JPS6241808A - Preparation of sand bag for structure - Google Patents

Preparation of sand bag for structure

Info

Publication number
JPS6241808A
JPS6241808A JP17941085A JP17941085A JPS6241808A JP S6241808 A JPS6241808 A JP S6241808A JP 17941085 A JP17941085 A JP 17941085A JP 17941085 A JP17941085 A JP 17941085A JP S6241808 A JPS6241808 A JP S6241808A
Authority
JP
Japan
Prior art keywords
water
sand
bag
hose
pump
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
JP17941085A
Other languages
Japanese (ja)
Inventor
Hitoshi Hatano
倫 波多野
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.)
Nihon Solid Co Ltd
Original Assignee
Nihon Solid Co Ltd
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 Nihon Solid Co Ltd filed Critical Nihon Solid Co Ltd
Priority to JP17941085A priority Critical patent/JPS6241808A/en
Publication of JPS6241808A publication Critical patent/JPS6241808A/en
Pending legal-status Critical Current

Links

Landscapes

  • Revetment (AREA)

Abstract

PURPOSE:To produce a sand bag efficiently, by spraying sand and water in order into the permeable slender bag. CONSTITUTION:When a pump 4 is driven, then sand and water in a hopper 5 are sprayed from a nozzle 3 into a permeable slender bag 1 via a hose 2. Then, water leaks outside the bag 1 and is discharged, and sand only is left in the bag 1. After that, the hose 2is stretched on the side of the pump 4 little by little. At the same time, sand and water are sprayed into the bag 1, and the bag 1 is filled up with sand in order. Besides, after the hose 2is taken out of the bag 1, the opening of the bag 1 is closed to form a sand bag.

Description

【発明の詳細な説明】 産業上の利用分野 本発明は、構造物用サンドバッグの製造方法に係り、海
、湖沼、河川等における水域区画用材、突堤用材、ある
いはこれらの水域における汚濁物の拡散を防止するため
に用いられる水中フェンスや#殖場、航路等の区画表示
用設置物等に使用される重錘用材に用いられるサンドバ
ッグの製造方法に関する。
DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application The present invention relates to a method for manufacturing sandbags for structures, and is suitable for use in materials for dividing water bodies, jetties, etc. in the sea, lakes, rivers, etc., or for preventing the diffusion of pollutants in these water bodies. The present invention relates to a method for manufacturing sandbags used as materials for weights used in underwater fences used to prevent water damage, and equipment used to indicate divisions such as fishing grounds and waterways.

従来の技術 海、湖沼、河川等においては、水域を区画し゛C人工養
殖のための人工#浜、人工m浜を形成したり、突堤、護
岸等が作られている。これらは水域を仕切ったり、波や
水圧に酎える構造物を必要とする。従来、これらの構造
物をL1!造するには土嚢も用いられζいるが、これは
人手を必要とする上に時間がかかるので、その施工が迅
速に行える利点を活かしたサンドバッグを用いる方法も
行われている。
BACKGROUND OF THE INVENTION In oceans, lakes, rivers, etc., water areas are divided to form artificial beaches and artificial beaches for artificial aquaculture, and jetties, seawalls, etc. are constructed. These require structures that separate bodies of water or accommodate waves and water pressure. Conventionally, these structures were called L1! Sandbags are also used for construction, but this requires manpower and is time consuming, so sandbags are also used to take advantage of the advantage of speedy construction.

このサンドバッグは、ゴム等の細長袋に砂を詰めたもの
で、その製造法は砂と水を細長袋に同時にポンプで吹き
込み、水を先端から排出して砂だけ残して順次砂を細長
袋に充填するものである。
This sandbag is made by filling a long thin bag made of rubber or other material with sand.The manufacturing method is to pump sand and water into the long thin bag at the same time, then drain the water from the tip and leave only the sand. It is to be filled in.

