面を急速に流れて、下流にお
いて一時的に出水し、いわゆる鉄砲水となること
もある。また排水性の悪い果樹園やゴルフ場で
は、作物や芝の根ぐされの原因となることが多
い。
Generally, when demolishing mountains etc. to create rice fields, fields, pastures, golf courses, orchards, or sports fields, etc.
Because the ground in the site is soft, when it rains heavily, the buoyancy of the soil causes it to float, and the water pressure washes it away, which can lead to landslides. In addition, developed land has little water retention effect due to grass, trees, etc.
When heavy rain falls, water flows rapidly over the ground and can cause temporary flooding downstream, resulting in so-called flash floods. In addition, in orchards and golf courses with poor drainage, it often causes crops and grass to become rooted.

このような造成地における土砂崩れや鉄砲水な
どの災害発生や植物の根ぐされを防止するため、
一般に造成地の地中に暗渠を設けて、雨水を地中
に浸み込ませて集め、これを地中を通して排水す
ることが行われている。
In order to prevent disasters such as landslides and flash floods in such developed areas, and to prevent plants from being uprooted,
Generally, a culvert is installed underground in a developed area to allow rainwater to seep into the ground, collect it, and then drain it through the ground.

従来、このような暗渠1を構築する方法として
は、例えば第1図に示すように小枝2を集めて長
さ2m程度に束ねた粗朶(ソダ)3をフイルター
材として用い、地面4に堀つた溝5内に有孔の硬
質プラスチツクパイプ6を通して、この上にフイ
ルター材となる粗朶3をのせ、地中に埋めて暗渠
1を構築していた。
Conventionally, as shown in Fig. 1, a conventional method for constructing such a culvert 1 is to use a soda 3 made by collecting twigs 2 and bundling them to a length of about 2 m as a filter material, and digging it in the ground 4. A perforated hard plastic pipe 6 was passed through the trench 5, a slag 3 serving as a filter material was placed on top of the pipe 6, and the underdrain 1 was constructed by burying it underground.

しかしながらこのようにフイルター材として粗
朶3を用いたものは、小枝2の束ね方により外形
が不均一となり、形状が一定しないため、施工性
が悪い上、長い間に地表面が沈んで凹みを生ずる
などの問題がある。また粗朶3は小枝2を集めて
束ねるため、小枝2の入手が近年不足してきてい
る上に、人手によるコストが高くなり、施工費が
年々高くなつてきている。
However, in the case of using the coarse sludge 3 as a filter material, the outer shape becomes uneven due to the way the twigs 2 are bundled, and the shape is not constant, so it is not easy to construct, and the ground surface sinks over a long period of time, causing dents. There are problems such as. In addition, since the twigs 2 are collected and bundled in the twigs 3, the twigs 2 have been in short supply in recent years, and the cost of manpower has increased, making construction costs higher year by year.

このため、近年は粗朶3の代りに第2図に示す
ようにフイルター材として砕石7を埋込んで暗渠
1を構築することが多くなつてきた。
For this reason, in recent years, as shown in FIG. 2, instead of the culvert 3, it has become common to construct the underdrain 1 by embedding crushed stone 7 as a filter material.

しかしながらこの砕石7を用いる構造では、特
に軟弱土の所では溝5が崩れ易く、砕石7を投入
しても泥が侵入して一定形状の暗渠1を作ること
ができず、しかも砕石7の運搬のために、ダンプ
カーの専用仮設道を作る必要があり、コストが高
くなるなどの欠点があつた。
However, in this structure using crushed stone 7, the groove 5 tends to collapse, especially in areas with soft soil, and even if crushed stone 7 is thrown in, mud enters and it is not possible to create a culvert 1 of a certain shape. Therefore, it was necessary to create a temporary road exclusively for dump trucks, which had the disadvantage of increasing costs.

