JP2003171922A - Connecting structure of covering material, revetment structure and revetment construction method - Google Patents

Connecting structure of covering material, revetment structure and revetment construction method

Info

Publication number
JP2003171922A
JP2003171922A JP2001373090A JP2001373090A JP2003171922A JP 2003171922 A JP2003171922 A JP 2003171922A JP 2001373090 A JP2001373090 A JP 2001373090A JP 2001373090 A JP2001373090 A JP 2001373090A JP 2003171922 A JP2003171922 A JP 2003171922A
Authority
JP
Japan
Prior art keywords
covering material
covering
revetment
suspension ring
connecting member
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
JP2001373090A
Other languages
Japanese (ja)
Inventor
Yukihiro Shinomura
幸廣 篠村
Satoshi Mase
聡 間瀬
Takeshi Iketani
毅 池谷
Yoshinobu Akiyama
義信 秋山
Minoru Hanzawa
稔 半沢
Hirofumi Koyama
裕文 小山
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.)
Kajima Corp
Tetra Co Ltd
Kyowa Co Ltd
Original Assignee
Kajima Corp
Tetra Co Ltd
Kyowa 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 Kajima Corp, Tetra Co Ltd, Kyowa Co Ltd filed Critical Kajima Corp
Priority to JP2001373090A priority Critical patent/JP2003171922A/en
Publication of JP2003171922A publication Critical patent/JP2003171922A/en
Pending legal-status Critical Current

Links

Landscapes

  • Revetment (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a connecting structure of a covering material, a revetment structure, and a revetment construction method capable of covering a revetment in a short construction period, and superior in stability after covering. <P>SOLUTION: A covering material connecting body 13 is formed by connecting a plurality of standard covering materials 1 by a connecting member 9 via suspending rings 11a. The suspending rings 11a are hooked on automatic release hooks 29 arranged on the tip of suspending ropes 28 of a suspending tool 27 installed on a floating crane 25. The suspending ropes 28 are lowered, and the covering material connecting body 13 is sunk under a water surface 19. <P>COPYRIGHT: (C)2003,JPO

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、被覆材の連結構
造、護岸構造および護岸の構築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 connecting structure for covering materials, a revetment structure, and a method for constructing a revetment.

【0002】[0002]

【従来の技術】従来、護岸の築造には、水中に設置した
捨石を被覆石で被覆する被覆石工法等が用いられてい
る。
2. Description of the Related Art Conventionally, for the construction of a revetment, a covering stone construction method of covering a rubble stone installed in water with a covering stone has been used.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、被覆石
工法では、使用する被覆石の加工に手間がかかるととも
に、捨石の海中均しや被覆石の設置に多数の潜水士を要
し、工期が長くなる問題があった。工期が長くなると、
構築中の護岸が波により被災する可能性が高くなる。ま
た、今後、被覆石に使用する大型の石材の供給不足が予
想されている。
However, in the covering stone construction method, it takes a lot of time to process the covering stone to be used, and a large number of divers are required for leveling the rubble in the sea and installing the covering stone, resulting in a long construction period. There was a problem. As the construction period becomes longer,
The seawall under construction will be more likely to be damaged by the waves. In addition, it is expected that there will be a shortage of large-scale stone materials used for coated stones in the future.

【0004】本発明は、このような問題に鑑みてなされ
たもので、その目的とするところは、短い工期で護岸を
被覆でき、被覆後の安定性が良い被覆材の連結構造、護
岸構造および護岸の構築方法を提供することにある。
The present invention has been made in view of the above problems, and an object of the present invention is to connect a revetment to a revetment which can cover the revetment in a short construction period and has good stability after coating, a revetment structure, and It is to provide a method of constructing a seawall.

【0005】[0005]

【課題を解決するための手段】前述した目的を達成する
ための第1の発明は、護岸を被覆する被覆材の連結構造
であって、被覆材に設けられた係合手段に連結部材を連
結させることによって、複数の前記被覆材を連結させる
ことを特徴とする被覆材の連結構造である。
A first invention for achieving the above-mentioned object is a connecting structure of a covering material for covering a revetment, wherein a connecting member is connected to an engaging means provided in the covering material. This is a structure for connecting a plurality of coating materials by connecting the plurality of coating materials.

【0006】被覆材には、中詰材が充填された網袋を使
用する。網袋の内部には、仕切り材や、網袋の上部と下
部を連結する中繋ぎ材を設けてもよい。被覆材に設けら
れる係合手段は、例えば吊環や、他の構造を有する係合
具であり、連結部材との係合具として、また、クレーン
等に吊下げる際の治具として用いられる。係合手段が被
覆材の上端部に設けられる場合には、各被覆材は上部で
連結される。係合手段が被覆材の上端部と下端部に設け
られる場合には、各被覆材は上部および下部で連結され
る。また、被覆材の下半部に設けたロープ等の帯状材の
端部に係合手段を取り付けてもよい。この場合には、各
被覆材は、上部や下部に加え、側方でも連結される。
A mesh bag filled with a filling material is used as the covering material. A partitioning material or a middle connecting material that connects the upper portion and the lower portion of the mesh bag may be provided inside the mesh bag. The engaging means provided on the covering material is, for example, a hanging ring or an engaging tool having another structure, and is used as an engaging tool with the connecting member or as a jig for hanging on a crane or the like. If the engagement means are provided at the upper end of the dressing, each dressing is connected at the top. When the engaging means are provided at the upper end and the lower end of the covering material, the respective covering materials are connected at the upper part and the lower part. Further, the engaging means may be attached to the end portion of the belt-shaped material such as a rope provided in the lower half portion of the covering material. In this case, the coating materials are connected not only to the upper and lower parts but also to the side.

【0007】連結部材は、被覆材と被覆材、または被覆
材と他の連結部材とを連結するものであり、例えば、チ
ェーンや連結吊環等で構成される本体の端部に、シャッ
クル等の係合具が設けられる。チェーンや連結吊環等の
構成を変えることにより、任意の形状の連結部材を形成
できる。
The connecting member connects the covering material and the covering material, or the covering material and another connecting member, and, for example, a shackle or the like is attached to an end portion of the main body composed of a chain or a connecting suspension ring. Fittings are provided. By changing the configuration of the chain, the connecting suspension ring, or the like, a connecting member having an arbitrary shape can be formed.

【0008】第1の発明では、被覆材に設けられた係合
手段に連結部材を連結し、複数の被覆材を連結させる。
複数の被覆材を連結することで、設置後に、波による各
被覆材の移動を抑制できる。
In the first aspect of the present invention, the connecting member is connected to the engaging means provided on the covering material to connect the plurality of covering materials.
By connecting a plurality of covering materials, the movement of each covering material due to waves can be suppressed after installation.

【0009】第2の発明は、第1の発明の被覆材の連結
構造を用いて連結された複数の被覆材を用いて捨石を被
覆したことを特徴とする護岸構造である。
A second aspect of the present invention is a revetment structure characterized in that rubble stones are coated with a plurality of coating materials connected using the connection structure of the coating material of the first invention.

【0010】第3の発明は、被覆材の係合手段に連結部
材を連結させて、被覆材連結体を形成する工程と、前記
被覆材連結体を吊り装置を用いて移動させる工程と、前
記被覆材連結体を捨石上に配置する工程とを具備するこ
とを特徴とする護岸の構築方法である。
A third aspect of the present invention includes the steps of connecting a connecting member to the engaging means of the covering material to form a covering material connecting body, moving the covering material connecting body using a hanging device, and And a step of arranging the connected covering material body on the rubble stones.

【0011】被覆材連結体は、第1の発明の被覆材の連
結構造を用いて形成される。被覆材連結体は、複数の被
覆材を、直線形状または多角形状に連結したものであ
る。吊り装置を用いて被覆材連結体を吊り下げる際に
は、連結部材の自重による弛みを抑えるため、被覆材連
結体の外側方向に張力を加えつつ吊り下げる。
The covering material connecting body is formed by using the covering material connecting structure of the first invention. The covering material connecting body is formed by connecting a plurality of covering materials in a linear shape or a polygonal shape. When suspending the covering material connected body using the suspending device, in order to suppress slack due to the weight of the connecting member, the covering material connected body is suspended while applying tension to the outside direction of the covering material connected body.

