JPH09296431A - Construction method of artificial beach and hanging frame device - Google Patents
Construction method of artificial beach and hanging frame deviceInfo
- Publication number
- JPH09296431A JPH09296431A JP11159196A JP11159196A JPH09296431A JP H09296431 A JPH09296431 A JP H09296431A JP 11159196 A JP11159196 A JP 11159196A JP 11159196 A JP11159196 A JP 11159196A JP H09296431 A JPH09296431 A JP H09296431A
- Authority
- JP
- Japan
- Prior art keywords
- bag
- bag body
- artificial
- frame
- filling material
- 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)
- Load-Engaging Elements For Cranes (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、人工磯の築造方法
およびこの方法に用いる吊り枠装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing an artificial beach and a suspension frame device used in this method.
【0002】[0002]
【従来の技術】従来から砂質の海岸において生物が生息
しやすい環境を作るのに、人工磯が築造されている。こ
の人工磯は通常、砕波のためのテトラポットなどのコン
クリートブロックや岩石を海底に積層化したり、ランダ
ムに沈設築造し、時間の経過とともに貝類や藻類が次第
に付着して、魚礁としての作用を生み出し、例えば集魚
や魚類の再生産の効果を得ている。2. Description of the Related Art Conventionally, artificial shores have been constructed in order to create an environment where organisms can easily live on sandy beaches. This artificial shore usually stacks concrete blocks such as tetrapots for breaking waves and rocks on the seabed, or randomly lays them down, and gradually builds up shellfish and algae over time, creating the action as a fish reef. , Have gained the effect of fish collection and fish reproduction, for example.
【0003】しかしながら、かかる従来の人工磯は海象
条件が厳しいことから、特に浅い海域では波浪の影響を
直接受けて、倒壊したり、沖の方へ流されたり、陸地側
に押し戻されたりして散乱し、特に台風の影響を受けた
場合には完全に人工磯が消失してしまうこともある。However, since such conventional artificial rocks are under severe sea conditions, they are directly affected by waves, especially in shallow waters, and they are destroyed, scattered, or pushed back toward the land, and scattered. However, the artificial shore may disappear completely when it is affected by a typhoon.
【0004】かような問題を解決するために、特開平2
−2308では図4に示すように、海底に設置された複
数のブロック体51と、このブロック体51の上に網状
に配置した複数本の筒状の袋体52と、この袋体52に
注入した後に硬化した中詰め材とからなる人工磯50を
提案している。In order to solve such a problem, Japanese Unexamined Patent Publication (Kokai) 2
At -2308, as shown in FIG. 4, a plurality of block bodies 51 installed on the seabed, a plurality of tubular bag bodies 52 arranged in a mesh on the block body 51, and injection into the bag body 52. It proposes an artificial surf 50 composed of a filling material that is cured after being processed.
【0005】[0005]
【発明が解決しようとする課題】しかしながら、かかる
人工磯50は、筒状の袋体52を水中で1本ずつ交互に
配設しながら、内部にコンクリートを打ち込んで網状に
配置するため、施工に手間がかかり工期が延びたり、ま
た袋体相互を網状の位置関係で一体的に維持できないた
め、必ずしもブロック体51を保持できなくて、人工磯
の消失を充分に防止することができないという問題点が
あった。However, the artificial shore 50 is constructed in such a manner that the tubular bag bodies 52 are alternately arranged in water one by one, and the concrete is struck in the inside to be arranged in a net shape. Since it takes time and labor, and the bag bodies cannot be integrally maintained in a net-like positional relationship, the block body 51 cannot always be held, and the loss of the artificial shore cannot be sufficiently prevented. was there.
【0006】本発明は、かかる従来の問題点に着目して
なされたものであり、比較的大きなエネルギーの波浪を
受けても、設定位置に安定的に保持できる人工磯の築造
方法を提供することを目的とする。The present invention has been made in view of such conventional problems, and provides a method for constructing an artificial surf that can be stably held at a set position even if a wave of relatively large energy is received. With the goal.
