JP3038565B2 - Construction method of revetment - Google Patents
Construction method of revetmentInfo
- Publication number
- JP3038565B2 JP3038565B2 JP3305632A JP30563291A JP3038565B2 JP 3038565 B2 JP3038565 B2 JP 3038565B2 JP 3305632 A JP3305632 A JP 3305632A JP 30563291 A JP30563291 A JP 30563291A JP 3038565 B2 JP3038565 B2 JP 3038565B2
- Authority
- JP
- Japan
- Prior art keywords
- wire mesh
- shaped
- wire
- construction
- mesh
- 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 - Lifetime
Links
Landscapes
- Revetment (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、石を金網製の容器の内
部に封入して護岸を行う施工方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 construction method for embankment by enclosing a stone in a wire netting container.
【0002】[0002]
【従来の技術】蛇籠工とか、ふとん籠工と称する、金網
の内部に多数の石を封入し、これを水面近くの斜面や河
川敷に付設して護岸を行う各種の方法は、以前から広く
利用されている。2. Description of the Related Art Various methods of enclosing a large number of stones inside a wire mesh called gabion or futon cage and attaching them to a slope near a water surface or a riverbed for seawall protection have been widely used. Have been.
【0003】[0003]
【従来技術の問題点】金網に石を封入して行う護岸の技
術で問題になるのは金網枠の組み立ての容易さ、および
石の収納、封入の容易さ、および施工後の姿がいかに整
然としているかという点である。その点からすると、従
来の護岸の施工方法はその種類によって長所もあるが問
題点もあった。[Problems of the prior art] The problem of seawall technology that encloses stones in wire mesh is that the ease of assembling the wire mesh frame, the ease of storing and enclosing the stones, and the appearance after construction are tidy. Is that From that point, the conventional revetment construction method has advantages depending on the type, but also has problems.
【0004】[0004]
【本発明の目的】本発明は上記のような点を改善するた
めになされたもので、特に施工が容易で施工後の形状を
整然と整えることのできる護岸の施工方法を提供するこ
とを目的とする。SUMMARY OF THE INVENTION The object of the present invention is to improve the above-mentioned points, and it is an object of the present invention to provide a method for constructing a revetment which is particularly easy to construct and can form a shape after the construction. I do.
【0005】[0005]
【問題点を解決するための手段】すなわち本発明は、護
岸すべき面の上に、側面金網と底面金網よりなる、断面
U字状のU字状金網を所定の間隔を隔てて並設し、ひと
つのU字状金網と、隣接するU字状金網との間は、底敷
き金網と垂直面の連結金網によって連結し、各側面金網
と垂直面の連結金網とによって形成された空間に石を投
入し、この石の上面をさらに金網で被覆して行う、護岸
の施工方法である。Means for Solving the problems] The present invention, on the surface to be seawall, consisting side Menkin network and bottom Menkin network, a U-shaped cross section of the U-shaped metal wire net at a predetermined distance juxtaposed Te, and one of the U-shaped metal wire net, between the adjacent U-shaped metal wire net, the bottom insole
Can be connected by a connecting wire mesh wire net and a vertical surface, stone was charged in the formed space by a connecting wire mesh on each side wire mesh and a vertical surface, performs an upper surface of the stone was further coated with metal mesh, construction method seawall It is.
【0006】[0006]
【本発明の構成】以下図面を参照しながら本発明につい
て説明する。 <イ>金網の製造 まずU字状金網1を製造する。(図1) このU字状金網1は、金網をU字状に組み合わせたもの
であり、底面金網11とその両側に垂直に立てた側面金
網12とより構成する。この底面金網11、および側面
金網12は、リングなどによって組み合わせ、相互に折
り畳み自在に構成する。そしてこのU字状金網1の中間
には複数の仕切り金網2を、やはりリングなどを介して
底面金網11に起倒自在に取り付ける。この仕切り金網
2を起こせば、U字状金網1の側面金網12の間に位置
させることができる。そのために、仕切り金網2の幅は
底面金網11の幅と等しく、高さは側面金網12の高さ
と等しく形成する。DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to the drawings. <A> Manufacturing of Wire Mesh First, the U-shaped wire mesh 1 is manufactured. (FIG. 1) The U-shaped wire mesh 1 is a combination of wire meshes in a U-shape, and is composed of a bottom wire mesh 11 and side wire meshes 12 vertically arranged on both sides thereof. The bottom wire mesh 11 and the side wire mesh 12 are combined by a ring or the like, and are configured to be mutually foldable. In the middle of the U-shaped wire mesh 1, a plurality of partition wire meshes 2 are attached to the bottom wire mesh 11 via a ring or the like so as to be able to be turned upside down. If the partition wire mesh 2 is raised, it can be located between the side wire meshes 12 of the U-shaped wire mesh 1. For this purpose, the width of the partition wire mesh 2 is equal to the width of the bottom wire mesh 11, and the height thereof is equal to the height of the side wire mesh 12.
