JPS5835729Y2 - Youheki European oysters - Google Patents

Youheki European oysters

Info

Publication number
JPS5835729Y2
JPS5835729Y2 JP1975019662U JP1966275U JPS5835729Y2 JP S5835729 Y2 JPS5835729 Y2 JP S5835729Y2 JP 1975019662 U JP1975019662 U JP 1975019662U JP 1966275 U JP1966275 U JP 1966275U JP S5835729 Y2 JPS5835729 Y2 JP S5835729Y2
Authority
JP
Japan
Prior art keywords
filter
adhesive
pipe
particles
water
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
JP1975019662U
Other languages
Japanese (ja)
Other versions
JPS51101603U (en
Inventor
邦夫 梶原
宏 栢森
朗 金田
清 北村
Original Assignee
旭化成株式会社
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 旭化成株式会社 filed Critical 旭化成株式会社
Priority to JP1975019662U priority Critical patent/JPS5835729Y2/en
Publication of JPS51101603U publication Critical patent/JPS51101603U/ja
Application granted granted Critical
Publication of JPS5835729Y2 publication Critical patent/JPS5835729Y2/en
Expired legal-status Critical Current

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  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Retaining Walls (AREA)
  • Filtering Materials (AREA)

Description

【考案の詳細な説明】 本考案は、擁壁あるいは用水路の壁の背面に設けられる
地下水の水抜き用濾過器に係り、詳しくは、擁壁あるい
は用水の壁体の背面に集合する地下水を集水、濾過、透
水・排水させ、土壌を安定な状態に保つための地下水の
水抜き用濾過器に関するものである。
[Detailed description of the invention] The present invention relates to a filter for draining groundwater that is installed on the back side of a retaining wall or irrigation canal wall. This invention relates to a filter for draining underground water to maintain soil in a stable state by filtering, permeating and draining water.

本考案の地下水の水抜き用濾過器は、軽い成形体である
から取付は作業を極めて簡単なものにする。
The filter for draining underground water of the present invention is a lightweight molded body, making installation extremely easy.

従来、鉄道建設・道路建設などの除行なわれる各種擁壁
工事あるいは農地改良、宅地造成などの土地改良の際の
用水工事の場合、擁壁、用水路の背面に集合する地下水
の増加及びそれによる土庄の上昇の結果起こる擁壁、用
水路の崩壊などを防ぎ、土壌を良好な状態に維持するた
めに、擁壁、用水の所々に水抜き穴をもうけてあり、さ
らに擁壁、用水の背面の全面あるいは一部分に30〜1
00cm程度の厚さで栗石、玉石などのフィルター材料
を入れ、フィルター材料により集水、濾過を行ない排水
穴より排水を行なっていた。
Conventionally, in the case of various types of retaining wall construction work such as railway construction and road construction, or irrigation work during land improvement such as farmland improvement and residential land development, there is an increase in groundwater that collects behind the retaining wall or irrigation canal, and the resulting increase in land nosho. In order to prevent retaining walls and irrigation canals from collapsing as a result of the rise of water, and to maintain the soil in good condition, drainage holes are made in places in retaining walls and irrigation canals, and in addition, drainage holes are made in places on the retaining walls and irrigation canals. Or 30 to 1 part
A filter material such as chestnut stone or cobblestone was placed in the tank to a thickness of about 0.00 cm, and water was collected and filtered using the filter material, and then drained through the drainage hole.

しかし従来法は必ずしも満足できるものではなく、栗石
、玉石などのれき材料を擁壁、用水の背面に入れるには
れき材料を一個一個つみ上げる必要があり、多数の人手
を要し作業能率の悪いものであった。
However, the conventional method is not always satisfactory; in order to put debris materials such as chestnut stones and cobblestones behind retaining walls and irrigation canals, it is necessary to pick up each debris material one by one, which requires a large number of hands and has poor work efficiency. It was something.

またこれらの作業は擁壁あるいは用水路の完成後に行な
わねばならず作業手順も複雑なものであった。
Moreover, these works had to be carried out after the retaining wall or irrigation canal was completed, and the work procedures were complicated.