本考案はかかる点に鑑み種々研究を行つた結
果、施工が容易な上、工場生産が可能で安価であ
り、しかも長期間に亘つて安定した集排水作用を
良好に維持することができる暗渠用透水ブロツク
を開発したものである。
The present invention was developed as a result of various studies in consideration of these points, and was developed as an underdrain system that is easy to construct, can be produced in a factory, is inexpensive, and can maintain a stable water collection function over a long period of time. This is a water-permeable block developed.

以下本考案を図面に示す実施例を参照して詳細
に説明する。
The present invention will be described in detail below with reference to embodiments shown in the drawings.

第3図および第4図は本考案の一実施例を示す
もので、この透水ブロツク8は木片9とアスフア
ルト10とを混合して加圧成型した直方体状のブ
ロツク本体11内の底部側に、その長手方向に沿
つて有孔の硬質プラスチツクパイプ6を挿着し
て、これを通水路12としたものである。
FIGS. 3 and 4 show an embodiment of the present invention. This water-permeable block 8 has a rectangular parallelepiped-shaped block main body 11 made of a mixture of wood chips 9 and asphalt 10 and molded under pressure. A perforated hard plastic pipe 6 is inserted along its longitudinal direction to form a passageway 12.

前記木片9としてはチツプ状のもの、ブロツク
状のものなど何れの形状でも良く、その大きさも
任意で良い。この木片9とアスフアルト10とを
適宜の混合比で混合し、これを加熱しながら加圧
成型して直方体状のブロツク本体11を形成す
る。この場合、木片9とアスフアルト10との混
合比は、木片9の表面全体がアスフアルト10で
覆われ、しかも木片9,9同志の粘着が得られる
程度で良い。また成型圧力は木片9が潰れず、木
片9,9間に適度の隙間が形成され、透水ブロツ
ク8の運搬や埋設時に崩れない程度の強度が保持
されれば良い。
The wood piece 9 may have any shape, such as a chip or a block, and its size may be arbitrary. The wood chips 9 and asphalt 10 are mixed at an appropriate mixing ratio, and the mixture is pressed and molded while heating to form a block body 11 in the shape of a rectangular parallelepiped. In this case, the mixing ratio of the wood pieces 9 and the asphalt 10 may be such that the entire surface of the wood pieces 9 is covered with the asphalt 10 and the pieces of wood 9 stick together. Further, the molding pressure should be such that the wooden pieces 9 are not crushed, an appropriate gap is formed between the wooden pieces 9, and the strength is maintained to the extent that the water-permeable block 8 does not collapse when being transported or buried.

また通水路12となる硬質プラスチツクパイプ
6としては、例えば硬質ポリエチレンパイプや塩
化ビニールパイプを用い、壁面に多数の通水孔1
3を形成した有孔パイプを用いる。なお加圧成型
時には木片9とアスフアルト10を混合した混合
物に、有孔の硬質プラスチツクパイプ6を埋め込
んで、一体に加圧成型する。
Further, as the hard plastic pipe 6 that becomes the water passage 12, for example, a hard polyethylene pipe or a vinyl chloride pipe is used, and a large number of water holes 1 are formed on the wall surface.
3. Use a perforated pipe. At the time of pressure molding, a perforated hard plastic pipe 6 is embedded in a mixture of wood chips 9 and asphalt 10, and the mixture is pressure molded into one piece.

このように工場で成型した直方体ブロツク状の
透水ブロツク8を造成地に運び、ここに堀つた溝
5内に連結して複数個並べ、土をかぶせて第5図
に示すように暗渠1を構築するものである。
The rectangular parallelepiped block-shaped water-permeable blocks 8 molded in the factory as described above are carried to the development site, and a plurality of blocks are connected and lined up in the trench 5 dug here, and then covered with soil to construct the culvert 1 as shown in Fig. 5. It is something to do.