【0007】さらに連結金網3を製造する。この連結金
網3は、ひとつのU字状金網1と、隣接するU字状金網
1とを連結するための面状の金網である。したがってこ
の連結金網3は、U字状金網1を敷設した場合の、U字
状金網1相互の間隔に等しい幅を有し、側面金網12の
高さと等しい高さに形成する。さらに底敷き金網4を製
造する。この底敷き金網4は、ひとつのU字状金網1
と、隣接するU字状金網1との間に敷設して両者を連結
する面状の金網である。したがってこの連結金網3は、
U字状金網1を敷設した場合の、U字状金網1相互の間
隔に等しい幅を有し、U字状金網1の長さと等しい長さ
に形成する。Further, the connecting wire net 3 is manufactured. The connection wire mesh 3 is a sheet-like wire mesh for connecting one U-shaped wire mesh 1 to an adjacent U-shaped wire mesh 1. Therefore, the connecting wire mesh 3 has a width equal to the interval between the U-shaped wire meshes 1 when the U-shaped wire mesh 1 is laid, and is formed to have a height equal to the height of the side wire mesh 12. Further, the bottom wire mesh 4 is manufactured. The underlay wire mesh 4 is composed of one U-shaped wire mesh 1.
And a U-shaped wire mesh 1 adjacent to the wire mesh. Therefore, this connecting wire mesh 3
When the U-shaped wire netting 1 is laid, it has a width equal to the interval between the U-shaped wire nettings 1 and is formed to have a length equal to the length of the U-shaped wire netting 1.
【0008】<ロ>金網の敷設(図2) まずU字状金網1を護岸すべき面の上に、開放部を上向
きにした状態で、一定間隔で並行に敷設する。次にU字
状金網1の内部の仕切り金網2を垂直に立ち上げて固定
する。仕切り金網2を立ち上げて固定することによっ
て、上面を開放し、多数に仕切りを設けた金網枠が形成
される。<B> Laying of Wire Mesh (FIG. 2) First, the U-shaped wire mesh 1 is laid in parallel on the surface to be revetd at regular intervals, with the open part facing upward. Next, the partition wire mesh 2 inside the U-shaped wire mesh 1 is vertically raised and fixed. By raising and fixing the partition wire mesh 2, the upper surface is opened and a wire mesh frame provided with many partitions is formed.
【0009】<ハ>U字状金網1の連結(図3) ひとつのU字状金網1と、隣接するU字状金網1との間
を連結する。そのためにまず底敷き金網4をU字状金網
1と、隣接するU字状金網1との間の地上に敷設する。
そして底敷き金網4の一側の縁部を、ひとつのU字状金
網1の側面金網12の下端に連結し、他端の縁部を、隣
接するU字状金網1の側面金網12の下端に連結する。
こうして両側のU字状金網1間を連結する。さらに底敷
き金網4の上には垂直に複数枚の連結金網3を取り付け
る。この底敷き金網4と、連結金網3の接続によって、
U字状金網1の間にも、上面を開放した金網枠が形成さ
れる。(図4)以上の順序とは逆に、先に連結用の底敷
き金網4を適当な間隔を介して敷いておき、その上に一
部を重複して間隔を介してU字状金網1を設置すること
ももちろん可能である。曲線部など特に地形の複雑な場
所ではそうした施工が必要な場合もある。その場合は連
結金網3の幅は場所によって違ってくるが、端部を切断
するか折り曲げればよい。<C> Connection of U-shaped wire net 1 (FIG. 3) One U-shaped wire net 1 is connected to an adjacent U-shaped wire net 1. For this purpose, the underlay wire mesh 4 is first laid on the ground between the U-shaped wire mesh 1 and the adjacent U-shaped wire mesh 1.
Then, one edge of the bottom wire mesh 4 is connected to the lower end of the side wire mesh 12 of one U-shaped wire mesh 1, and the other edge is connected to the lower end of the side wire mesh 12 of the adjacent U-shaped wire mesh 1. Connect to
Thus, the U-shaped wire nets 1 on both sides are connected. Further, a plurality of connecting wire meshes 3 are vertically mounted on the wire mesh 4 under the floor. By connecting the bottom wire mesh 4 and the connection wire mesh 3,
A wire mesh frame having an open upper surface is also formed between the U-shaped wire meshes 1. (FIG. 4) Contrary to the above sequence, a wire netting 4 for connection is laid first at an appropriate interval, and the U-shaped wire netting 1 is partially overlapped thereover with an interval therebetween. Of course, it is also possible to set up. Such construction may be necessary especially in a place with complicated terrain such as a curved part. In that case, the width of the connection wire mesh 3 varies depending on the location, but the end may be cut or bent.