これに対して、最近前記の欠点を改良するために、半球
状で網目のプラスチックケースと、その内側にポリエス
テル系の不織布のフィルタ一層を設け、ケースの中に2
cm程度の大きさの砕石を詰め、プラスチックの蓋をし
て、擁壁、用水路用のフィルターとして使用する製品や
、透水コンクリートのフィルターに取り付は金具を埋め
込み、取り付は金具で排水孔に取り付ける方式のフィル
ター材などが開発されているがまだ改良を望まれる点を
有している。
On the other hand, recently, in order to improve the above-mentioned drawback, a hemispherical mesh plastic case and a layer of polyester non-woven fabric filter were installed inside the case, and two filters were installed inside the case.
This product is filled with crushed stones about 1/4 inch in size, covered with a plastic lid, and used as a filter for retaining walls or irrigation canals, or embedded in metal fittings for installation in water-permeable concrete filters, and installed in drainage holes with metal fittings. Although attachable filter materials have been developed, there are still some points that require improvement.

たとえば前者の場合は、従来法にくらべ作業能率は向上
したが、擁壁、用水への取り付けがクギ打ちによる取り
付けであるために非常な困難がともない改良が望まれて
いる。
For example, in the case of the former method, although the work efficiency has improved compared to the conventional method, it is extremely difficult to attach to the retaining wall or irrigation water by driving nails, so an improvement is desired.

また後者の場合は、取り付けは取り付は金具を排水孔に
さし込むだけであるので簡単であるが、取り付は金具が
鉄製であるために排水孔から水と一緒に鉄サビが出るし
、バネの力を利用しているために取り付は状態に不安が
残っている。
In the latter case, installation is easy as all you have to do is insert the metal fittings into the drain hole, but since the metal fittings are made of iron, iron rust will come out of the drain hole together with the water. However, since it uses the force of a spring, there are concerns about the installation condition.

またこの濾過器を用いる場合にはフィルタ一層として砂
を用いる必要がありこの作業がまためんどうなものであ
り改良が望まれている。
Furthermore, when using this filter, it is necessary to use sand as one layer of the filter, which is a laborious process, and improvements are desired.

そこで本考案者らは透水性能、濾過性能にすぐれ、取り
扱い及び作業の容易な濾過器について各種検討、研究を
行なった結果、次のような構成とすることによりすぐれ
た性能の濾過器を得ることを見出した。
Therefore, the present inventors conducted various studies and research on a filter that has excellent water permeability and filtration performance and is easy to handle and work, and as a result, they were able to obtain a filter with excellent performance by having the following configuration. I found out.

本考案は、黒曜石を1000℃以上に加熱し、発泡、膨
張して得られた粒子直径1.0〜IQ、Qmm、容量0
.06〜0.30 g /crn3の概ね球状の発泡粒
子を該発泡粒子の体積あたり0.02〜0.6g/cm
3の接着剤で成形して得られる濾過材をパイプの一端に
取付けてなる擁壁用濾過器である。
The present invention is based on particles obtained by heating obsidian to 1000°C or higher, foaming and expanding, and having a diameter of 1.0 to IQ, Qmm, and a capacity of 0.
.. 0.06 to 0.30 g/crn3 of roughly spherical foamed particles at a rate of 0.02 to 0.6 g/cm per volume of the foamed particles.
This is a filter for a retaining wall, in which a filter material obtained by molding with adhesive No. 3 is attached to one end of a pipe.

1000℃以上の加熱により得られる黒曜石の発泡粒子
は概ね球状の粒子であり、各粒子の表面にガラス質の強
い層をもっており容易に崩壊しない。
Expanded obsidian particles obtained by heating at 1000° C. or higher are generally spherical particles, and each particle has a strong glassy layer on its surface and does not disintegrate easily.

黒曜石と同類の火山ガラス、例えば、真珠岩、松脂岩を
同様に加熱すると球状の発泡粒子が得られるけれども、
粒子表面のガラス質層がもろく、得られた粒子が崩壊し
易い。
Although volcanic glasses similar to obsidian, such as nacre and rosinite, are similarly heated, spherical foam particles are obtained.
The glassy layer on the surface of the particles is brittle, and the resulting particles tend to collapse.

本考案の濾過成形体の材料は、以上説明の黒曜石の球状
発泡粒子を特定量の接着剤で固着成形したものであるか
ら粒子が細密充填に近似した配列をとって孔間隔のそろ
った連続通液孔をもっている。
The material of the filtration molded body of the present invention is made by fixing and molding the spherical foamed obsidian particles described above with a specific amount of adhesive, so that the particles are arranged in a manner similar to close packing, resulting in continuous channels with uniform pore spacing. It has liquid holes.

この充填態様のため濾過材料の機械的強度は大きくなる
This filling mode increases the mechanical strength of the filter material.