このように形成された暗渠1は透水ブロツク8
が、木片9によりブロツク状に成型されているの
でフイルター材として透水性に富み、地表面を流
れる雨水を吸収して集水し、木片9,9間に滞水
させ、更に硬質プラスチツクパイプ6の壁面に形
成した通水孔13を通つてパイプ内に流入し、こ
こを通水路12として排水されるものである。
The culvert 1 formed in this way has a water permeable block 8
However, since it is formed into a block shape by the wooden pieces 9, it is highly permeable as a filter material, absorbs and collects rainwater flowing on the ground surface, and makes the water stay between the wooden pieces 9, and furthermore, the hard plastic pipe 6 Water flows into the pipe through a water passage hole 13 formed in the wall surface, and is drained there as a passageway 12.

また木片9はアスフアルト10により表面が被
覆されているので、木片9の防腐作用をなし、水
分を含んだ状態や、乾燥した状態が繰り返されて
も腐ることなく、長期間に亘つて良好な透水性や
滞水性を保持することができる。しかもアスフア
ルト10の接着作用により、ブロツク形状を長期
間に亘つて保持することができると共に、加圧成
型しているので内部が均一で、適度の強度を有
し、長期間に亘つて地表の凹みを防止することも
できる。
In addition, since the surface of the wood piece 9 is coated with asphalt 10, it has a preservative effect on the wood piece 9, and does not rot even if it is repeatedly exposed to moisture or dry conditions, and has good water permeability for a long period of time. It can maintain its properties and water retention properties. Moreover, due to the adhesive action of Asphalt 10, the shape of the block can be maintained for a long period of time, and since it is pressure-molded, the inside is uniform and has appropriate strength, so it can be used for a long period of time to prevent depressions in the ground surface. It can also be prevented.

また透水ブロツク8は安価な木片9やアスフア
ルト10を用い、工場での量産が可能であるの
で、安価に製造できると共に、成型が容易である
ので、所望の形状や大きさのものを得ることがで
きる。また本考案の透水ブロツク8は、木片9を
素材としているので軽量であり、運搬が容易であ
る。また一定形状のブロツクに成型されているの
で、軟弱土の溝5内に埋設する場合でも溝5の崩
れによる影響がなく計設通りの暗渠排水路を形成
でき、施工が極めて容易で、施工費は従来の約3
分の1に低減することができる。
In addition, the water-permeable block 8 can be mass-produced in a factory using inexpensive pieces of wood 9 or asphalt 10, so it can be manufactured at low cost and can be easily molded, so it is possible to obtain the desired shape and size. can. Furthermore, since the water-permeable block 8 of the present invention is made of a piece of wood 9, it is lightweight and easy to transport. In addition, since it is molded into a block of a certain shape, even when buried in a trench 5 of soft soil, the underdrain drainage channel can be formed as planned without being affected by the collapse of the trench 5, making construction extremely easy and cost-effective. is about 3
It can be reduced to 1/2.

第6図乃至第13図は夫々異なる本考案の他の
実施例を示すものである。
FIGS. 6 to 13 show other embodiments of the present invention, respectively.

第6図は有孔の硬質プラスチツクパイプ6の下
面に、塩化ビニールなどのプラスチツクシート1
4を巻き付けた透水ブロツク8である。この透水
ブロツク8は暗渠1内の下部からしみ出してくる
泥水によつて硬質プラスチツクパイプ6の通水孔
13が塞がれるのを、プラスチツクシート14に
より防止することができる。
Figure 6 shows a plastic sheet 1 made of vinyl chloride etc. on the underside of a perforated hard plastic pipe 6.
This is a water-permeable block 8 with 4 wrapped around it. This water permeable block 8 can prevent the water passage hole 13 of the hard plastic pipe 6 from being blocked by muddy water seeping out from the lower part of the underdrain 1 by means of the plastic sheet 14.