【0007】また本発明の別の目的は、袋体に充填され
た中詰め材が硬化する前であっても、袋体が破損するこ
と無く懸吊できる吊り枠装置を提供することにある。Another object of the present invention is to provide a hanging frame device which can be suspended without damaging the bag even before the filling material filled in the bag is cured.
【0008】[0008]
【課題を解決するための手段】本発明は、前記目的に鑑
みてなされたものであり、その要旨は、所定時間後に硬
化する中詰め材を網状又は格子状の袋体に注入し、この
中詰め材が硬化する前に海底に沈設することを特徴とす
る人工磯の築造方法にある。The present invention has been made in view of the above object, and its gist is to fill a net-like or lattice-like bag with a filling material that cures after a predetermined time. It is a method of constructing an artificial shore, which is characterized in that it is settled on the seabed before the filling material hardens.
【0009】本発明の人工磯の築造方法において、前記
網状又は格子状の袋体に中詰め材を注入する工程におい
て、膨張した前記袋体が嵌合する断面形状の部材で前記
袋体と同じ配置に形成した形状保持枠を載置し、この形
状保持枠の上に袋体を載置し、中詰め材を注入しても良
い。In the artificial surf construction method of the present invention, in the step of injecting the filling material into the net-like or lattice-like bag, the expanded bag is a member having a cross-sectional shape that is the same as that of the bag. Alternatively, the shape-holding frame formed in the arrangement may be placed, the bag may be placed on the shape-holding frame, and the filling material may be injected.
【0010】本発明の人工磯の築造方法において、網状
又は格子状の袋体を海底に沈設する際、海底にある天然
の転石帯の上を覆うように設けるか、または予め海底に
設けた人工のブロック体、例えば大形の通水孔を各面に
貫通させた立方体のコンクリートブロックや、テトラポ
ットなどのコンクリート構造物の上に設けることができ
る。この場合、網状又は格子状の袋体は中詰め材が硬化
する前に海底に沈設するので、転石やブロック体の凹凸
形状あるいは複雑な海底地形になじんだ形状に変形し、
その後に硬化する。したがって、転石やブロック体は、
硬化した網状又は格子状の袋体で保持されて安定するこ
とができ、水流や波浪によって流されることが無く、転
石やブロック体に付着した藻類を水流や波浪から保護す
ることができる。さらに、網状又は格子状の袋体は平坦
な海底の上に沈設することもでき、この場合には袋体外
部の網目部分すなわち穴に礫を投入し、この礫と袋体の
両方の表面を藻類の付着基質とすることができる。In the method for constructing an artificial shore according to the present invention, when the net-like or lattice-like bag is sunk on the seabed, the bag is provided so as to cover the natural boulder belt on the seabed, or an artificial piece previously provided on the seabed. Block body, for example, a cubic concrete block having a large water hole penetrating each surface, or a concrete structure such as a tetra pot. In this case, since the net-like or lattice-like bag is sunk on the seabed before the filling material is hardened, it deforms into the uneven shape of the boulders or blocks or the shape adapted to the complicated seabed topography.
It is then cured. Therefore, boulders and blocks are
It can be held and stabilized by a hardened net-like or lattice-like bag body, and is not washed away by water flow or waves, and can protect boulders and algae adhering to blocks from water waves and waves. Further, the net-like or lattice-like bag can be sunk on a flat seabed, and in this case, gravel is put into the mesh portion, that is, the hole on the outside of the bag, so that both the surface of the gravel and the bag are covered. It can be an attachment substrate for algae.
【0011】本発明の人工磯の築造方法において、網状
又は格子状の袋体は柔軟性及び強度が高い、ナイロン、
ビニールあるいはポリエステル樹脂等の合成樹脂からな
る布、または綿、麻等の天然素材の布、もしくは水中劣
化しない不織布からなり、一つ以上の注入口を設ける。
この注入口から中詰め材を注入することができる。In the method for constructing an artificial shore according to the present invention, the net-like or lattice-like bag has high flexibility and strength, nylon,
A cloth made of a synthetic resin such as vinyl or polyester resin, a cloth made of a natural material such as cotton or hemp, or a non-woven fabric that does not deteriorate in water, and has one or more inlets.
The filling material can be injected from this inlet.