このようなサンドバッグの製造法は人手を要せず、現場
施工が容易であるので、従来の土嚢を積み上げる方法よ
りは工期の著しい短縮をもたらすとともにコスト安にも
なる。
This method of manufacturing sandbags does not require any manpower and can be easily constructed on-site, resulting in significantly shorter construction times and lower costs than the conventional method of piling up sandbags.

しかしながら、例えば数十メートルにも及ぶサンドバッ
グを作成しようとするときは、その水抜きを袋の先端か
らのみ行なうために、砂が細長袋に順次詰まるにしたが
ってポンプによる吹き出し圧を高めなければ水抜きが行
えず、またこの水抜きを効率良く行うためにこの吹き出
し7圧を高めζも水抜きのために多くの時間を必要とし
ている。
However, when trying to make a sandbag that is several tens of meters long, for example, the water must be drained only from the tip of the bag, so as sand gradually fills the bag, the blowing pressure from the pump must be increased. It is not possible to drain the water, and in order to drain the water efficiently, the pressure of the air outlet 7 is increased and a lot of time is required for draining the water.

発明が解決しようとJる問題点 以上のように、従来の構造物用4Jントハノグはその製
造する際に高圧ポンプを必要としたり、水抜きのために
長い時間必要とするというように製造法に問題があり、
その改善が望まれていた。
Problems that the invention aims to solve As mentioned above, the conventional 4J tohanog for structures requires a high-pressure pump to manufacture, and the manufacturing method requires a long time to drain water. There is a problem,
Improvement was desired.

問題点を解決するための手段 本発明は、上記の問題点を解決Jるために、透水性の細
長袋に砂と水を順次吹き込む」二程を少なくとも有する
ことを特徴とする構造物用サン1−バッグの製造方法を
提供するものである。
Means for Solving the Problems In order to solve the above-mentioned problems, the present invention provides a structure sunscreen characterized by having at least two stages of sequentially blowing sand and water into a water-permeable elongated bag. 1- A method of manufacturing a bag is provided.

また、本発明は、透水性の細長袋に砂と水と空気を一緒
に又は空気を別にして順次吹き込む工程を少なくとも有
することを特徴とする構造物用サンドハングの製造方法
を提供するものごある。
The present invention also provides a method for manufacturing a sand hang for a structure, which comprises at least the step of sequentially blowing sand, water, and air into a water-permeable elongated bag, either together or separately. be.

作用 透水性の細長袋に64λと水又は砂と水と空気を吹き込
むようにしたので吹き込まれた水、空気はそのllAl
所で細長袋からISみ出”(排出される。また、空気を
吹き込むと砂と水を良(攪f!l’ L−ご混合し、か
つ細長袋を膨張させる。
64λ and water or sand and water and air are blown into a water-permeable elongated bag, so the blown water and air are
At this point, IS is expelled from the elongated bag. Also, by blowing air, the sand and water are mixed well and the elongated bag is expanded.

実施例 次に本発明の実施例を第1図乃至第3図に基づき詳細に
説明する。
Embodiment Next, an embodiment of the present invention will be described in detail with reference to FIGS. 1 to 3.

図中、■は細長袋であって、丈夫な繊維製品等の透水性
の材料から作られ、その一端は閉じられζいる。また、
2は砂及び水を導(可撓性のポースであっζその先端に
吹き出し口3を有し、その基端部ばポンプ4に接続され
°ζいる。このポンプはホッパー5を有し、ここに溜め
られた砂と水がポンプ4により吐出されて上記ホース2
を介しζその吹き出し「13からに記細長袋1内に吹き
出される。このようにして吹き出された水と砂は順次先
端から充填されていくが、水は細長袋lを通し゛ζ外部
に滲み出されてυト出され、砂だけが内部に残される。
In the figure, ■ is an elongated bag made of a water-permeable material such as a durable textile product, and one end of the bag is closed. Also,
2 is a flexible port for introducing sand and water, and has an outlet 3 at its tip, and its base end is connected to a pump 4. This pump has a hopper 5, which The sand and water collected in the pump are discharged by the pump 4 to the hose 2.
The water and sand blown out in this way are sequentially filled from the tip, but the water leaks out through the elongated bag 1. It is then ejected, leaving only sand inside.