【0012】第3の発明では、第1の発明の連結構造を
用いて複数の被覆材を連結し、連結された被覆材を護岸
の捨石上に設置する。複数の被覆材を連結し、一括して
護岸に設置するので、製作・設置が容易で、長い工期を
要さない。
In the third invention, a plurality of covering materials are connected by using the connecting structure of the first invention, and the connected covering materials are installed on the rubble of the revetment. Since a plurality of covering materials are connected and installed on the seawall at once, it is easy to manufacture and install and does not require a long construction period.

【0013】[0013]

【発明の実施の形態】以下、図面に基づいて、本発明の
第1の実施の形態について詳細に説明する。図1は、標
準型被覆材1の概略図を示す。標準型被覆材1は、フィ
ルターユニットと呼ばれ、合成繊維製の網袋7の中に中
詰め材3が詰められたものである。網袋7は、ラッセル
編成した網を用いて形成されるのが好ましい。ラッセル
網は、他の無結節網に比べ、破断した個所が広がりにく
い特長を持つ。中詰め材3には、形状の小さな砕石等が
使用される。
BEST MODE FOR CARRYING OUT THE INVENTION A first embodiment of the present invention will be described in detail below with reference to the drawings. FIG. 1 shows a schematic view of a standard dressing 1. The standard type covering material 1 is called a filter unit, and the filling material 3 is packed in a net bag 7 made of synthetic fiber. The mesh bag 7 is preferably formed by using a Russell mesh. Russell net has the feature that the broken part is less likely to spread than other knotless nets. For the filling material 3, crushed stone having a small shape is used.

【0014】網袋7の頂部5には、吊環11aが設けら
れる。吊環11aは、図4に示す連結部材9との係合具
およびクレーン等への吊下げ用の治具として使用され
る。吊環11aは、耐久性があり、標準型被覆材1の重
量に耐え得る強度を有する材質である。
A hanging ring 11a is provided on the top portion 5 of the net bag 7. The suspension ring 11a is used as an engaging tool with the connecting member 9 shown in FIG. 4 and a jig for suspending the crane or the like. The suspension ring 11a is a material that is durable and has a strength that can withstand the weight of the standard type covering material 1.

【0015】図2は、被覆材連結体13aの平面図を示
す。被覆材連結体13aでは、三角形状に並べられた3
つの標準型被覆材1を1組とし、2組の標準型被覆材1
が並べて配置される。隣接する標準型被覆材1は、吊環
11aを介して連結部材9で連結される。被覆材連結体
13aは、6つの標準型被覆材1を、8本の連結部材9
で連結したものである。
FIG. 2 shows a plan view of the covering material connecting body 13a. In the covering material connecting body 13a, three pieces arranged in a triangular shape are arranged.
One standard type dressing 1 as one set and two sets of standard type dressing 1
Are arranged side by side. Adjacent standard type covering materials 1 are connected by a connecting member 9 via a suspension ring 11a. The covering material connecting body 13a includes six standard type covering materials 1 and eight connecting members 9
It is connected with.

【0016】図3は、被覆材連結体13bの平面図を示
す。被覆材連結体13bでは、中央の標準型被覆材1の
周囲に6つの標準型被覆材1が配置される。隣接する標
準型被覆材1は、吊環11aを介して連結部材9で連結
される。被覆材連結体13bは、7つの標準型被覆材1
を、12本の連結部材9で連結したものである。
FIG. 3 is a plan view of the covering material connecting body 13b. In the covering material connecting body 13b, six standard covering materials 1 are arranged around the central standard covering material 1. Adjacent standard type covering materials 1 are connected by a connecting member 9 via a suspension ring 11a. The covering material connecting body 13b includes seven standard type covering materials 1
Are connected by 12 connecting members 9.

【0017】図4は、連結部材9の詳細図を示す。連結
部材9は、チェーン15と、チェーン15の両端に設け
られたシャックル17で構成され、標準型被覆材1の直
径とほぼ同等の長さを有する。連結部材9は、シャック
ル17を標準型被覆材1の吊環11aに係合し、標準型
被覆材1を連結するものである。
FIG. 4 shows a detailed view of the connecting member 9. The connecting member 9 is composed of a chain 15 and shackles 17 provided at both ends of the chain 15, and has a length substantially equal to the diameter of the standard type covering material 1. The connecting member 9 engages the shackle 17 with the suspension ring 11 a of the standard type covering material 1 to connect the standard type covering material 1.

【0018】次に、標準型被覆材1を使用した護岸の被
覆方法について説明する。まず、標準型被覆材1の網袋
7を型枠(図示せず)にセットし、砕石等の中詰め材3
を投入する。網袋7の頂部5に取り付けられた吊環11
aを介して、クレーン等で標準型被覆材1を仮吊し、網
袋7の口を縛る。標準型被覆材1を下ろした後、クレー
ン等で型枠を引き抜き、図1に示す状態の標準型被覆材
1を完成する。
Next, a method of covering the seawall using the standard type covering material 1 will be described. First, the net bag 7 of the standard type covering material 1 is set in a form (not shown), and the filling material 3 such as crushed stone is set.
Throw in. Hanging ring 11 attached to the top 5 of the net bag 7
The standard type covering material 1 is temporarily hung with a crane or the like through a, and the mouth of the net bag 7 is tied. After lowering the standard mold covering 1, the mold is pulled out by a crane or the like to complete the standard mold covering 1 in the state shown in FIG.

【0019】次に、複数の標準型被覆材1を、図2また
は図3に示す状態に配置する。さらに、所定の位置に連
結部材9を配置し、標準型被覆材1の吊環11aに、図
4に示す連結部材9のシャックル17を取り付けてい
く。所定の位置、数量の連結部材9を取り付けて、被覆
材連結体13aまたは13bを完成する。
Next, a plurality of standard type covering materials 1 are arranged in the state shown in FIG. 2 or FIG. Further, the connecting member 9 is arranged at a predetermined position, and the shackle 17 of the connecting member 9 shown in FIG. 4 is attached to the suspension ring 11a of the standard type covering material 1. The connecting member 9 of a predetermined position and quantity is attached to complete the covering material connecting body 13a or 13b.

【0020】図5は、被覆材連結体13の設置工程を示
す図である。水面19上のフローティングクレーン25
の吊り具26に、吊下げ用治具27を吊り下げる。吊下
げ用治具27には、複数の吊下げロープ28が設けられ
る。吊下げ用治具27の形状、吊下げロープ28の数量
は、吊り下げられる被覆材連結体13の形状によって異
なる。吊下げロープ28は、巻き上げおよび巻き下げが
可能である。吊下げロープ28は、それぞれ先端にオー
トリリースフック29を有する。
FIG. 5 is a diagram showing a step of installing the covering material connecting body 13. Floating crane 25 on the water surface 19
The hanging jig 27 is hung on the hanging tool 26. The hanging jig 27 is provided with a plurality of hanging ropes 28. The shape of the hanging jig 27 and the number of the hanging ropes 28 differ depending on the shape of the covering material connecting body 13 to be hung. The suspension rope 28 can be wound up and down. The hanging ropes 28 each have an automatic release hook 29 at the tip.

【0021】陸上で形成された被覆材連結体13の標準
型被覆材1の吊環11aにオートリリースフック29を
掛け、フローティングクレーン25で被覆材連結体13
を吊り下げる。フローティングクレーン25を適切な位
置に移動させ、吊下げロープ28を巻き下げ、被覆材連
結体13を水面19下に沈設する。
The automatic release hook 29 is hung on the suspension ring 11a of the standard type covering material 1 of the covering material connecting body 13 formed on land, and the covering material connecting body 13 is connected by the floating crane 25.
Hang. The floating crane 25 is moved to an appropriate position, the suspension rope 28 is wound down, and the covering material coupling body 13 is sunk below the water surface 19.