【0012】本発明の人工磯の築造方法において、所定
時間後に硬化する中詰め材は、コンクリート、水中コン
クリート及びモルタル、またはコンクリート、水中コン
クリート及びモルタルに石炭灰、火山灰あるいは建設土
を混ぜたもの、もしくはコンクリート、水中コンクリー
ト及びモルタルにその他の混和剤を混ぜたものとするこ
とができる。ここで、中詰め材に比較的比重の軽いも
の、例えば石炭灰や火山灰を使用することによって、軟
弱な海底地盤でも埋没しない人工磯を形成でき、また、
海底地盤が安定していて、波浪の強い海底では、中詰め
材に比重の重い、砂利、砕石や鉱滓等を使用することに
よって、安定した人工磯を形成することもできる。かよ
うに海底の条件にしたがって中詰め材の比重を適宜調節
することができる。In the artificial surf construction method of the present invention, the filling material which is cured after a predetermined time is concrete, underwater concrete and mortar, or concrete, underwater concrete and mortar mixed with coal ash, volcanic ash or construction soil, Alternatively, it may be a mixture of concrete, underwater concrete and mortar with other admixture. Here, by using a relatively light specific gravity for the filling material, for example, by using coal ash or volcanic ash, it is possible to form an artificial rock that will not be buried even in the soft seabed,
On the seabed where the seabed is stable and the waves are strong, it is also possible to form a stable artificial rock by using gravel, crushed stone, slag, etc., which has a high specific gravity as the filling material. Thus, the specific gravity of the filling material can be appropriately adjusted according to the conditions of the seabed.
【0013】本発明の人工磯の築造方法において、砂泥
域等の藻類類の種苗の無い海域に網状又は格子状の袋体
を沈設する場合、袋体の表面に母藻類や種糸を付着する
ことによって、新たな藻類場を創出することができる。In the method for constructing an artificial shore according to the present invention, when a net-like or lattice-like bag is sunk in a sea area where there is no seedling of algae such as sand and mud, mother algae and seed threads are attached to the surface of the bag By doing so, a new algal bed can be created.
【0014】本発明の別の要旨は、流動状で硬化性の中
詰め材が充填された網状又は格子状の袋体を懸吊するた
めに使用する吊り枠であって、前記網状又は格子状の袋
体とほぼ同じ外形の外郭部材及びこの外郭部材間に架設
された架設部材を備えた枠体と、この枠体の複数箇所か
ら延設した索条体と、この索条体の先端に係止可能に設
けた面状体とを備える吊り枠装置にある。Another subject matter of the present invention is a hanging frame used for suspending a net-like or lattice-like bag body filled with a fluid and curable filling material, wherein the net-like or lattice-like hanging frame is used. A frame body including an outer shell member having substantially the same outer shape as that of the bag body and a bridge member installed between the outer shell members, a cord body extending from a plurality of positions of the frame body, and a tip of the cord body. The suspension frame device is provided with a planar body that is provided so as to be able to be locked.
【0015】[0015]
【作用】本発明の人工磯の築造方法において、形状保持
枠を作業船の上に載置し、この形状保持枠の上に網状又
は格子状の袋体を同配列で載置する。そして、中詰め材
供給源に連通した注入パイプを袋体の複数の注入口に順
次接続して、中詰め材を袋体内に注入する。中詰め材充
填後、まだ中詰め材が硬化する前に、揚重機によって吊
り枠装置を人工磯の垂直上方に吊り下し、袋体に係合し
た面状体に、索条体の先端を係止して人工磯を吊り上
げ、対象海域つまり海底上の転石を覆うように沈設す
る。袋体の中の中詰め材は、転石の全体を覆うように凹
凸に応じた形状に屈曲して硬化する。したがって、かよ
うに形成された人工磯は、袋体と転石とが互いに嵌合し
て高い安定性を得ることができる。In the method for constructing an artificial rock of the present invention, the shape holding frame is placed on the work boat, and the net-like or lattice-like bags are placed in the same arrangement on the shape holding frame. Then, the filling pipe communicating with the filling material supply source is sequentially connected to the plurality of filling ports of the bag body to fill the filling material into the bag body. After filling the filling material, and before the filling material is still hardened, the lifting frame device is hung vertically above the artificial shore and the tip of the cord is attached to the planar body engaged with the bag body. The artificial shore is lifted by locking it, and it is sunk to cover the target sea area, that is, the boulders on the seabed. The filling material in the bag body is bent and hardened in a shape corresponding to the unevenness so as to cover the entire boulder. Therefore, in the artificial rock thus formed, the bag body and the boulders are fitted to each other to obtain high stability.