次にポース2をポンプ4例に少し引張り、−1記と同様
に砂と水を吹き出し、水を外に排出させ”ζ砂を細長袋
に残10以下同様にしてポース2を少しづつ引張り、砂
を細長袋に順次充填して行き、最後にホース2を細長袋
から抜き取って開口を閉じればサンドバッグが出来トが
る。
Next, pull port 2 a little with pump 4, blow out the sand and water in the same way as in step 1, and drain the water outside. The sand bag is completed by sequentially filling sand into the elongated bag and finally removing the hose 2 from the elongated bag and closing the opening.

このようなサンドバッグは予め作成しておいて施工場所
に設置しても良いが、細14袋1を施−]−場所に設置
し、その後上記のようにして砂を充填するようにしても
良い。
Such sandbags may be created in advance and placed at the construction site, but it is also possible to install 14 thin bags 1 at the construction site and then fill them with sand as described above. good.

このようにして作成されたサンlハングは、例えば海の
人工養浜の水域仕切用材に用いられると、次第に海の砂
がサンドバッグの」二に積もり、あたかもサンドバッグ
を核にして肉が)II′j次付いてゆくように大きくな
り、仕切り枠としてのよりよい機能を果たすようになる
。このサントバッグは人工海浜を作るときの仕切用材と
しても用いられるが、さらに護岸、突堤等の構造物用材
としても用いられる。
When the sun hangs created in this way are used, for example, as water area partitioning material for artificial beach nourishment in the sea, sea sand gradually accumulates on the top of the sandbag, as if the sandbag was the core of the meat. As II'j follows, it becomes larger and functions better as a partition frame. This sand bag is used not only as a partition material when creating an artificial beach, but also as a material for structures such as sea walls and jetties.

このような構造物用材として用いられると、従来のサン
ドバッグのようにゴム等を用いていないのご、水域に異
物を持込み、環境をt6染Jるよ・うなこともなく好ま
しい。
When used as a material for such structures, unlike conventional sandbags that do not use rubber or the like, it is preferable because it does not introduce foreign matter into water bodies and pollute the environment.

に記は細長袋から直接ホースをl)iき取る、Jンうに
したが、細長袋が長く、折り車ねられCいるときは特に
曲がっ°Cいるところでその(友き取りが容易でないの
で、第2図に示すようにホース2の外側に例えばプラス
チック等のjlkりの良い可撓性材料からなる外管6を
設け、これに空気又は水を詰めてホース2を円形管状に
しても良い。このようにすると砂と水の吹き出し及び砂
の充填も容易になる。なお、ポースを抜き取るときにホ
ースとともに外管を巻き取りたいときはその夕1管の部
分の空気又は水を抜いて順次巻きとれるよにうするため
に、外管の先端に例えば安全弁のようなものを設け、巻
き取る部分の外管を絞っ°ζ空気又は水をこの安全弁か
ら排出すれば巻取る部分は折り重ね状態にできるととも
に、巻き取られない部分の外管は膨張状態に保持できる
In the above, I tried to cut the hose directly from the long and narrow bag, but when the long and narrow bag is long and folded, it is not easy to remove the hose, especially at the bends. As shown in FIG. 2, an outer tube 6 made of a flexible material such as plastic may be provided on the outside of the hose 2, and this may be filled with air or water to form the hose 2 into a circular tube shape. This makes blowing out sand and water and filling it with sand easier.If you want to wind up the outer tube together with the hose when removing the port, remove the air or water from the tube and roll it up one after the other. In order to prevent this from happening, put something like a safety valve on the tip of the outer tube, and squeeze the outer tube at the part to be rolled up.If the air or water is discharged from this safety valve, the part to be rolled up will be in a folded state. At the same time, the portion of the outer tube that is not rolled up can be maintained in an expanded state.