【0010】<ハ>石の投入 以上のような工程で形成した金網枠体を設置した斜面の
上部、下部、あるいは平面の両側に多数の石を準備して
おく。そして、側面金網12と垂直面の金網とによって
形成された枠体内の空間に順次石を投入する。こうして
金網枠体の内部に石の充填が終わったら、この石の上面
をさらに金網で被覆して行う。こうして多数の石の周囲
の6面を金網で包囲した護岸施設の施工が完了する。<C> Injection of stones A large number of stones are prepared on the upper, lower, or both sides of the slope on which the wire mesh frame formed by the above-described process is installed. Then, stones are sequentially put into the space in the frame formed by the side wire mesh 12 and the vertical wire mesh. When the inside of the wire mesh frame has been filled with the stone, the stone is further covered with a wire mesh. In this way, the construction of the revetment facility in which the six surfaces around the many stones are surrounded by wire mesh is completed.
【0011】[0011]
【発明の効果】地形が複雑に変化する現場においては、
単一格(一定寸法)の金網枠を敷設しようとすると、敷
設間隔に過不足を生じて施工することが難しい。本発明
は一方のU字状金網と他方のU字状金網との間に、底敷
き金網と垂直面の連結金網とを連結して金網枠を製作す
るものであるから、U字状金網が単一規格品であって
も、その敷設間隔の拡狭変化に対応して金網枠の敷設エ
を行うことができ、地形が複雑に変化する現場における
施工性を大幅に改善することができる。また底敷き金網
と垂直面の連結金網とにより、各U字状金網間の敷設間
隔の変化に追従可能であるから、曲線部の施工(カーブ
施工)も簡単かつ整然と行うことができる。さらにU字
状金網の側面金網を相互に重合させないで金網枠を施工
できるので、施エコストの低減効果を喪失しないで済
む。[Effect of the Invention] In a place where the terrain changes in a complicated manner,
If you try to lay a single-size (constant dimension) wire mesh frame,
It is difficult to construct due to excessive or insufficient spacing. Since the present invention is to manufacture a wire mesh frame by connecting a bottom wire mesh and a vertical wire mesh between one U-shaped wire mesh and the other U-shaped wire mesh, the U-shaped wire mesh is Even if it is a single standard product, the wire mesh frame can be laid in response to the change in the laying interval, and the workability in a site where the terrain changes in a complicated manner can be greatly improved. Also the bottom wire mesh
Between the laying between each U-shaped wire mesh
Since it is possible to follow the change of the distance,
Construction) can be performed easily and orderly. More U-shaped
Construction of wire mesh frame without overlapping wire mesh of side wire mesh
The cost reduction effect
No.
【図1】本発明の施工に使用するU字状金網の一例の斜
視図FIG. 1 is a perspective view of an example of a U-shaped wire mesh used for construction according to the present invention.
【図2】施工状態の説明図FIG. 2 is an explanatory view of a construction state.
【図3】施工状態の説明図FIG. 3 is an explanatory view of a construction state.
【図4】施工状態の説明図FIG. 4 is an explanatory view of a construction state.
フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E02B 3/08 301 E02D 17/20 Continuation of the front page (58) Field surveyed (Int.Cl. 7 , DB name) E02B 3/08 301 E02D 17/20
Claims (1)
金網よりなる断面U字状のU字状金網を所定の間隔を隔
てて並設し、 ひとつのU字状金網と、隣接するU字状金網との間は、
底敷き金網と垂直面の連結金網によって連結し、 各側面金網と垂直面の連結金網とによって形成された空
間に石を投入し、 この石の上面をさらに金網で被覆して行う、 護岸の施工方法。To 1. A on the surface to be seawall side Menkin network and a bottom surface
U-shaped cross section of the U-shaped metal wire net of the septum predetermined intervals consisting of gold network
Between one U-shaped wire mesh and the adjacent U-shaped wire mesh,
Construction of revetment by connecting the bottom wire mesh with the vertical connecting wire mesh, putting the stone into the space formed by each side wire mesh and the vertical connecting wire mesh, and covering the top surface of this stone with the wire mesh further Method.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3305632A JP3038565B2 (en) | 1991-10-25 | 1991-10-25 | Construction method of revetment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3305632A JP3038565B2 (en) | 1991-10-25 | 1991-10-25 | Construction method of revetment |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH05118016A JPH05118016A (en) | 1993-05-14 |
JP3038565B2 true JP3038565B2 (en) | 2000-05-08 |
Family
ID=17947470
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3305632A Expired - Lifetime JP3038565B2 (en) | 1991-10-25 | 1991-10-25 | Construction method of revetment |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3038565B2 (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0630216U (en) * | 1992-09-17 | 1994-04-19 | 有限会社昌栄産業 | Futon basket |
KR100459241B1 (en) * | 2002-06-28 | 2004-12-03 | 허수영 | Method of constructing scouring-protective means |
KR20040025152A (en) * | 2002-09-18 | 2004-03-24 | 허수영 | Method of constructing scour-resistant means on riverbanks |
KR100708550B1 (en) * | 2005-09-13 | 2007-04-18 | 송기종 | Construction method and construction structure for inclined surfaces using gabion |
-
1991
- 1991-10-25 JP JP3305632A patent/JP3038565B2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH05118016A (en) | 1993-05-14 |
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