第7図は、通水路12を硬質プラスチツクパイ
プ6を用いずに空洞15で形成したものである。
またブロツク本体11は、上部側を大きな木片9
で、下部側を細かい木片9で緻密に成型し、泥の
侵入を防止したものである。
In FIG. 7, the water passage 12 is formed by a cavity 15 without using the hard plastic pipe 6.
In addition, the block body 11 has a large piece of wood 9 on the upper side.
The lower part is precisely molded with fine pieces of wood 9 to prevent mud from entering.

この透水ブロツク8を製造する場合、鉄パイプ
を芯金として型内に入れ、ここに木片9とアスフ
アルト10の混合物を入れて加圧成型した後、芯
金を引き抜くことにより、壁面が多孔の通水孔1
3となつた空洞15が形成される。
When manufacturing this water-permeable block 8, an iron pipe is put into a mold as a core metal, a mixture of wood chips 9 and asphalt 10 is put therein, pressure molded, and the core metal is pulled out, so that the wall surface becomes a porous hole. water hole 1
A cavity 15 having a diameter of 3 is formed.

また第8図はブロツク本体11の底部側に塩化
ビニールシートなど、プラスチツクシート14を
一体に接着したものである。
Further, in FIG. 8, a plastic sheet 14 such as a vinyl chloride sheet is integrally bonded to the bottom side of the block body 11.

更に第9図はブロツク本体11の全面を、繊維
や金属のネツト16で包んで囲み、外面を補強し
たもので、成型時に一体に接着して形成する。こ
のように補強材としてネツト16で外面を囲むこ
とにより運搬や施工時の表面の崩れを防止して、
所定の形状を保持することができる。
Further, in FIG. 9, the entire surface of the block body 11 is surrounded by a fiber or metal net 16 to reinforce the outer surface, and the blocks are bonded together during molding. In this way, by surrounding the outer surface with the net 16 as a reinforcing material, it is possible to prevent the surface from collapsing during transportation and construction.
A predetermined shape can be maintained.

第10図はブロツク本体11の角部にプラスチ
ツクの枠17を取付けて、角部を補強したもので
ある。
In FIG. 10, a plastic frame 17 is attached to the corner of the block body 11 to reinforce the corner.

また第11図はブロツク本体11を凸形に形成
したもので、この突起部18を土止めとして地面
4から一部突出させて地中に埋設したものであ
る。この場合、地面4から突出した突起部18が
土止めとなり、山側から流れてきた土砂をここで
堰止めて、この上を乗り越えて雨水だけが流れて
落下し、地中の暗渠1に集水されるようにしたも
のである。
Further, FIG. 11 shows a block body 11 formed in a convex shape, and this protrusion 18 is used as a earth stop and is partially protruded from the ground 4 and buried in the ground. In this case, the protrusion 18 protruding from the ground 4 acts as a dam, stopping the earth and sand flowing from the mountain side, allowing only rainwater to flow over the top and fall, collecting the water in the underground culvert 1. It was designed so that

また第12図はブロツク本体11をL字形に形
成し、第11図の透水ブロツク8と同様に地面4
に突出させた突起部18を土止めとしたものであ
る。
In addition, in FIG. 12, the block body 11 is formed into an L shape, and the ground 4 is similar to the water-permeable block 8 in FIG.
The protrusion 18 protruding from above is used as an earth stop.

更に第13図は他の使用方法を示すもので住宅
19の軒下に沿つて、透水ブロツク8を埋設して
暗渠1としたものである。これは通常、雨水の排
水は軒下の地面4にU字溝ブロツクを設けて排水
しているが、本考案の透水ブロツク8を用いれ
ば、敷地内を有効に利用することができる。
Furthermore, FIG. 13 shows another method of use, in which water-permeable blocks 8 are buried along the eaves of a house 19 to form a culvert 1. Normally, rainwater is drained by installing a U-shaped groove block on the ground 4 under the eaves, but by using the permeable block 8 of the present invention, the site can be used effectively.