もつとも、透水性は原料の発泡粒子の粒径に依存するが
、擁壁用水抜き濾過材料には容量0.06〜0.30g
/cm3の粒子を用い、その粒子径1.0〜10゜0m
mとするのが適当で゛ある。
Of course, water permeability depends on the particle size of the foamed particles used as raw materials, but water drainage filtration materials for retaining walls have a capacity of 0.06 to 0.30 g.
/cm3 particles with a particle diameter of 1.0 to 10゜m
It is appropriate to set it to m.

接着剤とは、有機質接着剤、無機質接着剤、有機と無機
の混合による接着剤のいずれも使用可能であり、有機質
接着剤にはたとえば、ユリア樹脂系、メラミン樹脂系、
フェノール樹脂系、エポキシ樹脂系、酢酸ビニール溶液
型、酢酸ビニールエチレン酢酸ビニールエマルジョン系
、ホットメルト系、その他の樹脂たとえばポリウレタン
、アクリル系、ポリエステル系など、合皮ゴム系、天然
ゴム系、アスファルト系などの一種またはそれ以上の混
合による接着剤が使用できる。
The adhesive can be an organic adhesive, an inorganic adhesive, or a mixture of organic and inorganic adhesives. Examples of organic adhesives include urea resin, melamine resin,
Phenol resin type, epoxy resin type, vinyl acetate solution type, vinyl acetate ethylene vinyl acetate emulsion type, hot melt type, other resins such as polyurethane, acrylic type, polyester type, synthetic rubber type, natural rubber type, asphalt type, etc. Adhesives can be used as a mixture of one or more of the following.

好ましくは、速効性のエポキシ樹脂系接着剤、ポリエス
テル樹脂系接着剤などである。
Preferred are fast-acting epoxy resin adhesives, polyester resin adhesives, and the like.

さらに、無機質接着剤にはたとえば、セメント、セメン
トモルタル、水ガラスと硬化剤からなる接着剤などが使
用可能である。
Further, as the inorganic adhesive, for example, cement, cement mortar, adhesive made of water glass and a hardening agent, etc. can be used.

また有機と無機の混合による接着剤とは、上記有機接着
剤と無機接着剤の混合による接着剤などである。
Further, the adhesive made of a mixture of organic and inorganic materials includes an adhesive made of a mixture of the above-mentioned organic adhesive and inorganic adhesive.

ここで使用する接着剤の量は、透水性能、接着強度とも
にすぐれた成型物を得るには、接着剤を発泡粒子の体積
あたり0.02〜0.60g/cm3使用する方がよく
、その中でも0.03〜0.40g/cm3の範囲が最
も望ましい。
Regarding the amount of adhesive used here, in order to obtain a molded product with excellent water permeability and adhesive strength, it is better to use 0.02 to 0.60 g/cm3 of adhesive per volume of foamed particles. A range of 0.03 to 0.40 g/cm3 is most desirable.

それ以外の範囲では、たとえば、発泡粒子の体積あたす
0.02 g 7cm3未満の量では接着強度が弱く、
成型硬化が不可能であるとか、こわれ易いという欠点が
あり、反対に接着剤の量が発泡粒子の体積あたり0.6
0g/cm3より多ければ接着強度はすぐれてこわれに
くくなるが、重くなり、透水性能は低下し望ましくない
In other ranges, for example, if the amount of foamed particles is less than 0.02 g 7 cm3, the adhesive strength is weak;
There are drawbacks such as being unable to mold and harden and being easily broken, and on the other hand, the amount of adhesive is 0.6 per volume of foamed particles.
If the amount is more than 0 g/cm3, the adhesive strength will be excellent and it will not break easily, but it will be heavy and the water permeability will decrease, which is not desirable.

濾過材とは、鉄道、道路等の土木工事あるいは建築工事
さらに宅地造成、農地改良に際して、道床、路盤おび路
床など土壌を良好な状態に維持し、盛土あるいは切取り
ノリ面、構造物等の安全を確保するために行なわれる地
下水の排水を円滑に行なうための集水、濾過、透水を行
なわせる材料である。
Filtration media are used to maintain soil such as roadbeds, roadbeds, and roadbeds in good condition during civil engineering work such as railways and roads, construction work, residential land development, and agricultural land improvement, and to ensure the safety of embankments, cut-out surfaces, structures, etc. It is a material that collects, filters, and permeates water to ensure smooth drainage of underground water.