【0022】図6は、被覆された護岸21の断面図であ
る。護岸21は、捨石22で形成されている。護岸21
の法面23や上面24などの設置面に被覆材連結体13
が接触すると、自動的にオートリリースフック29が吊
環11aからはずれる。オートリリースフック29がは
ずれると、吊下げロープ28を巻き上げ、フローティン
グクレーン25を移動させて、次の被覆材連結体13を
吊下げ用治具27に吊下げる。所定の設置面に被覆材連
結体13を順次敷き詰め、図6に示す状態の護岸21を
形成する。
FIG. 6 is a cross-sectional view of the covered revetment 21. The seawall 21 is formed of rubble stones 22. Revetment 21
On the installation surface such as the slope 23 and the upper surface 24 of the
When is touched, the automatic release hook 29 is automatically disengaged from the suspension ring 11a. When the automatic release hook 29 is disengaged, the suspension rope 28 is wound up, the floating crane 25 is moved, and the next covering material connecting body 13 is suspended on the suspension jig 27. The covering material connecting body 13 is sequentially spread on a predetermined installation surface to form the seawall 21 in the state shown in FIG.

【0023】第1の実施の形態で使用する標準型被覆材
1は、被覆石に比べ柔軟な構造を有するので、護岸21
の法面23や上面24との馴染みがよく、安定性に優れ
る。被覆材連結体13は、チェーン15等で構成される
連結部材9で標準型被覆材1が連結されるので、可撓性
を有する。また、波の作用等で局所的に揚圧力が作用
し、1つの標準型被覆材1が浮き上がろうとしても、周
囲の標準型被覆材1が変動を抑える効果がある。
Since the standard type covering material 1 used in the first embodiment has a more flexible structure than the covering stone, the revetment 21
The slope 23 and the upper surface 24 are well compatible with each other and are excellent in stability. The covering material connecting body 13 is flexible because the standard covering material 1 is connected by the connecting member 9 including the chain 15. In addition, even if one standard type covering material 1 tries to float up due to the local action of the lifting force due to the action of waves or the like, the surrounding standard type covering material 1 has an effect of suppressing fluctuation.

【0024】また、被覆材連結体13を陸上ヤードで連
結しておき、水面19上でフローティングクレーン25
を用いて設置するので、一括施工が可能となる。また、
出来形の管理が容易となる。製作、施工が容易なので、
熟練工を必要とせず、工期を短縮でき、経済性に優れ
る。
In addition, the covering material connecting body 13 is connected in the land yard, and the floating crane 25 is placed on the water surface 19.
Since it is installed using, it is possible to carry out batch construction. Also,
The management of the finished product becomes easy. Easy to manufacture and install,
It does not require skilled workers, shortens the construction period, and is highly economical.

【0025】なお、被覆材連結体13の形状は、図2、
図3に示す被覆材連結体13a、13bに限らない。設
置面の規模や状態によって、直線形状や多角形状に任意
の数で連結できる。標準型被覆材1の形状は、図1に示
すものに限らず、例えば、方形としてもよい。
The shape of the covering material connecting body 13 is as shown in FIG.
It is not limited to the covering material connecting bodies 13a and 13b shown in FIG. Depending on the scale and condition of the installation surface, any number of linear or polygonal shapes can be connected. The shape of the standard type covering material 1 is not limited to that shown in FIG. 1, and may be, for example, a square shape.

【0026】連結部材9では、チェーン15の代わり
に、ワイヤ、ロープ、ラバーチェーン等を使用してもよ
い。チェーン15の代替材料には、被覆材連結体13
a、13bの可撓性を損なわず、海水に対して耐久性の
あるものを選択する。また、連結部材9では、シャック
ル17以外の係合具を用いても良い。連結部材9は、図
4に示すような直線状でなく、枝分かれ等のある任意の
形状の部材とできる。また、吊環11aの形状は円形に
限らず、多角形等でもよい。標準型被覆材1には、吊環
11a以外の係合手段を取り付けてもよい。
In the connecting member 9, instead of the chain 15, a wire, a rope, a rubber chain or the like may be used. As a substitute material for the chain 15, the covering material connecting body 13 is used.
A material that does not impair the flexibility of a and 13b and is durable against seawater is selected. Further, the connecting member 9 may use an engaging tool other than the shackle 17. The connecting member 9 may be a member having an arbitrary shape such as a branch, instead of the linear shape shown in FIG. Further, the shape of the suspension ring 11a is not limited to a circular shape, and may be a polygonal shape or the like. Engaging means other than the suspension ring 11a may be attached to the standard type covering material 1.

【0027】次に、第2の実施の形態について説明す
る。図7は、第2の実施の形態の標準型被覆材31の概
略図である。標準型被覆材31は、合成繊維製の網袋3
5の中に中詰め材33が詰められたものである。網袋3
5は、ラッセル編成した網を用いて形成されるのが好ま
しい。ラッセル網は、他の無結節網に比べ、破断した個
所が広がりにくい特長を持つ。中詰め材33には、形状
の小さな砕石等が使用される。
Next, a second embodiment will be described. FIG. 7 is a schematic view of the standard type covering material 31 of the second embodiment. The standard type covering material 31 is a net bag 3 made of synthetic fiber.
5 is filled with the filling material 33. Net bag 3
5 is preferably formed by using a net formed by Russell knitting. Russell net has the feature that the broken part is less likely to spread than other knotless nets. As the filling material 33, crushed stone having a small shape is used.

【0028】網袋35の両端には、吊環37が設けられ
る。吊環37は、図8に示す連結部材43との係合具、
またはクレーン等への吊下げ用の治具として使用され
る。吊環37は、耐久性があり、標準型被覆材31の重
量に耐え得る強度を有する材質である。
Suspension rings 37 are provided at both ends of the net bag 35. The suspension ring 37 is an engagement tool with the connecting member 43 shown in FIG.
Or used as a jig for hanging on a crane. The suspension ring 37 is a material that is durable and has a strength capable of withstanding the weight of the standard type covering material 31.

【0029】図8は、2つの標準型被覆材31を連結す
る場合の連結部材43の詳細図を示す。連結部材43
は、中央の連結吊環47と、2つのシャックル45で構
成される。連結吊環47は、連結された複数の標準型被
覆材31をクレーン等に吊下げる際の治具として使用さ
れる。連結吊環47は、連結された標準型被覆材31の
吊下げに十分な強度を有する材質とする。シャックル4
5は、標準型被覆材31の吊環37との係合具として使
用される。シャックル45の数量は、連結する標準型被
覆材31の数量に応じて変更される。
FIG. 8 shows a detailed view of the connecting member 43 when the two standard type covering materials 31 are connected. Connecting member 43
Is composed of a central connecting suspension ring 47 and two shackles 45. The connecting suspension ring 47 is used as a jig when suspending the plurality of connected standard type covering materials 31 on a crane or the like. The connecting suspension ring 47 is made of a material having sufficient strength to suspend the connected standard type covering material 31. Shackle 4
5 is used as an engagement tool with the suspension ring 37 of the standard type covering material 31. The number of shackles 45 is changed according to the number of standard type covering materials 31 to be connected.

【0030】次に、標準型被覆材31を使用した護岸の
被覆方法について、第1の実施の形態と異なる部分を説
明する。標準型被覆材31の網袋35は、両端の結び目
を外に出したものである。標準型被覆材31では、網袋
35の両端の結び目に吊環37を取り付ける。
Next, a part of the method of covering the seawall using the standard type covering material 31 which is different from that of the first embodiment will be described. The mesh bag 35 of the standard type covering material 31 has the knots at both ends exposed. In the standard type covering material 31, the hanging rings 37 are attached to the knots at both ends of the net bag 35.

【0031】次に、図8に示すように、標準型被覆材3
1の吊環37に、連結部材43のシャックル45を係合
して複数の標準型被覆材31を連結する。ここで、例え
ば、4つの標準型被覆材31を1箇所で連結する場合に
は、4つのシャックル45を有する連結部材43を使用
する。なお、連結する標準型被覆材31の吊環37が近
接していない場合には、第1の実施の形態の連結部材9
を併用することができる。
Next, as shown in FIG. 8, the standard type covering material 3
The shackle 45 of the connecting member 43 is engaged with the one suspension ring 37 to connect the plurality of standard type covering materials 31. Here, for example, when connecting four standard type covering materials 31 at one place, a connecting member 43 having four shackles 45 is used. When the suspension ring 37 of the standard type covering material 31 to be connected is not close, the connecting member 9 of the first embodiment is used.
Can be used together.