また、上記はホースから砂と水を吹き出したが、さらに
砂と水と空気を吹き出すようにしても良く、この場合こ
れらを一緒に吹き出しζも良いが、第2図の外管の先端
を開き、基端側から空気を供給してこの空気を吹き出す
ようにしCも良い。このように空気を吹き込むと細長袋
が僧伏に膨張し、これは空気の泡が透水性の細長袋の通
水孔を一時的に閉塞するごとによりさらに0〆進されζ
特に折り重なり曲がった状態の細長袋にり1する砂と水
の注入及びポースの抜取りを容易にするとともに、砂と
水を良く混ぜζその作業を円rf%に行わせしめる。
In addition, although sand and water were blown out from the hose in the above example, sand, water, and air may also be blown out.In this case, it is also good to blow out all of these together, but by opening the tip of the outer tube in Figure 2, , C is also good, in which air is supplied from the proximal end and the air is blown out. When air is blown in this way, the elongated bag expands to its original shape, which is further expanded as the air bubbles temporarily block the water passage hole of the water permeable elongated bag.
In particular, it facilitates the pouring of sand and water into a long, folded bag and the removal of the port, and the sand and water are thoroughly mixed to allow the work to be carried out in a circle rf%.

上記は細長袋を透水性IIA$41で構成したが、第3
図に示すように、細長袋を上記と同様の透水性材料から
なる細長袋l、ゴム、プラスチック等の非透水性の材料
からなる外相長袋7の二重構造にすることもできる。す
なわち、細長袋1に対して」−記と同様に砂を順次充填
し、この充填が終わった個所から順次外相長袋7を外か
ら被せて行く。この場合、外相長袋7は全周が完全でな
くともその一部で、例えばサンドハングが設置され゛(
地面に接触している部分を除いた周囲を覆うようにし“
(も良い。このようにすると、内部に充填された砂は細
長袋が破れたり、変形、変質し1、あるいは激しい水流
が生し”ζも外部に漏れることがない。
In the above, the elongated bag was made of water-permeable IIA$41, but the third
As shown in the figure, the elongated bag can also have a double structure of an elongated bag l made of a water-permeable material similar to the above and an outer long bag 7 made of a water-impermeable material such as rubber or plastic. That is, the long and narrow bag 1 is sequentially filled with sand in the same manner as described in "-", and the outer long bag 7 is sequentially covered from the outside from the place where the filling is completed. In this case, the foreign minister's long bag 7 may not have a complete circumference, but a part of it, for example, a sand hang may be installed (
Make sure to cover the entire area except for the part that is in contact with the ground.
(It is also good. In this way, the sand filled inside will not leak to the outside due to the elongated bag being torn, deformed or altered in quality, or generating a strong water flow.

このようにして作成されたサン1バツグも1−記と同様
に人工養浜、護岸等に用いられるが、F記のいずれのザ
ンI゛ハソグもさらに片隅の構築、修理、人工魚礁等に
使用できる。また、外側のIGIll 114袋に透水
性のものを用いたものは、浚渫区域の余水を排出すると
きの余水吐やダムの取水口に設置して水を濾過するもの
にも使用できる。また、上記のいずれのタイプのものも
、水域で例えば浚渫工事を行ったり、トレンチ(養殖V
Nj )を作成するために掘削」−事を行うときに、そ
のlη濁物の拡散を防止するために汚濁水域を区画Jる
際に使用される水中フェンスの重錘としても使用できる
。この水中フェンスには、例えばソロ−I・フェンスと
呼ばれるものと潜底フェンスと呼はれるものがあり、前
者は水中に浮かして使用するものであり、後者は水底に
係留して使用するものである。いずれもフロートとこれ
に垂下されたネット又はシートと重錘からなるもので、
この重錘に」二足のザン(・バッグを使用できる。
The San 1 baths created in this way are also used for artificial beach nourishment, seawalls, etc. as in Item 1-, but any of the San I Hasogs in Item F are also used for corner construction, repair, artificial fish reefs, etc. can. In addition, the outer IGIll 114 bag that uses a water-permeable material can also be used to filter water by installing it at a spillway when draining surplus water from a dredging area or at a water intake of a dam. In addition, any of the above types can be used for example when dredging work is carried out in water bodies, trenches (aquaculture V
It can also be used as a weight for underwater fences used when dividing polluted waters to prevent the spread of turbidity when performing excavation to create Nj). These underwater fences include, for example, what is called a Solo-I fence and what is called a submersible fence; the former is used by floating in the water, and the latter is used by being moored to the bottom of the water. be. Both consist of a float, a net or sheet suspended from the float, and a weight.
You can use two pairs of bags on this weight.