【0016】[0016]
【実施例】以下に、本発明の実施例を添付図面に基づい
て詳細に説明する。図1(a)は人工磯5の平面図であ
り、図1(b)は図1(a)のA−A断面図である。図
1において、人工磯10は、海底5に沈設した、一体に
形成した格子状の袋体1と、この袋体1の中に注入し、
所定時間後に硬化した中詰め材2としてのコンクリート
とを備える。Embodiments of the present invention will be described below in detail with reference to the accompanying drawings. FIG. 1A is a plan view of the artificial beach 5, and FIG. 1B is a cross-sectional view taken along the line AA of FIG. In FIG. 1, an artificial surf 10 is injected into the bag body 1 which is formed on the seabed 5 and has a lattice-shaped body 1 which is integrally formed.
Concrete as the filling material 2 which is cured after a predetermined time is provided.
【0017】ここで、前記袋体1は柔軟性および強度の
高いナイロン繊維等を使用して、X方向に延びる5本の
筒状袋体1bと、Y方向に延びる5本筒状袋体1aとが
内部で連通して、格子状に一体に形成されている。ま
た、この袋体1には、複数箇所に中詰め材2の注入口6
を設ける。したがって、袋体1にはXY両方向に4×4
の格子目部分1c、すなわち穴が形成されるため、波浪
を受けた場合でも、この格子目部分1cから波浪の水流
を逃がすことができ、波浪の揚圧力を大きく受けず、全
体としてその設置位置にとどまることができる。Here, the bag body 1 is made of nylon fiber or the like having high flexibility and strength, and includes five tubular bag bodies 1b extending in the X direction and five tubular bag bodies 1a extending in the Y direction. And are communicated internally, and are integrally formed in a lattice shape. In addition, the bag 1 is provided with filling ports 6 for filling materials 2 at a plurality of locations.
Is provided. Therefore, the bag 1 has 4 × 4 in both XY directions.
Since the grid portion 1c, that is, the hole is formed, the water flow of the wave can be escaped from the grid portion 1c even when the wave is received, and the lifting pressure of the wave is not greatly received, and the installation position as a whole. Can stay in.
【0018】また人工磯10は、図2に示すように、袋
体1の網目部分1cに礫3を投入し、この礫3と袋体1
の両方の表面を藻類の付着基質とすることができる。As shown in FIG. 2, in the artificial shore 10, the gravel 3 is put into the mesh portion 1c of the bag 1, and the gravel 3 and the bag 1 are
Both surfaces can be algae attachment substrates.
【0019】さらに、人工磯10は、図3に示すよう
に、中詰め材2の充填された袋体1を、海底5に存在す
る天然の転石4の上に覆うように設けることもでき、こ
の場合、転石4は安定し、波浪によって流されることが
無いため、転石4に付着した藻類を波浪から保護するこ
とができる。ここで、袋体1は、X方向に延びる7本の
筒状袋体1bと、Y方向に延びる9本の筒状袋体1aと
が内部で連通して、直交する格子状に一体に形成されて
いる。Further, as shown in FIG. 3, the artificial shore 10 can be provided so as to cover the bag body 1 filled with the filling material 2 on the natural boulders 4 existing on the seabed 5, In this case, since the boulders 4 are stable and are not washed away by the waves, the algae attached to the boulders 4 can be protected from the waves. Here, the bag 1 is integrally formed in a lattice shape in which seven tubular bags 1b extending in the X direction and nine tubular bags 1a extending in the Y direction are internally communicated with each other. Has been done.