【0032】図9は、被覆された護岸21の断面図であ
る。連結された標準型被覆材31を、第1の実施の形態
と同様に、フローティングクレーンと吊下げ用治具を用
いて水面19下に沈設し、所定の設置面の捨石22上に
順次敷き詰める。そして、図9に示す状態の護岸21を
形成する。
FIG. 9 is a sectional view of the covered revetment 21. Similar to the first embodiment, the connected standard type covering material 31 is sunk below the water surface 19 using a floating crane and a hanging jig, and is sequentially spread on the rubble 22 on a predetermined installation surface. Then, the seawall 21 in the state shown in FIG. 9 is formed.

【0033】第2の実施の形態においても、標準型被覆
材31を用いること、チェーン15等で構成される連結
部材9や連結部材43を用いて被覆材連結体39を形成
すること、被覆材連結体39を一括して施工することに
より、第1の実施の形態と同様の効果が得られる。
Also in the second embodiment, the standard type covering material 31 is used, the covering material connecting body 39 is formed using the connecting member 9 and the connecting member 43 formed of the chain 15 and the like, and the covering material is used. The same effect as that of the first embodiment can be obtained by collectively constructing the connecting body 39.

【0034】なお、標準型被覆材31の形状は、図7に
示すものでなくてもよい。被覆材連結体39は、任意の
数量の標準型被覆材31を直線形状や多角形状に配置し
て形成できる。また、第1の実施の形態と同様に、連結
部材9の構成部材や形状は、図4に示すものに限らな
い。
The shape of the standard type covering material 31 need not be as shown in FIG. The covering material connecting body 39 can be formed by arranging an arbitrary number of standard type covering materials 31 in a linear shape or a polygonal shape. Further, similarly to the first embodiment, the constituent members and the shape of the connecting member 9 are not limited to those shown in FIG.

【0035】さらに、連結部材9、連結部材43で使用
する係合具は、シャックル17、シャックル45に限ら
ない。連結部材43は、複数の連結吊環47を任意の形
状に連結したものに係合具を取り付けても良い。また、
吊環37、連結吊環47の形状は円形に限らず、多角形
等でもよい。標準型被覆材31には、吊環37以外の係
合具を取り付けてもよい。
Further, the engagement tools used in the connecting member 9 and the connecting member 43 are not limited to the shackle 17 and the shackle 45. As the connecting member 43, an engaging tool may be attached to a plurality of connecting suspension rings 47 connected in an arbitrary shape. Also,
The shapes of the hanging ring 37 and the connecting hanging ring 47 are not limited to circular shapes, and may be polygonal shapes or the like. An engagement tool other than the suspension ring 37 may be attached to the standard type covering material 31.

【0036】第1、第2の実施の形態では、陸上で標準
型被覆材1、1aを連結してからフローティングクレー
ンを用いて一括施工したが、標準型被覆材1、1aを護
岸21上に直線形状や多角形状に配置してから連結部材
9、43で連結してもよい。この場合でも、可撓性を有
する連結部材9や連結部材43を用いて被覆材を連結す
ることによる効果は損なわれない。
In the first and second embodiments, the standard type covering materials 1 and 1a are connected on land and then collectively applied using a floating crane. However, the standard type covering materials 1 and 1a are placed on the revetment 21. It may be arranged in a linear shape or a polygonal shape and then connected by the connecting members 9 and 43. Even in this case, the effect of connecting the covering material by using the flexible connecting member 9 or the connecting member 43 is not impaired.

【0037】次に、第3の実施の形態について説明す
る。図10は、仕切り型被覆材51の立面図、図11は
仕切り型被覆材51の平面図である。仕切り型被覆材5
1では、第1の実施の形態の標準型被覆材1の構成部材
に加え、網袋7の内部に中仕切り網53が設けられる。
中仕切り網53は、網袋7と同様の材質であり、網袋7
の内部を、例えば4分割するように設けられる。また、
網袋7の下端部に、吊環11bが設けられる。吊環11
bは、連結部材との係合具やクレーン等への吊下げ用の
治具として使用され、第1の実施の形態の吊環11aと
同様の材質である。
Next, a third embodiment will be described. FIG. 10 is an elevation view of the partition type covering material 51, and FIG. 11 is a plan view of the partition type covering material 51. Partition type coating material 5
In No. 1, a partition net 53 is provided inside the net bag 7 in addition to the constituent members of the standard type covering material 1 of the first embodiment.
The partitioning net 53 is made of the same material as the net bag 7,
Is provided so as to be divided into four, for example. Also,
A hanging ring 11b is provided at the lower end of the net bag 7. Hanging ring 11
b is used as an engaging tool with the connecting member or a jig for hanging on a crane or the like, and is made of the same material as the hanging ring 11a of the first embodiment.

【0038】図12は、接地時の被覆材連結体59の立
面図である。被覆材連結体59では、例えば、4つの仕
切り型被覆材51が直線形状に配置される。上部連結5
5は、各仕切り型被覆材51の上部を連結するもので、
複数の連結部材9と吊環11aで構成される。下部連結
57は、各仕切り型被覆材51の下部を連結するもの
で、複数の連結部材9と吊環11bで構成される。連結
部材9には、第1の実施の形態と同様に、図4に示すの
ものを使用する。
FIG. 12 is an elevation view of the covering material connecting body 59 at the time of grounding. In the covering material coupling body 59, for example, four partition-type covering materials 51 are arranged in a linear shape. Upper connection 5
5 is for connecting the upper part of each partition type covering material 51,
It is composed of a plurality of connecting members 9 and a suspension ring 11a. The lower part connection 57 connects the lower part of each partitioning type covering material 51, and is composed of a plurality of connecting members 9 and the suspension ring 11b. As the connecting member 9, the one shown in FIG. 4 is used as in the first embodiment.

【0039】次に、仕切り型被覆材51を使用した護岸
の被覆方法について説明する。仕切り型被覆材51で
は、中仕切り網53が設けられた網袋7に中詰め材(図
示せず)を投入する。また、網袋7の上端部と下端部
に、それぞれ吊環11a、11bをを取り付ける。
Next, a method of covering a revetment using the partition type covering material 51 will be described. In the partition type covering material 51, a filling material (not shown) is put into the mesh bag 7 provided with the dividing mesh 53. Further, suspension rings 11a and 11b are attached to the upper end and the lower end of the net bag 7, respectively.

【0040】次に、図12に示すような被覆材連結体5
9を形成する。複数の仕切り型被覆材51と連結部材9
を所定の位置に配置し、仕切り型被覆材51の上端部の
吊環11aに、上部連結55に使用する連結部材9のシ
ャックル17を係合する。また、下端部の吊環11b
に、下部連結57に使用する連結部材9のシャックル1
7を係合する。所定の位置、数量の連結部材9を取り付
けて、被覆材連結体59を完成する。
Next, a covering material connecting body 5 as shown in FIG.
9 is formed. A plurality of partition type covering materials 51 and connecting members 9
Is arranged at a predetermined position, and the shackle 17 of the connecting member 9 used for the upper connection 55 is engaged with the suspension ring 11a at the upper end of the partitioning type covering material 51. Also, the suspension ring 11b at the lower end
The shackle 1 of the connecting member 9 used for the lower connection 57
Engage 7 The covering member connecting body 59 is completed by attaching the connecting members 9 in predetermined positions and quantities.

【0041】図13は、被覆材連結体59の移動時の状
態を示す図である。第1の実施の形態と同様に、吊下げ
用治具63を、フローティングクレーン(図示せず)に
吊り下げる。吊下げ用治具63は、複数の吊下げロープ
61a、61bを有する。吊下げロープ61aは、各仕
切り型被覆材51の吊環11aを用いて、被覆材連結体
59を吊下げる。吊下げロープ61bは、上部連結55
の両端部に位置する吊環11aと、下部連結57の両端
部に位置する吊環11bを用いて、被覆材連結体59を
吊下げる。吊環11a、11bは、それぞれ吊下げロー
プ61a、61bの先端に設けられたオートリリースフ
ック(図示せず)等に掛けられる。
FIG. 13 is a diagram showing a state in which the covering material connecting body 59 is moved. Similar to the first embodiment, the hanging jig 63 is suspended on a floating crane (not shown). The hanging jig 63 has a plurality of hanging ropes 61a and 61b. The suspension rope 61a suspends the covering material coupling body 59 by using the suspension ring 11a of each partitioning type covering material 51. The hanging rope 61b has an upper connection 55.
The covering material connecting body 59 is hung by using the suspension rings 11a located at both ends of the lower coupling 57 and the suspension rings 11b located at both ends of the lower coupling 57. The suspension rings 11a and 11b are hung on automatic release hooks (not shown) provided at the ends of the suspension ropes 61a and 61b, respectively.