なお、−1二記した9・ンドパソグの製i&力法は、ポ
ースを細長袋から順次抜き取るようにしたが、逆に砂が
詰まる度に細長袋を移動さ・υて砂を順次充填するよう
にしても良く、またポースの移動、細長袋の移動を適宜
用の合わせζ行なっζも良い。
In addition, in the 9-Ndopasog production method described in -12, the ports were taken out from the elongated bag one by one, but on the other hand, each time the elongated bag became clogged with sand, the elongated bag was moved and filled with sand one after another. It is also possible to move the pose and the elongated bag as appropriate.

発明の効果 以−1:、説明したように、本発明は、透水性の細長袋
に砂と水又は砂と水と空気を吹きつけ、水を滲み出させ
−ご水又は水と空気を排出−し°ζ砂を順次充填するよ
うにしたので、水と砂を吹きつけた個所で水を排出でき
るため、従来のもののように詰めた砂を介し”で先端か
ら水を排出するときのように吹き出し手段として高圧の
ポンプを必要とするようなことがなく、また、水抜けが
速いので現場施工の1−期を著しく短縮できる。また、
例えば水及び砂の吹き出しをポンプに連結したホースに
より行ない、このホースを砂が充填される毎に少しづつ
抜き取るようにすると、従来のもののように水抜きのた
めの水圧を必要としないのご任意の長い距離のザントハ
ングを短いものと同様な方法で作ることができる。しか
も、細長袋に砂を充填した後は非透水性の細長袋で順次
被覆するようにすると内部の砂が6′1g実に外に漏れ
ないようなザントハソグも作るごとがでる。また、透水
性の細長袋のみを使用するものは一般に4A*1費を安
<−Jるごとができる。
Effects of the Invention -1: As explained, the present invention blows sand and water or sand and water and air into a water-permeable elongated bag, oozes out the water, and discharges the water or water and air. Since the sand is filled sequentially, the water can be discharged at the point where water and sand are sprayed. There is no need for a high-pressure pump as a means of blowing out water, and water drains quickly, so the first stage of on-site construction can be significantly shortened.
For example, if water and sand are blown out using a hose connected to a pump, and the hose is removed little by little each time sand is filled, water pressure is not required to drain the water, as is the case with conventional methods. A long-distance Zandhang can be created in the same way as a short one. Moreover, if the bag is filled with sand and then covered with a water-impermeable long bag, it is possible to create a sandbag in which 6'1 g of sand does not leak out. In addition, those using only water-permeable elongated bags can generally reduce the cost of 4A*1.

また、空気を砂と水とともに吹き出すと細長袋が膨張状
態に保持されるとともに、砂と水を良く混ぜるので作業
を円lhに遂行できる。
Further, by blowing out air together with sand and water, the elongated bag is kept in an expanded state, and the sand and water are mixed well, so that the work can be carried out in a uniform manner.

