JPH08239816A - Embankment and its construction method - Google Patents
Embankment and its construction methodInfo
- Publication number
- JPH08239816A JPH08239816A JP4379695A JP4379695A JPH08239816A JP H08239816 A JPH08239816 A JP H08239816A JP 4379695 A JP4379695 A JP 4379695A JP 4379695 A JP4379695 A JP 4379695A JP H08239816 A JPH08239816 A JP H08239816A
- Authority
- JP
- Japan
- Prior art keywords
- sand
- valve
- bag
- sediment
- bag body
- 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
Links
Landscapes
- Revetment (AREA)
Abstract
(57)【要約】
【目的】 建設資材の調達がその場で得られるので容易
であり、しかも急速施工も可能で、工費が低減できる。
【構成】 水を通し、土砂を止めるメッシュの横長袋体
2にバルブ14を有する土砂注入口3を設け、このバルブ
14を有する土砂注入口3付きの横長袋体2内に現地発生
土を充填した砂袋13を並べ、または積み重ねた。
(57) [Summary] [Purpose] Procurement of construction materials can be easily obtained on the spot, and rapid construction is possible, and construction costs can be reduced. [Structure] A horizontally elongated bag body 2 of mesh that allows water to pass through and stops sediment is provided with a sediment inlet 3 having a valve 14
Sandbags 13 filled with locally generated soil were arranged or stacked in the oblong bag body 2 having the earth and sand inlet 3 having 14.
Description
【0001】[0001]
【産業上の利用分野】本発明は、防波堤または消波堤の
堤体およびその構築法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a breakwater body or a breakwater body and a construction method thereof.
【0002】[0002]
【従来の技術】港湾の入口や海岸に設けられる防波堤や
消波堤等の護岸堤は、捨石基礎(マウンド)とコンクリ
ートケーソンの混成堤が一般的である。2. Description of the Related Art Generally, a breakwater such as a breakwater and a breakwater provided at the entrance of a harbor or at the coast is a mixed levee foundation (mound) and concrete caisson.
【0003】このケーソン法による混成堤の構築は図6
に示すように、海底7の所定の位置に基礎としての捨石
8を積み重ね、その上に安定性と密着性確保のためにア
スファルトマット9を敷いて基礎(マウンド)を形成す
る。Construction of a mixed dike by the caisson method is shown in FIG.
As shown in, a rubble stone 8 as a foundation is piled up at a predetermined position on the seabed 7, and an asphalt mat 9 is laid on the pile to form a foundation (mound).
【0004】次に、陸上等の別のところで作成した鉄筋
コンクリート製の直方体の函状物でその内部に補強用の
隔壁と腔室を設けたケーソン10をタグボート等によって
海上を曳航し、前記基礎を形成した位置まで運び、これ
を慎重に基礎上のアスファルトマット9の上に沈め、更
に、ケーソン腔室の内部に土砂や石またはコンクリート
等の充填材11を充填して波力に対する抵抗を高め、最後
にケーソン10に蓋12をして構築が完了となる。Next, a caisson 10 which is a rectangular parallelepiped box made of reinforced concrete prepared at another place such as land and provided with a partition wall and a cavity for reinforcement therein is towed by a tugboat or the like to the sea, and Carry it to the position where it was formed, carefully submerge it on the asphalt mat 9 on the foundation, and further fill the caisson cavity with a filling material 11 such as sand, stone, or concrete to increase resistance to wave forces. Finally, the caisson 10 is covered with the lid 12 to complete the construction.
【0005】[0005]
【発明が解決しようとする課題】しかし、このケーソン
を用いる混成堤の構築方法では、大量の捨石を運び、ま
た、ケーソンを建造し、これを曳航設置しなければなら
ず、その手数と労力も大変であるし、近年、特に大規模
工事の場合などでは建設資材の調達が困難になってい
る。However, in this method of constructing a mixed dike using caisson, it is necessary to carry a large amount of rubble, construct a caisson, and tow this caisson. It is difficult, and in recent years, it has become difficult to procure construction materials, especially in the case of large-scale construction.
【0006】本発明の目的は前記の従来例の不都合を解
消し、建設資材の調達がその場で得られるので容易であ
り、しかも急速施工も可能で、工費が低減できる堤体お
よびその構築法を提供することにある。The object of the present invention is to eliminate the disadvantages of the above-mentioned conventional example, to procure construction materials on the spot, which is easy, and can be quickly constructed, and construction costs can be reduced, and a construction method thereof. To provide.