【0042】被覆材連結体59を吊下げ用治具63で移
動させる際、上部連結55および下部連結57に使用す
る連結部材9が、自重で内側に引張られる。吊下げロー
プ61bは、被覆材連結体59の外側方向に張力を加
え、上部連結55や下部連結55の連結部材9が弛まな
いよう調整する。なお、図12に示す様に、仕切り型被
覆材51は、接地すると平面状に広がる。これを考慮し
て吊下げロープ61aの間隔を設定する。
When the covering material connecting body 59 is moved by the hanging jig 63, the connecting member 9 used for the upper connecting portion 55 and the lower connecting portion 57 is pulled inward by its own weight. The hanging rope 61b applies tension to the outer side of the covering material connecting body 59 so as to prevent the connecting members 9 of the upper connection 55 and the lower connection 55 from loosening. As shown in FIG. 12, the partition-type covering material 51 spreads in a plane when it is grounded. In consideration of this, the interval of the hanging ropes 61a is set.

【0043】図13に示す状態で被覆材連結体59を移
動させ、水面下に沈設し、図12に示す状態に接地させ
る。護岸の所定の設置面に、被覆材連結体59を順次敷
き詰め、護岸を被覆する。
In the state shown in FIG. 13, the covering material connecting body 59 is moved, sunk below the water surface, and grounded in the state shown in FIG. The covering material connection body 59 is sequentially spread on a predetermined installation surface of the seawall to cover the seawall.

【0044】第3の実施の形態においても、第1、第2
の実施の形態と同様の効果が得られる。第3の実施の形
態では、被覆材連結体59の上端部のみでなく、下端部
も連結することで、海底設置時に上部連結55や下部連
結57の連結部材9の緩みが低減され、第1、第2の実
施の形態と比較して、波浪に対する浮き上がり防止の効
果がさらに高まる。
Also in the third embodiment, the first and second
The same effect as that of the embodiment can be obtained. In the third embodiment, by connecting not only the upper end portion of the covering material connecting body 59 but also the lower end portion thereof, the looseness of the connecting member 9 of the upper connecting portion 55 and the lower connecting portion 57 at the time of installation on the seabed is reduced, and As compared with the second embodiment, the effect of preventing floating against waves is further enhanced.

【0045】なお、仕切り型被覆材51の形状や中仕切
り網53の数量は、図10、図11に示すものでなくて
もよい。また、第1の実施の形態と同様に、連結部材9
の構成部材や形状は図4に示すものに限らない。吊環1
1a、11bの形状は円形に限らず、吊環11a、11
b以外の係合手段を取り付けてもよい。
The shape of the partition type covering material 51 and the number of the intermediate partition nets 53 do not have to be those shown in FIGS. 10 and 11. In addition, as in the first embodiment, the connecting member 9
The constituent members and shapes of are not limited to those shown in FIG. Hanging ring 1
The shapes of 1a and 11b are not limited to circular shapes, and the hanging rings 11a and 11b
Engaging means other than b may be attached.

【0046】仕切り型被覆材51の代りに、図1に示す
標準型被覆材1の下端部に吊環11bを設けたものや、
図14に示す上下連結型被覆材65の結合ロープ67と
吊環11cを除いたものを使用しても良い。標準型被覆
材1を用いる場合には、接地時に吊下げ時より平面状に
広がることを考慮して吊下げロープの間隔を設定する。
上下連結型被覆材65を用いる場合には、接地時と吊下
げ時との形状の変化が小さいことを考慮して吊下げロー
プの間隔を設定する。
Instead of the partition type covering material 51, one having a hanging ring 11b at the lower end of the standard type covering material 1 shown in FIG.
You may use what removed the connection rope 67 and suspension ring 11c of the up-and-down connection type covering material 65 shown in FIG. When the standard type covering material 1 is used, the interval between the suspending ropes is set in consideration of the fact that the suspending rope spreads more flatly when grounded than when suspended.
When the upper and lower connection type covering material 65 is used, the interval between the hanging ropes is set in consideration of the small change in shape between the grounding and the hanging.

【0047】さらに、被覆材連結体59を構成する被覆
材の数量や配置形状は、図12に示すものに限らない。
任意の数量の被覆材を、直線形状や多角形状に配置し
て、上部連結55で上端部を、下部連結57で下端部を
連結することができる。吊下げ用治具63の形状、吊下
げロープ61a、61bの数量は、吊り下げられる被覆
材連結体59の形状によって異なる。
Further, the number and arrangement shape of the covering materials forming the covering material connecting body 59 are not limited to those shown in FIG.
An arbitrary number of covering materials can be arranged in a linear shape or a polygonal shape, and the upper connection 55 can connect the upper end portion and the lower connection 57 can connect the lower end portion. The shape of the hanging jig 63 and the numbers of the hanging ropes 61a and 61b differ depending on the shape of the covering material coupling body 59 to be hung.

【0048】次に、第4の実施の形態について説明す
る。図14は、上下連結型被覆材65の立面図、図15
は上下連結型被覆材65の平面図である。上下連結型被
覆材65では、第1の実施の形態の標準型被覆材1の構
成部材に加え、網袋7の内部に中繋ぎ材69が設けられ
る。中繋ぎ材69は、網袋7の上端部と下端部とを繋ぐ
ものであり、例えば、合成繊維製のロープ、ベルト等が
使用される。
Next, a fourth embodiment will be described. FIG. 14 is an elevation view of the upper and lower connection type covering material 65, and FIG.
[Fig. 4] is a plan view of an upper and lower connection type covering material 65. In the up-and-down connection type covering material 65, in addition to the constituent members of the standard type covering material 1 of the first embodiment, a middle connecting material 69 is provided inside the net bag 7. The middle connecting member 69 connects the upper end portion and the lower end portion of the net bag 7, and for example, a rope, a belt or the like made of synthetic fiber is used.

【0049】また、網袋7の下端部に、吊環11bが設
けられる。さらに、網袋7の下半部に、図15に示すよ
うな十字状に、帯状の結合ロープ67が設けられる。結
合ロープ67の端部には、吊環11cが取り付けられ
る。吊環11b、11cは、連結部材との係合具やクレ
ーン等への吊下げ用の治具として使用され、第1の実施
の形態の吊環11aと同様の材質である。
A hanging ring 11b is provided at the lower end of the net bag 7. Further, in the lower half portion of the net bag 7, a band-shaped connecting rope 67 is provided in a cross shape as shown in FIG. The suspension ring 11c is attached to the end of the connecting rope 67. The suspension rings 11b and 11c are used as an engaging tool with the connecting member and a jig for suspending the crane or the like, and are made of the same material as that of the suspension ring 11a of the first embodiment.

【0050】図16は、接地時の被覆材連結体73の立
面図である。被覆材連結体73では、例えば、4つの上
下連結型被覆材65が直線形状に配置される。被覆材連
結体73は、第3の実施の形態の被覆材連結体59と同
様に、上部を上部連結55で、下部を下部連結57で連
結する。さらに、側方連結71で各仕切り型被覆材51
の側方部を連結する。側方連結71は、複数の連結部材
9と吊環11cで構成される。連結部材9には、第1の
実施の形態と同様に、図4に示すのものを使用する。
FIG. 16 is an elevational view of the covering material connecting body 73 at the time of grounding. In the covering material connecting body 73, for example, four upper and lower connecting type covering materials 65 are linearly arranged. Similar to the covering material connecting body 59 of the third embodiment, the covering material connecting body 73 connects the upper portion with the upper connecting portion 55 and the lower portion with the lower connecting portion 57. Further, each partition type covering material 51 is connected by the side connection 71.
Connect the side parts of. The lateral connection 71 includes a plurality of connecting members 9 and a suspension ring 11c. As the connecting member 9, the one shown in FIG. 4 is used as in the first embodiment.