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

第1図は本発明の一実施例の方法を示す説明図、第2図
は第2の実施例の方法を示−4説明図、第3図は第3の
実施例の方法を示す説明図である。 図中、lは細長袋、2はポース、3は吹き出し[1,4
はポンプ、5はホッパー、6は外管、7は外相長袋であ
る。
Fig. 1 is an explanatory diagram showing the method of one embodiment of the present invention, Fig. 2 is an explanatory diagram showing the method of the second embodiment, and Fig. 3 is an explanatory diagram showing the method of the third embodiment. It is. In the figure, l is an elongated bag, 2 is a pose, and 3 is a speech bubble [1, 4
5 is a pump, 5 is a hopper, 6 is an outer tube, and 7 is an outer phase bag.

Claims (2)

【特許請求の範囲】[Claims] (1)透水性の細長袋に砂と水を順次吹き込む工程を少
なくとも有することを特徴とする構造物用サンドバッグ
の製造方法。
(1) A method for manufacturing a sandbag for structures, which comprises at least the step of sequentially blowing sand and water into a water-permeable elongated bag.
(2)透水性の細長袋に砂と水と空気を一緒に又は空気
を別にして順次吹き込む工程を少なくとも有することを
特徴とする構造物用サンドバッグの製造方法。
(2) A method for producing a sandbag for structures, which comprises at least the step of sequentially blowing sand, water, and air into a water-permeable elongated bag, either together or separately.
JP17941085A 1985-08-16 1985-08-16 Preparation of sand bag for structure Pending JPS6241808A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17941085A JPS6241808A (en) 1985-08-16 1985-08-16 Preparation of sand bag for structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17941085A JPS6241808A (en) 1985-08-16 1985-08-16 Preparation of sand bag for structure

Publications (1)

Publication Number Publication Date
JPS6241808A true JPS6241808A (en) 1987-02-23

Family

ID=16065376

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17941085A Pending JPS6241808A (en) 1985-08-16 1985-08-16 Preparation of sand bag for structure

Country Status (1)

Country Link
JP (1) JPS6241808A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1350892A1 (en) * 2002-03-28 2003-10-08 Huesker Synthetic GmbH Receptacle made of water permeable, impregnated or coated woven textile

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1350892A1 (en) * 2002-03-28 2003-10-08 Huesker Synthetic GmbH Receptacle made of water permeable, impregnated or coated woven textile

Similar Documents

Publication Publication Date Title
US3538711A (en) Device for control and prevention of coast erosion
US4011728A (en) Means for producing subaqueous and other cast-in-place concrete structures in situ
US3984989A (en) Means for producing subaqueous and other cast-in-place concrete structures in situ
US4103502A (en) Production of artificial islands
JPS6241808A (en) Preparation of sand bag for structure
CN215482055U (en) Waterproof construction in mirror surface waterscape tree pool
JPS6255310A (en) Manufacture of sand tube for structure
RU2246580C2 (en) Flood protection barrier (variants)
KR100501956B1 (en) Edo-bottom discharge automatic beam sluice opening and closing device
CA1175245A (en) Method of forming an elevation partially or entirely under water, and an elevation formed by this method
Pilarczyk Geotextile systems in coastal engineering—an overview
CN114718013B (en) Quick processing device for dam piping
KR20030077521A (en) Movable Fishway
KR20010016170A (en) Anti-Scouring and Erosion Fabric Form
JPS58214488A (en) Method of producing anchor enclosing sand
CN214587621U (en) Geological learning water tank experiment teaching auxiliary device
CN216664037U (en) Suction type combined pile dam structure for emergency of river channel
CN117822502B (en) Ecological belt construction device for reducing sand beach mud formation and mud formation prevention method
JP2688181B2 (en) Sinking structure for underwater embankment construction
Imbertson Automatic rubber diversion dam in the Los Angeles River
EP0391736A2 (en) Underwater wall construction
JPH08226116A (en) Freely sinkable weir
JPH1193146A (en) Artificial water storage facility and maintaining method therefor
JPH0526887B2 (en)
JPH06257163A (en) Droughty pontoon for constructing shallow foundation