以上説明した如く、本考案に係る暗渠用透水ブ
ロツクによれば、施工が容易な上、工場生産が可
能で、安価に製造でき、しかも長期間に亘つて安
定した集排水作用を良好に維持でき、特に軟弱地
盤の造成地における暗渠の構築に顕著な効果を発
揮することができる。
As explained above, the permeable block for underdrain according to the present invention is easy to construct, can be manufactured in a factory, can be manufactured at low cost, and can maintain a stable water collection function over a long period of time. This can be particularly effective in constructing culverts in areas with soft ground.

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

第1図は従来の粗朶を用いた暗渠の断面図、第
2図は従来の砕石を用いた暗渠の断面図、第3図
は本考案の一実施例による透水ブロツクの斜視
図、第4図は第3図の透水ブロツクの断面図、第
5図は第3図の透水ブロツクを用いて構築した暗
渠の断面図、第6図乃至第13図は夫々異なる本
考案の他の実施例を示すもので、第6図乃至第8
図は透水ブロツクの断面図、第9図および第10
図は補強を設けた透水ブロツクの斜視図、第11
図および第12図は土止めを兼ねた暗渠の断面
図、第13図は軒下の排水溝として用いた暗渠の
断面図である。 1……暗渠、2……小枝、3……粗朶、5……
溝、6……プラスチツクパイプ、7……砕石、8
……透水ブロツク、9……木片、10……アスフ
アルト、11……ブロツク本体、12……通水
路、13……通水孔、14……プラスチツクシー
ト、15……空洞、16……ネツト、17……
枠、18……突起部、19……住宅。
Fig. 1 is a sectional view of a conventional underdrain using a sluice, Fig. 2 is a sectional view of a conventional culvert using crushed stone, Fig. 3 is a perspective view of a permeable block according to an embodiment of the present invention, and Fig. 4 is a cross-sectional view of the permeable block shown in Fig. 3, Fig. 5 is a cross-sectional view of an underdrain constructed using the permeable block shown in Fig. 3, and Figs. 6 to 13 respectively show other embodiments of the present invention. Figures 6 to 8
The figures are cross-sectional views of the water-permeable block, Figures 9 and 10.
The figure is a perspective view of a permeable block with reinforcement, No. 11.
Figures 1 and 12 are cross-sectional views of a culvert that also serves as an earth stop, and Figure 13 is a cross-sectional view of a culvert used as a drainage ditch under the eaves. 1... culvert, 2... twig, 3... stubble, 5...
Groove, 6... Plastic pipe, 7... Crushed stone, 8
... Water permeable block, 9 ... Wood piece, 10 ... Asphalt, 11 ... Block body, 12 ... Water passage, 13 ... Water hole, 14 ... Plastic sheet, 15 ... Hollow, 16 ... Net, 17...
Frame, 18... Protrusion, 19... House.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 木片とアスフアルトを混合して加圧成型した直
方体状のブロツク本体内に、その長手方向に沿つ
て有孔壁面の通水路を形成したことを特徴とする
暗渠用透水ブロツク。
A water-permeable block for an underdrain, characterized in that a perforated wall passageway is formed along the longitudinal direction in a rectangular parallelepiped-shaped block body made by pressure-molding a mixture of wood chips and asphalt.
JP7797883U 1983-05-24 1983-05-24 Water permeable block for underdrain Granted JPS59183919U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7797883U JPS59183919U (en) 1983-05-24 1983-05-24 Water permeable block for underdrain

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7797883U JPS59183919U (en) 1983-05-24 1983-05-24 Water permeable block for underdrain

Publications (2)

Publication Number Publication Date
JPS59183919U JPS59183919U (en) 1984-12-07
JPS6343223Y2 true JPS6343223Y2 (en) 1988-11-11

Family

ID=30207989

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7797883U Granted JPS59183919U (en) 1983-05-24 1983-05-24 Water permeable block for underdrain

Country Status (1)

Country Link
JP (1) JPS59183919U (en)

Also Published As

Publication number Publication date
JPS59183919U (en) 1984-12-07

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