【0051】次に、上下連結型被覆材65を使用した護
岸の被覆方法について説明する。上下連結型被覆材65
では、中繋ぎ材69と結合ロープ67が設けられた網袋
7に中詰め材(図示せず)を投入する。また、網袋7の
上端部と下端部に、それぞれ吊環11a、11bを取り
付ける。結合ロープ67の端部には、吊環11cを取り
付ける。
Next, a method of covering a revetment using the upper and lower connecting type covering materials 65 will be described. Vertical connection type covering material 65
Then, a filling material (not shown) is put into the mesh bag 7 provided with the connecting material 69 and the connecting rope 67. In addition, suspension rings 11a and 11b are attached to the upper end and the lower end of the net bag 7, respectively. The suspension ring 11c is attached to the end of the connecting rope 67.

【0052】次に、図16に示すような被覆材連結体7
3を形成する。複数の上下連結型被覆材65と連結部材
9を所定の位置に配置し、上下連結型被覆材65の上端
部の吊環11aに、上部連結55に使用する連結部材9
のシャックル17を係合する。また、下端部の吊環11
bに、下部連結57に使用する連結部材9のシャックル
17を係合する。さらに、側方部の吊環11cに、側方
連結71に使用する連結部材9のシャックル17を係合
する。所定の位置、数量の連結部材9を取り付けて、被
覆材連結体73を完成する。
Next, a covering material connecting body 7 as shown in FIG.
3 is formed. A plurality of upper and lower connecting type covering materials 65 and the connecting member 9 are arranged at predetermined positions, and the connecting member 9 used for the upper connecting 55 to the suspension ring 11a at the upper end of the upper and lower connecting type covering material 65.
The shackle 17 of is engaged. Also, the suspension ring 11 at the lower end
The shackle 17 of the connecting member 9 used for the lower connection 57 is engaged with b. Further, the shackle 17 of the connecting member 9 used for the side connection 71 is engaged with the suspension ring 11c on the side portion. The covering member connecting body 73 is completed by attaching the connecting members 9 in predetermined positions and quantities.

【0053】図17は、被覆材連結体73の移動時の状
態を示す図である。第1の実施の形態と同様に、吊下げ
用治具75を、フローティングクレーン(図示せず)に
吊り下げる。吊下げ用治具75は、複数の吊下げロープ
77a、77b、77cを有する。吊下げロープ77
a、77cは、それぞれ、各仕切り型被覆材51の吊環
11a、11cを用いて、被覆材連結体73を吊下げ
る。吊下げロープ77bは、上部連結55の両端部に位
置する吊環11aと、下部連結57の両端部に位置する
吊環11bと、側方連結71の両端部に位置する吊環1
1cを用いて、被覆材連結体73を吊下げる。吊環11
a、11b、11cは、それぞれ吊下げロープ77a、
77b、77cの先端に設けられたオートリリースフッ
ク(図示せず)等に掛けられる。
FIG. 17 is a diagram showing a state in which the connected covering material 73 is moving. Similar to the first embodiment, the hanging jig 75 is hung on a floating crane (not shown). The hanging jig 75 has a plurality of hanging ropes 77a, 77b, 77c. Hanging rope 77
a and 77c hang the covering material connecting body 73 by using the suspension rings 11a and 11c of the partitioning type covering material 51, respectively. The suspension rope 77b includes the suspension ring 11a located at both ends of the upper connection 55, the suspension ring 11b located at both ends of the lower connection 57, and the suspension ring 1 located at both ends of the side connection 71.
The covering material connecting body 73 is hung using 1c. Hanging ring 11
a, 11b, and 11c are hanging ropes 77a and
It is hung on an auto release hook (not shown) or the like provided at the tips of 77b and 77c.

【0054】被覆材連結体73を吊下げ用治具75で移
動させる際には、上部連結55、側方連結71および下
部連結57に使用する連結部材9の弛みを調整するた
め、吊下げロープ77bで、被覆材連結体73の外側方
向に張力を加える。なお、図16と図17に示す様に、
上下連結型被覆材65は、吊下げ時と接地時の平面的な
広がりの差が小さい。これを考慮して吊下げロープ77
aの間隔を設定する。
When the covering material connecting body 73 is moved by the hanging jig 75, in order to adjust the slack of the connecting member 9 used for the upper connecting portion 55, the side connecting portion 71 and the lower connecting portion 57, the hanging rope is used. At 77b, tension is applied to the outside of the covering material connecting body 73. As shown in FIGS. 16 and 17,
The vertical coupling type covering material 65 has a small difference in planar spread between the suspended state and the grounded state. In consideration of this, the hanging rope 77
Set the interval of a.

【0055】図17に示す状態で被覆材連結体73を移
動させ、水面下に沈設し、図16に示す状態に接地させ
る。護岸の所定の設置面に、被覆材連結体73を順次敷
き詰め、護岸を被覆する。
In the state shown in FIG. 17, the covering material connecting body 73 is moved to be sunk below the water surface and grounded in the state shown in FIG. The covering material connection body 73 is sequentially spread on a predetermined installation surface of the seawall to cover the seawall.

【0056】第4の実施の形態においても、第3の実施
の形態と同様の効果が得られる。なお、上下連結型被覆
材65の形状や結合ロープ67の本数は、図14、図1
5に示すものでなくてもよい。また、第1から第3の実
施の形態と同様に、連結部材9の構成部材や形状は図4
に示すものに限らない。吊環11a、11b、11cの
形状は円形に限らず、吊環11a、11b、11c以外
の係合具を取り付けてもよい。
Also in the fourth embodiment, the same effect as in the third embodiment can be obtained. The shape of the upper and lower connecting type covering materials 65 and the number of the connecting ropes 67 are as shown in FIG.
It does not need to be shown in FIG. Further, similarly to the first to third embodiments, the constituent members and shapes of the connecting member 9 are the same as those in FIG.
Not limited to those shown in. The shape of the suspension rings 11a, 11b, 11c is not limited to a circular shape, and an engaging tool other than the suspension rings 11a, 11b, 11c may be attached.

【0057】さらに、上下連結型被覆材65の代りに、
標準型被覆材1に結合ロープ67と吊環11b、11c
を設けたものや、仕切り型被覆材51に結合ロープ67
と吊環11cを設けたものを使用しても良い。但し、側
方連結71は、吊下げ時と接地時とで形状の変化が小さ
い上下連結型被覆材65に、特に有効である。
Further, instead of the upper and lower connection type covering material 65,
Connecting rope 67 and suspension rings 11b and 11c to standard type covering material 1
Or a partition rope 67 to which the connecting rope 67 is attached.
Alternatively, a suspension ring 11c may be used. However, the lateral connection 71 is particularly effective for the up-down connection type covering material 65, which has a small change in shape between the suspension and the ground contact.

【0058】被覆材連結体73を構成する被覆材の数量
や配置形状は、図16に示すものに限らない。任意の数
量の被覆材を、直線形状や多角形状に配置して、上部連
結55で上端部を、下部連結57で下端部を、側方連結
71で側方部を連結することができる。吊下げ用治具7
3の形状、吊下げロープ77a、77b、77cの数量
は、吊り下げられる被覆材連結体73の形状によって異
なる。
The number and arrangement shape of the covering materials forming the covering material connecting body 73 are not limited to those shown in FIG. Arbitrary numbers of covering materials can be arranged in a linear shape or a polygonal shape, and the upper connection 55 connects the upper end, the lower connection 57 connects the lower end, and the side connection 71 connects the side parts. Hanging jig 7
The shape of No. 3 and the number of suspension ropes 77a, 77b, 77c differ depending on the shape of the covering material connecting body 73 to be suspended.