形状、大きさに限定はなく、板状、半球状、円柱状、カ
マボッ形、三角柱形など各種考えられる。
There are no limitations to the shape or size, and various shapes such as plate, hemispherical, cylindrical, kamabot, triangular prism, etc. are possible.

また補強のために外側に網目のプラスチックケースをつ
けてもよい。
A mesh plastic case may also be attached to the outside for reinforcement.

パイプとは、濾過材に集水された水を壁外に排出するパ
イプである。
A pipe is a pipe that discharges the water collected by the filter material to the outside of the wall.

材質に特に限定はなく、プラスチック製、金属製などあ
らゆる材質が使用可能であるが、望ましくは、腐食が起
こらない塩化ビニル管がよい。
The material is not particularly limited, and any material such as plastic or metal can be used, but preferably a vinyl chloride pipe that does not corrode.

またパイプの径も制限はなく、状況によって使い分けれ
ばよいが、一般的には直径10cm以下である。
There is also no limit to the diameter of the pipe, and it may be used depending on the situation, but it is generally 10 cm or less in diameter.

また、パイプは望ましくは濾過材の成型時に同時に取り
付けた方がよいが、成型後にさし込んで取り付けても性
能には何の影響もなくすぐれた性能を示す。
Further, it is preferable to attach the pipe at the same time as the filter material is molded, but even if it is inserted and installed after molding, the performance is not affected in any way and the pipe exhibits excellent performance.

さらに、擁壁、用水への取り付けもクギ打ちなどの必要
もなく、擁壁あるいは用水の建築の際に、濾過材を一端
に取り付けたパイプを排水孔として用い、濾過器も同時
に取り付けて、擁壁あるいは用水の完成後は埋めもどし
の作業だけとする方法や、擁壁等の建築の除用いる本型
枠をはずす必要があり、そのために同時に濾過器が同時
に取りつけられない場合は、本型枠を取りはずした後、
排水孔に、パイプをさし込む方法など非常に簡単な作業
で行なえる。
Furthermore, there is no need to attach it to a retaining wall or irrigation water, or to drive nails, and when constructing a retaining wall or irrigation water, a pipe with a filter material attached to one end can be used as a drainage hole, and a filter can also be attached at the same time. After the wall or irrigation water is completed, only backfilling work is required, or if it is necessary to remove the main formwork for construction such as a retaining wall, and therefore a filter cannot be installed at the same time, the main formwork After removing the
This can be done with very simple steps such as inserting a pipe into the drainage hole.

さらに、濾過材を取り付けた排水パイプは直接排水孔と
して使うこともできるが、排水孔が前もってついている
場合は、排水孔の内径に合う外径をもったパイプを濾過
材に取り付けておくことにより、排水孔にパイプをさし
込んで取り付けることができる。
Furthermore, the drainage pipe with the filter material attached can be used directly as a drainage hole, but if the drainage hole is already attached, it is better to attach a pipe with an outer diameter that matches the inner diameter of the drainage hole to the filter material. It can be installed by inserting a pipe into the drain hole.

取り付けたとは、前記パイプの一部を前記濾過材の中に
埋め込んで一体とすることであり、埋め込む量、埋め込
む角度などは壁体に合わせて自由に変えることができ、
制限はない。
"Attachment" means to embed a part of the pipe into the filter material to make it integral, and the amount of embedding, the embedding angle, etc. can be freely changed according to the wall,
There are no restrictions.

以下図面によって説明する。This will be explained below with reference to the drawings.

第1図〜第5図は本考案の濾過器の例である。1 to 5 are examples of the filter of the present invention.

第1図は半球状の濾過器の例であり、第2図は第1図の
A−A’線に沿った断面図である。
FIG. 1 shows an example of a hemispherical filter, and FIG. 2 is a sectional view taken along line AA' in FIG. 1.

ここで、発泡粒子及び接着剤で作られた濾過材すの中に
排水用パイプaを接着剤で接着しであるいは接着せずに
取り付ける事によって、壁体への取り付けを容易にする
と共に、本考案の濾過器だけで地下水の集水、濾過、排
水を可能としている。
By attaching the drainage pipe a to the filter material made of foamed particles and adhesive with or without adhesive, it is possible to easily attach the pipe to the wall, and It is possible to collect, filter, and drain groundwater using just the invented filter.

第3図、第4図は板状の濾過器の例であり、第4図は第
3図のB−B’線に沿う断面図である。
3 and 4 show examples of plate-shaped filters, and FIG. 4 is a sectional view taken along line BB' in FIG. 3.