【0007】[0007]
【課題を解決するための手段】本発明は前記目的を達成
するため、堤体としては、水を通し、土砂を止めるメッ
シュの横長袋体にバルブを有する土砂注入口を設け、こ
のバルブを有する土砂注入口付きの横長袋体内に現地発
生土を充填した砂袋を並べ、または積み重ねたことを要
旨とするものであり、堤体の構築法としては、水を通
し、土砂を止めるメッシュの横長袋体にバルブを有する
土砂注入口を設け、この土砂注入口付きの横長袋体を海
底または水底に横たえ、該土砂注入口から海底または水
底に設けた浚渫機と台船に設けた浚渫ポンプによって、
海底または水底の土砂を横長袋体内に送り込み充満さ
せ、このような現地発生土を充填した砂袋を並べ、また
は積み重ねることを要旨とするものである。Means for Solving the Problems In order to achieve the above-mentioned object, the present invention has a laterally slanted bag body of a mesh through which water is passed and which stops the sediment, as a bank, provided with a sediment inlet having a valve, and having this valve. The main idea is to arrange or stack sand bags filled with locally-generated soil inside a horizontally long bag with a sediment inlet. The bag is provided with a sediment inlet with a valve, the oblong bag with the sediment inlet is laid on the seabed or the water bottom, and the dredging machine provided on the seabed or the water bottom from the sand inlet and the dredging pump provided on the pontoon are used. ,
The gist is to send the seabed or waterbed sand into the oblong bag to fill it up, and to arrange or stack the sand bags filled with such locally generated soil.
【0008】[0008]
【作用】請求項1記載の本発明によれば、バルブを有す
る土砂注入口付きの横長袋体内に充填する土砂はメッシ
ュで止められるが、水のみがこの袋体からで排出され
る。その結果土嚢となる砂袋が構成され、これを並べ、
または積み重ねることで海底もしくは水底においても安
定して設置することができ、大波がきても波のエネルギ
ーを効果的に吸収し防波効果が大きい。According to the first aspect of the present invention, the earth and sand filled in the oblong bag having the valve and having the earth and sand inlet are stopped by the mesh, but only water is discharged from the bag. As a result, sandbags that will become sandbags are constructed, and these are arranged.
Or it can be installed stably on the seabed or waterbed by stacking, and even if a big wave comes, the energy of the wave is effectively absorbed and the wave-proof effect is great.
【0009】請求項2記載の本発明によれば、前記作用
に加えて、砂袋は、バルブを有する土砂注入口から海底
または水底に設けた浚渫機と台船に設けた浚渫ポンプに
よって、海底または水底の土砂を横長袋体内に送り込み
充満させて作成するので、建設資材の調達はその場で得
られ、急速施工が可能となる。According to the second aspect of the present invention, in addition to the above-mentioned action, the sand bag is provided by a dredger provided on a seabed or a waterbed from a sediment inlet having a valve, and a dredging pump provided on a pontoon. Alternatively, since the sand on the bottom of the water is sent into the oblong bag to fill it, construction materials can be procured on the spot, and rapid construction is possible.
【0010】[0010]
【実施例】以下、図面について本発明の実施例を詳細に
説明する。図1は本発明の堤体の1実施例を示す斜視図
である。図2〜図5は本発明の堤体の構築法の1実施例
を示す各工程の説明図である。Embodiments of the present invention will now be described in detail with reference to the drawings. FIG. 1 is a perspective view showing one embodiment of the bank body of the present invention. 2 to 5 are explanatory views of each step showing one embodiment of the method for constructing a bank according to the present invention.
【0011】図1において、堤体1は砂袋13を複数並
べ、または積み重ねて構成するものである。この砂袋13
は水を通し、土砂を止めるメッシュの横長袋体2で形成
するが、このメッシュはナイロン製の120メッシュや
ビニロン、ポリエチレンおよびポリプロピレン等のその
他の合成樹脂繊維や綿や麻等の天然繊維、または、金網
等を用いることができる。In FIG. 1, the bank 1 is constructed by arranging or stacking a plurality of sand bags 13. This sandbag 13
Is formed by a horizontally elongated bag body 2 of a mesh that allows water to pass through and stops the sediment. This mesh is 120 mesh made of nylon, other synthetic resin fibers such as vinylon, polyethylene and polypropylene, natural fibers such as cotton and hemp, or , Wire mesh, etc. can be used.