【0059】図18は、多角形状の被覆材連結体の吊下
げ状態の一例を示す平面図である。多角形状の被覆材連
結体では、例えば、図18に示すように、連結ロープ
(図示せず)や吊環11cの取り付け位置を調整した3
つの上下連結型被覆材65を三角形状に配置する。そし
て、隣接する上下連結型被覆材65の上端部吊環11a
を連結して三角形状の上部連結55aを形成する。同様
に、下端部に下部連結(図示せず)を形成する。また、
側方の吊環11cを連結部材9で連結する。吊下げ用治
具(図示せず)に吊下げる際には、被覆材連結体の周囲
に三角形状の吊り枠79を配置し、上部連結55aの吊
環11aと吊り枠79の三角形頂点位置を吊下げロープ
81等で連結するのが好ましい。吊り枠79と吊下げロ
ープ81を用いて上部連結55aの吊環11aを外側に
引っ張ることで、被覆材連結体65が安定する。
FIG. 18 is a plan view showing an example of a hanging state of a polygonal shaped covering material connected body. In the polygonal covering material connected body, for example, as shown in FIG. 18, the attachment positions of the connecting rope (not shown) and the suspension ring 11c are adjusted to 3
The upper and lower connection type covering materials 65 are arranged in a triangular shape. And the upper end suspension ring 11a of the adjacent upper and lower connection type covering materials 65
Are connected to form a triangular upper connection 55a. Similarly, a lower connection (not shown) is formed at the lower end. Also,
The side suspension ring 11c is connected by the connecting member 9. When suspending to a suspending jig (not shown), a triangular suspension frame 79 is arranged around the covering material coupling body, and the suspension ring 11a of the upper coupling 55a and the triangular vertex position of the suspension frame 79 are suspended. It is preferable to connect them with a hanging rope 81 or the like. By pulling the suspension ring 11a of the upper coupling 55a outward using the suspension frame 79 and the suspension rope 81, the covering material coupling body 65 is stabilized.

【0060】[0060]

【発明の効果】以上、詳細に説明したように、本発明に
よれば、短い工期で護岸を被覆でき、被覆後の安定性が
良い被覆材の連結構造、護岸構造および護岸の構築方法
を提供できる。
As described above in detail, according to the present invention, there are provided a connecting structure of a covering material, a seawall structure and a method of constructing a seawall, which can cover the seawall in a short construction period and which has good stability after coating. it can.

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

【図1】標準型被覆材1の概略図FIG. 1 is a schematic view of a standard type dressing 1.

【図2】被覆材連結体13aの平面図FIG. 2 is a plan view of a covering material connecting body 13a.

【図3】被覆材連結体13bの平面図FIG. 3 is a plan view of a covering material coupling body 13b.

【図4】連結部材9の詳細図FIG. 4 is a detailed view of the connecting member 9.

【図5】被覆材連結体13の設置工程を示す図FIG. 5 is a view showing an installation process of the covering material connecting body 13.

【図6】被覆された護岸21の断面図FIG. 6 is a sectional view of the covered revetment 21.

【図7】標準型被覆材31の概略図FIG. 7 is a schematic view of a standard type covering material 31.

【図8】2つの標準型被覆材31を連結する場合の連結
部材43の詳細図
FIG. 8 is a detailed view of a connecting member 43 when connecting two standard type covering materials 31.

【図9】被覆された護岸21の断面図FIG. 9 is a sectional view of the covered revetment 21.

【図10】仕切り型被覆材51の立面図FIG. 10 is an elevational view of a partition type covering material 51.

【図11】仕切り型被覆材51の平面図FIG. 11 is a plan view of a partition type covering material 51.

【図12】接地時の被覆材連結体59の立面図FIG. 12 is an elevation view of the covering material coupling body 59 at the time of grounding.

【図13】被覆材連結体59の移動時の状態を示す図FIG. 13 is a view showing a state when the covering material connecting body 59 is moved.

【図14】上下連結型被覆材65の立面図FIG. 14 is an elevation view of the upper and lower connection type covering material 65.

【図15】上下連結型被覆材65の平面図FIG. 15 is a plan view of an upper and lower connection type covering material 65.

【図16】接地時の被覆材連結体73の立面図FIG. 16 is an elevation view of the covering material connecting body 73 at the time of grounding.

【図17】被覆材連結体73の移動時の状態を示す図FIG. 17 is a view showing a state when the covering material connecting body 73 is moved.

【図18】多角形状の被覆材連結体の吊下げ状態の一例
を示す平面図
FIG. 18 is a plan view showing an example of a hanging state of a polygonal-shaped covering material connected body.

【符号の説明】 1、31………標準型被覆材 3、33………中詰め材 7、35………網袋 11a、11b、11c、37………吊環 9、43………連結部材 13、13a、13b、59、73………被覆材連結体 15………チェーン 17、45………シャックル 47………連結吊環 51………仕切り型被覆材 53………中仕切り網 55………上部連結 57………下部連結 65………上下連結型被覆材 67………結合ロープ 69………中繋ぎ材 71………側方連結[Explanation of symbols] 1, 31 ... Standard type coating material 3, 33 ......... Filling material 7,35 ......... mesh bag 11a, 11b, 11c, 37 ......... Suspension ring 9, 43 ... Connection member 13, 13a, 13b, 59, 73 ... ...... Coupling material coupling body 15 ... Chain 17, 45 ......... Shackle 47 ......... Connection hanging ring 51 ... Partition type covering material 53 ..... Partitioning net 55 ………… Top connection 57 ......... Lower connection 65 ... Top and bottom connection type covering material 67 ......... Coupling rope 69 .... Middle connecting material 71 ... Side connection

───────────────────────────────────────────────────── フロントページの続き (72)発明者 篠村 幸廣 大阪府大阪市中央区南船場1丁目13番20号 キョーワ株式会社内 (72)発明者 間瀬 聡 大阪府大阪市中央区南船場1丁目13番20号 キョーワ株式会社内 (72)発明者 池谷 毅 東京都港区元赤坂一丁目2番7号 鹿島建 設株式会社内 (72)発明者 秋山 義信 東京都港区元赤坂一丁目2番7号 鹿島建 設株式会社内 (72)発明者 半沢 稔 東京都新宿区西新宿六丁目3番1号 株式 会社テトラ内 (72)発明者 小山 裕文 東京都新宿区西新宿六丁目3番1号 株式 会社テトラ内 Fターム(参考) 2D018 DA00    ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Yukio Shinomura             1-13-20 Minamisenba, Chuo-ku, Osaka-shi, Osaka Prefecture               Within Kyowa Co., Ltd. (72) Inventor Satoshi Mase             1-13-20 Minamisenba, Chuo-ku, Osaka-shi, Osaka Prefecture               Within Kyowa Co., Ltd. (72) Inventor Takeshi Ikeya             Kashima-ken, 1-2-7 Moto-Akasaka, Minato-ku, Tokyo             Inside the corporation (72) Inventor Yoshinobu Akiyama             Kashima-ken, 1-2-7 Moto-Akasaka, Minato-ku, Tokyo             Inside the corporation (72) Minoru Hanzawa, Inventor             6-3-1, Nishi-Shinjuku, Shinjuku-ku, Tokyo Stocks             Within the company Tetra (72) Inventor Hirofumi Koyama             6-3-1, Nishi-Shinjuku, Shinjuku-ku, Tokyo Stocks             Within the company Tetra F-term (reference) 2D018 DA00

Claims (14)