この場合も効果は第1図の半球状の濾過器と同様である
In this case as well, the effect is similar to that of the hemispherical filter shown in FIG.

さらに、第5図は第1図の半球状の濾過材に網目のプラ
スチックケースCを取り付け、補強を行なったものであ
るが、濾過器としての効果は第1図のプラスチックケー
スのない濾過器と変りはない。
Furthermore, Fig. 5 shows the hemispherical filter material shown in Fig. 1 with a mesh plastic case C attached for reinforcement, but the effect as a filter is the same as that of the filter without the plastic case shown in Fig. 1. There is no difference.

さらに、第6図、第7図は本考案の濾過器をコンクリー
ト擁壁dに取り付けた施工例である。
Furthermore, FIGS. 6 and 7 are construction examples in which the filter of the present invention is attached to a concrete retaining wall d.

第6図は、濾過材に取り付けたパイプを直接擁壁用の排
水孔として用いた例であり、第7図が、すでに取り付け
てあった排水孔eに濾過材に取り付けたパイプaをさし
込んで、擁壁dの背面に取り付けた例である。
Figure 6 shows an example in which a pipe attached to the filter material is directly used as a drainage hole for a retaining wall, and Figure 7 shows an example in which a pipe a attached to the filter material is inserted into a drain hole e that has already been installed. This is an example in which it is attached to the back of retaining wall d.

いずれの場合も作業は容易であり、濾過器としての性能
にも違いはない。
In either case, the work is easy and there is no difference in performance as a filter.

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

第1図〜第5図は本考案の濾過器の例を示す図面であり
、第1図は斜視図、第2図は第1図のAA′線に沿う断
面図、第3図は別の例を示す斜視図、第4図は第3図の
B−B’線に沿う断面図、第5図は、さらに別の例を示
す斜視図である。 また、第6図、第7図は本考案の濾過器をコンクリート
擁壁に取り付けた時の施工例を示す説明図である。 ここで、図中の記号は a・・・・・・パイプ、b・・
・・・・発泡粒子と接着剤よりなる濾過材。
Figures 1 to 5 are drawings showing an example of the filter of the present invention, where Figure 1 is a perspective view, Figure 2 is a cross-sectional view taken along line AA' in Figure 1, and Figure 3 is a diagram showing another example of the filter. FIG. 4 is a sectional view taken along line BB' in FIG. 3, and FIG. 5 is a perspective view showing yet another example. Moreover, FIGS. 6 and 7 are explanatory diagrams showing an example of construction when the filter of the present invention is attached to a concrete retaining wall. Here, the symbols in the diagram are a...pipe, b...
...Filtering material made of foamed particles and adhesive.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 黒曜石を1000℃以上に加熱し、発泡、膨張して得ら
れた粒子直径1.0〜10.0mm、容量0.06〜0
゜30g/cm3の概ね球状の発泡粒子を該発泡粒子の
体積あたり0.02〜0.6g/cm3の接着剤を用い
て成形した濾過材をパイプの一端に取付けてなる地下水
の水抜き用濾過器。
Particles obtained by heating obsidian to 1000°C or higher, foaming and expanding, with a diameter of 1.0 to 10.0 mm and a capacity of 0.06 to 0.
A filter for draining underground water, which is made by attaching a filter material made of approximately spherical foam particles of 30 g/cm3 using an adhesive of 0.02 to 0.6 g/cm3 per volume of the foam particles to one end of a pipe. vessel.
JP1975019662U 1975-02-14 1975-02-14 Youheki European oysters Expired JPS5835729Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1975019662U JPS5835729Y2 (en) 1975-02-14 1975-02-14 Youheki European oysters

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1975019662U JPS5835729Y2 (en) 1975-02-14 1975-02-14 Youheki European oysters

Publications (2)

Publication Number Publication Date
JPS51101603U JPS51101603U (en) 1976-08-14
JPS5835729Y2 true JPS5835729Y2 (en) 1983-08-11

Family

ID=28107841

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1975019662U Expired JPS5835729Y2 (en) 1975-02-14 1975-02-14 Youheki European oysters

Country Status (1)

Country Link
JP (1) JPS5835729Y2 (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4731131U (en) * 1971-04-26 1972-12-08
JPS4820413U (en) * 1971-07-15 1973-03-08

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4731131U (en) * 1971-04-26 1972-12-08
JPS4820413U (en) * 1971-07-15 1973-03-08

Also Published As

Publication number Publication date
JPS51101603U (en) 1976-08-14

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