【0012】また、横長袋体2の形状は、断面円形の柱
体形状の他に、断面三角または四角その他の多角形の柱
体形状を横にしたものとする。Further, the shape of the laterally long bag body 2 is such that, in addition to a columnar shape having a circular cross section, a polygonal columnar shape having a triangular cross section, a quadrangle or the like is laid horizontally.
【0013】そして、この横長袋体2にはバルブ14を有
する土砂注入口3を設けるが、その場所はこの横長袋体
2を砂袋13として並べ、または積み重ねた際に邪魔にな
らない場所であれば特に限定はないが、端部の太鼓面等
が望ましい。The horizontal bag 2 is provided with the earth and sand injection port 3 having the valve 14, and the place should not be an obstacle when the horizontal bags 2 are arranged as sand bags 13 or stacked. However, there is no particular limitation, but a drum surface at the end is preferable.
【0014】本発明の前記堤体1の構築法としては、図
2に示すように、バルブ14を有する土砂注入口3を設け
た横長袋体2を海底7または湖等の水底の所望の場所に
敷き伸ばし、図3に示すように土砂注入口3と海底また
は水底に設置した浚渫機15を台船6に設置した浚渫ポン
プ5とホース4を介して接続する。As a method for constructing the bank 1 of the present invention, as shown in FIG. 2, the oblong bag 2 provided with the earth and sand inlet 3 having the valve 14 is provided on the seabed 7 or a desired place on the waterbed such as a lake. As shown in FIG. 3, the soil and sand inlet 3 is connected to the dredger 15 installed on the seabed or the waterbed via the dredging pump 5 installed on the berth 6 and the hose 4.
【0015】このようにしてからバルブ14を開き、浚渫
ポンプ5を運転して、海底または水底の土砂16を海水ま
たは淡水と一緒に横長袋体2内に送る。図4に示すよう
に該横長袋体2の内部に送った海水または淡水は横長袋
体2のメッシュの目を通過して自動的に外に逃げるよう
に排出され、横長袋体2の内部には土砂16だけが堆積し
て中を充満し、砂袋13を形成する。In this way, the valve 14 is opened and the dredging pump 5 is operated to send the seabed or waterbed sediment 16 into the horizontally elongated bag body 2 together with seawater or fresh water. As shown in FIG. 4, the seawater or fresh water sent to the inside of the oblong bag 2 passes through the meshes of the oblong bag 2 and is discharged so as to automatically escape to the inside of the oblong bag 2. Only deposits and fills the soil 16 to form a sand bag 13.
【0016】さらに、図5に示すように、前記工程を繰
り返し、複数の砂袋13を形成して、これを横方向に並
べ、また、上下に積み重ねて堤体1を形成する。Further, as shown in FIG. 5, the above steps are repeated to form a plurality of sand bags 13, which are arranged in the lateral direction, and which are stacked vertically to form the bank 1.
【0017】[0017]
【発明の効果】以上述べたように本発明の堤体およびそ
の構築法は、建設資材の調達がその場で得られるので容
易であり、しかも急速施工も可能で、工費が低減できる
ものである。As described above, the levee body and its construction method of the present invention are easy because procurement of construction materials can be obtained on the spot, and moreover, rapid construction is possible and the construction cost can be reduced. .
【図1】本発明の堤体の1実施例を示す斜視図である。FIG. 1 is a perspective view showing one embodiment of a bank according to the present invention.
【図2】本発明の堤体の構築法の1実施例を示す第1工
程の説明図である。FIG. 2 is an explanatory diagram of a first step showing one embodiment of the method for constructing a bank according to the present invention.
【図3】本発明の堤体の構築法の1実施例を示す第2工
程の説明図である。FIG. 3 is an explanatory diagram of a second step showing one example of the method for constructing a bank according to the present invention.
【図4】本発明の堤体の構築法の1実施例を示す第3工
程の斜視図である。FIG. 4 is a perspective view of a third step showing one embodiment of the method for constructing a bank according to the present invention.
【図5】本発明の堤体の構築法の1実施例を示す第4工
程の説明図である。FIG. 5 is an explanatory view of a fourth step showing one embodiment of the method for constructing a bank according to the present invention.