【特許請求の範囲】[Claims] 【請求項1】 護岸を被覆する被覆材の連結構造であっ
て、被覆材に設けられた係合手段に連結部材を連結させ
ることによって、複数の前記被覆材を連結させることを
特徴とする被覆材の連結構造。
1. A connection structure of a covering material for covering a revetment, wherein a plurality of the covering materials are connected by connecting a connecting member to an engaging means provided in the covering material. Material connection structure.
【請求項2】 前記被覆材は、中詰材が充填された網袋
であることを特徴とする請求項1記載の被覆材の連結構
造。
2. The connecting structure of the covering material according to claim 1, wherein the covering material is a net bag filled with a filling material.
【請求項3】 前記網袋の内部に、仕切り材が設けられ
たことを特徴とする請求項2記載の被覆材の連結構造。
3. The connection structure for covering material according to claim 2, wherein a partition material is provided inside the mesh bag.
【請求項4】 前記網袋内部に、前記網袋の上部と下部
とを連結する中繋ぎ材が設けられたことを特徴とする請
求項2記載の被覆材の連結構造。
4. The connecting structure for a covering material according to claim 2, wherein a middle connecting member for connecting an upper portion and a lower portion of the mesh bag is provided inside the mesh bag.
【請求項5】 前記連結部材は、両端に係合具を有する
チェーンであり、前記係合手段が前記係合具に係合され
たことを特徴とする請求項1記載の被覆材の連結構造。
5. The connecting structure for a covering material according to claim 1, wherein the connecting member is a chain having engaging members at both ends thereof, and the engaging means is engaged with the engaging members. .
【請求項6】 前記連結部材は、周囲に係合具を有する
連結吊環であり、前記係合手段が前記係合具に係合され
たことを特徴とする請求項1記載の被覆材の連結構造。
6. The coupling member according to claim 1, wherein the coupling member is a coupling suspension ring having an engaging member on the periphery thereof, and the engaging means is engaged with the engaging member. Construction.
【請求項7】 前記係合手段は、吊環であることを特徴
とする請求項1記載の被覆材の連結構造。
7. The connection structure for a covering material according to claim 1, wherein the engagement means is a suspension ring.
【請求項8】 前記吊環が、前記被覆材の上端部に設け
られたことを特徴とする請求項7記載の被覆材の連結構
造。
8. The connection structure for a covering material according to claim 7, wherein the suspension ring is provided at an upper end portion of the covering material.
【請求項9】 前記吊環が、前記被覆材の下端部にさら
に設けられたことを特徴とする請求項7記載の被覆材の
連結構造。
9. The covering material connecting structure according to claim 7, wherein the suspension ring is further provided at a lower end portion of the covering material.
【請求項10】 前記吊環が、前記被覆材の下半部に沿
って設けられた帯状材の端部にさらに設けられたことを
特徴とする請求項7記載の被覆材の連結構造。
10. The covering material connecting structure according to claim 7, wherein the suspension ring is further provided at an end portion of a strip-shaped material provided along a lower half portion of the covering material.
【請求項11】 請求項1から請求項10のいずれかに
記載された被覆材の連結構造を用いて連結された複数の
被覆材を用いて捨石を被覆したことを特徴とする護岸構
造。
11. A revetment structure in which rubble stones are covered with a plurality of covering materials connected using the connecting structure of the covering material according to any one of claims 1 to 10.
【請求項12】 被覆材の係合手段に連結部材を連結さ
せて、被覆材連結体を形成する工程(a)と、 前記被覆材連結体を吊り装置を用いて移動させる工程
(b)と、 前記被覆材連結体を捨石上に配置する工程(c)と、を
具備することを特徴とする護岸の構築方法。
12. A step (a) of connecting a connecting member to the engaging means of the covering material to form a covering material connected body, and a step (b) of moving the covering material connected body using a hanging device. And a step (c) of arranging the connected covering material body on a rubble, the method for constructing a revetment.
【請求項13】 前記工程(a)は、複数の被覆材を直
線形状、または多角形状に連結することを特徴とする請
求項12記載の護岸の構築方法。
13. The method of constructing a seawall according to claim 12, wherein in the step (a), a plurality of covering materials are connected in a linear shape or a polygonal shape.
【請求項14】 前記工程(b)は、前記吊り装置で前
記被覆材連結体を外側に引張りつつ吊り下げることを特
徴とする請求項12記載の護岸の構築方法。
14. The method for constructing a revetment according to claim 12, wherein in the step (b), the covering unit is suspended while being pulled outward by the suspension device.
JP2001373090A 2001-12-06 2001-12-06 Connecting structure of covering material, revetment structure and revetment construction method Pending JP2003171922A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001373090A JP2003171922A (en) 2001-12-06 2001-12-06 Connecting structure of covering material, revetment structure and revetment construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001373090A JP2003171922A (en) 2001-12-06 2001-12-06 Connecting structure of covering material, revetment structure and revetment construction method

Publications (1)

Publication Number Publication Date
JP2003171922A true JP2003171922A (en) 2003-06-20

Family

ID=19181871

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001373090A Pending JP2003171922A (en) 2001-12-06 2001-12-06 Connecting structure of covering material, revetment structure and revetment construction method

Country Status (1)

Country Link
JP (1) JP2003171922A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010229656A (en) * 2009-03-26 2010-10-14 Toyo Constr Co Ltd Hanging frame, and apparatus and method for immersing heavy structure
JP2015193998A (en) * 2014-03-31 2015-11-05 昭和機械商事株式会社 Slope face reinforcing body, as well as slope face structure and slope face structure construction method
JP7044335B1 (en) 2021-05-31 2022-03-30 国立研究開発法人 海上・港湾・航空技術研究所 Submarine ground root consolidation structure and root consolidation method
JP7079987B1 (en) 2021-02-10 2022-06-03 キョーワ株式会社 How to lift the bag from the manufacturing frame
JP7307444B1 (en) 2022-07-22 2023-07-12 国立研究開発法人 海上・港湾・航空技術研究所 Stacking structure of bagging unit
JP7333880B1 (en) * 2023-03-09 2023-08-25 前田工繊株式会社 Scouring prevention method for underwater structures
JP7475243B2 (en) 2020-08-31 2024-04-26 前田工繊株式会社 Protective structure for long seabed objects and method for protecting long seabed objects using the same

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010229656A (en) * 2009-03-26 2010-10-14 Toyo Constr Co Ltd Hanging frame, and apparatus and method for immersing heavy structure
JP2015193998A (en) * 2014-03-31 2015-11-05 昭和機械商事株式会社 Slope face reinforcing body, as well as slope face structure and slope face structure construction method
JP7475243B2 (en) 2020-08-31 2024-04-26 前田工繊株式会社 Protective structure for long seabed objects and method for protecting long seabed objects using the same
JP7079987B1 (en) 2021-02-10 2022-06-03 キョーワ株式会社 How to lift the bag from the manufacturing frame
JP2022122580A (en) * 2021-02-10 2022-08-23 キョーワ株式会社 Hoisting method of bag body from manufacturing frame
JP7044335B1 (en) 2021-05-31 2022-03-30 国立研究開発法人 海上・港湾・航空技術研究所 Submarine ground root consolidation structure and root consolidation method
JP2022183868A (en) * 2021-05-31 2022-12-13 国立研究開発法人 海上・港湾・航空技術研究所 Foundation consolidation structure of seabed and foundation consolidation method
JP7307444B1 (en) 2022-07-22 2023-07-12 国立研究開発法人 海上・港湾・航空技術研究所 Stacking structure of bagging unit
JP2024014377A (en) * 2022-07-22 2024-02-01 国立研究開発法人 海上・港湾・航空技術研究所 Stacked structure of bagging unit
JP7333880B1 (en) * 2023-03-09 2023-08-25 前田工繊株式会社 Scouring prevention method for underwater structures

Similar Documents

Publication Publication Date Title
KR19990037558A (en) Scour prevention material and scour prevention method of underwater structure
JP2003171922A (en) Connecting structure of covering material, revetment structure and revetment construction method
JP6986119B1 (en) Scouring prevention structure and scouring prevention method
JP2018188805A (en) Bag material for wave-resistant civil engineering work and method for manufacturing bag body for wave-resistant civil engineering work
TW201943615A (en) Bag body for civil engineering work
JP2011223953A (en) Method for creating seaweed bed
JP2006122024A (en) Method for creating seaweed bed
JP2003129444A (en) Bag material for civil engineering with ocean wave resistance having middle binder and manufacturing method of bag body for civil engineering with ocean resistance using the same
JP2000004700A (en) Bag body for creation of sea alga culture site and creation of sea alga culture site
JPWO2018163303A1 (en) Civil engineering construction bag
KR101912576B1 (en) A Silt Protector Device For Water Ancheor Stone bag
KR20200017997A (en) Multifunctional Fiber Gabion
KR20160131874A (en) Triangular pyramid typed artificial reef
JP2003171923A (en) Covering material, method of manufacturing covering material, scour preventive structure and scour preventive construction method
JPH0971919A (en) Scour protection net
JP5991604B2 (en) Net or seat suspension installation and net or seat suspension method
JP2003171918A (en) Back-fill structure and back-fill construction method
JPH06108437A (en) Formation method of revetment connecting block using natural stone or revetment consolidation block
JP3663356B2 (en) Revetment covering work
EP3816066B1 (en) Bag material and crushed stone placement method using bag material
JP2015209746A (en) Bag body for civil engineering, and method of manufacturing the same
JP2003047364A (en) Facility for growing tangle
KR102386920B1 (en) Eco-friendly fiber gabion including function of artificial fish-reef
JP3235887U (en) Pumice stone inflow prevention net
JPH07189230A (en) Mat cage method