【図6】従来例を示す縦断側面図である。FIG. 6 is a vertical sectional side view showing a conventional example.
1…堤体 2…横長袋体 3…土砂注入口 4…ホース 5…浚渫ポンプ 6…台船 7…海底 8…捨石 9…アスファルトマット 10…ケーソン 11…充填材 12…蓋 13…砂袋 14…バルブ 15…浚渫機 16…土砂 1 ... Embankment 2 ... Oblong bag 3 ... Sediment inlet 4 ... Hose 5 ... Dredging pump 6 ... Barge 7 ... Seabed 8 ... Rubble 9 ... Asphalt mat 10 ... Caisson 11 ... Filler 12 ... Lid 13 ... Sandbag 14 … Valve 15… Dredger 16… Sediment
Claims (2)
袋体にバルブを有する土砂注入口を設け、このバルブを
有する土砂注入口付きの横長袋体内に現地発生土を充填
した砂袋を並べ、または積み重ねたことを特徴とする堤
体。1. A horizontally elongated bag body of a mesh through which water is passed to stop the earth and sand is provided with a sediment inlet having a valve, and a sand bag filled with locally generated soil is arranged in the horizontally elongated bag body having the valve and having the inlet of sand. , Or a bank body characterized by being stacked.
袋体にバルブを有する土砂注入口を設け、この土砂注入
口付きの横長袋体を海底または水底に横たえ、該土砂注
入口から海底または水底に設けた浚渫機と台船に設けた
浚渫ポンプによって、海底または水底の土砂を横長袋体
内に送り込み充満させ、このような現地発生土を充填し
た砂袋を並べ、または積み重ねることを特徴とした堤体
の構築法。2. A horizontal bag that has a valve, is provided in a horizontally elongated bag body that allows water to pass therethrough and that stops the sediment, and the horizontally elongated bag body with the valve is laid on the seabed or the seabed. With the dredging machine installed on the bottom of the water and the dredging pump installed on the pontoon, the sand on the sea floor or the bottom of the water is fed into the oblong bag to fill it up, and sand bags filled with such locally generated soil are arranged or stacked. How to construct a dam body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4379695A JPH08239816A (en) | 1995-03-03 | 1995-03-03 | Embankment and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4379695A JPH08239816A (en) | 1995-03-03 | 1995-03-03 | Embankment and its construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH08239816A true JPH08239816A (en) | 1996-09-17 |
Family
ID=12673718
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4379695A Pending JPH08239816A (en) | 1995-03-03 | 1995-03-03 | Embankment and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH08239816A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1501760A4 (en) * | 2002-02-04 | 2009-08-26 | Gunderboom Inc | Attachment for use with stockpiling barge and method of filtering runoff water therefrom |
| JP2009215705A (en) * | 2008-03-06 | 2009-09-24 | Chugoku Electric Power Co Inc:The | Construction method for foundation of water cut-off wall |
| JP2009215706A (en) * | 2008-03-06 | 2009-09-24 | Chugoku Electric Power Co Inc:The | Construction method for erosion control wall |
| KR101318368B1 (en) * | 2013-02-05 | 2013-10-16 | 군산대학교산학협력단 | Land reclamation and polluted soil purification method using geotextile mesh type tube capable of discharging water |
| CN104805801A (en) * | 2014-01-24 | 2015-07-29 | 洪天时 | Embankment rapid prototyping equipment |
-
1995
- 1995-03-03 JP JP4379695A patent/JPH08239816A/en active Pending
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1501760A4 (en) * | 2002-02-04 | 2009-08-26 | Gunderboom Inc | Attachment for use with stockpiling barge and method of filtering runoff water therefrom |
| JP2009215705A (en) * | 2008-03-06 | 2009-09-24 | Chugoku Electric Power Co Inc:The | Construction method for foundation of water cut-off wall |
| JP2009215706A (en) * | 2008-03-06 | 2009-09-24 | Chugoku Electric Power Co Inc:The | Construction method for erosion control wall |
| KR101318368B1 (en) * | 2013-02-05 | 2013-10-16 | 군산대학교산학협력단 | Land reclamation and polluted soil purification method using geotextile mesh type tube capable of discharging water |
| CN104805801A (en) * | 2014-01-24 | 2015-07-29 | 洪天时 | Embankment rapid prototyping equipment |
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