【0020】かように、XY両方向の筒状袋体1b,1
aの本数や、更には筒状袋体1a、1bのそれぞれの間
隔は、袋体1が覆う物、すなわち図3の転石4や、前記
ブロック体(図示せず)の大きさにしたがって、適宜定
めることができる。また一般的に袋体断面の直径は、2
0cm未満では天然の転石等の海底の物体を安定的に固定
するのに充分な重量が得られず、一方、大き過ぎると硬
化後に当初予定したような略円形を保つことができない
ので、20〜60cm程度とすることが好ましい。さら
に、格子目すなわち穴部分の寸法は、覆った転石が動か
ないようにしたり、また図4に示したように、数10cm
〜1m程度の小さな礫8や大きな礫7を入れて、その隙
間をあわび等の生物のすみかにするために50cm〜数m
とすることが好ましい。更にまた、格子状の袋体1の穴
は、図示したように矩形に限定されず、それ以外の多角
形、円または楕円とすることもできる。Thus, the tubular bags 1b, 1 in both the XY directions are
The number of a and the intervals between the tubular bags 1a and 1b are appropriately determined according to the size of the object covered by the bag 1, that is, the boulder 4 in FIG. 3 and the block body (not shown). Can be set. Generally, the diameter of the bag cross section is 2
If it is less than 0 cm, it is not possible to obtain a sufficient weight to stably fix a natural seabed object such as a boulder. On the other hand, if it is too large, it is impossible to maintain a substantially circular shape as originally planned after hardening. It is preferably about 60 cm. In addition, the size of the grid or holes should be such that the covered boulders do not move or, as shown in Fig. 4, several tens of centimeters.
50 cm to several meters to put small gravel 8 or large gravel 7 of about 1 m and to make the gap a living space such as abalone
It is preferable that Furthermore, the holes of the lattice-shaped bag body 1 are not limited to the rectangular shape as shown in the drawing, but may be other polygonal shapes, circles, or ellipses.
【0021】次に、図5及び図8を参照して本発明の吊
り枠装置について説明する。なお、図5においては図示
の便宜上、図1及び図3とは異なる形状の人工磯10、
すなわち、X,Y両方向に各3本ずつ延びる筒状袋体を
備える人工磯10を示し、また、索条体21や面状体2
2もその一部分のみを示した。吊り枠装置は、図5にお
いて、人工磯10とほぼ同じ矩形の外形を有する外郭部
材20a、及びこの外郭部材20a間に交差して架け渡
された架設部材20bを備えた枠体20と、この枠体2
0の複数箇所から延設した索条体21と、この索条体2
1の先端に係止可能に設けた面状体22,23,30と
を備える。Next, the suspension frame device of the present invention will be described with reference to FIGS. In addition, in FIG. 5, for convenience of illustration, an artificial beach 10 having a shape different from those in FIGS. 1 and 3,
That is, the artificial surf 10 provided with the tubular bag body extending three in each of the X and Y directions is shown, and the cord 21 and the planar body 2 are also shown.
2 also showed only a part of it. In FIG. 5, the hanging frame device includes a frame body 20 including an outer shell member 20a having a rectangular outer shape that is substantially the same as that of the artificial shore 10 and a erection member 20b that is bridged across the outer shell members 20a. Frame 2
And a cord body 21 extending from a plurality of locations of 0 and this cord body 2
1 is provided with the sheet-like bodies 22, 23, 30 which can be locked.
【0022】ここで、前記架設部材20bは、図5のよ
うに人工磯10の外形を形成する筒状袋体以外の筒状袋
体と同じ本数で同じ配置に形成しても良い。また、図8
に示したように枠体20(点線で図示)の架設部材20
bは、人工磯10(実線で図示)の外形を形成する筒状
袋体以外の筒状袋体の本数よりも少なく配置しても良
く、例えば、図8(a)のようにX,Y両方向に各2本
ずつ配置したり、あるいは、図8(b)のようにX方向
に1本、Y方向に2本を配置しても良い。Here, the erection members 20b may be formed in the same number and in the same arrangement as the tubular bag body other than the tubular bag body forming the outer shape of the artificial shore 10 as shown in FIG. Also, FIG.
As shown in FIG. 2, the erection member 20 of the frame body 20 (illustrated by a dotted line)
b may be arranged in a smaller number than the number of tubular bags other than the tubular bag forming the outer shape of the artificial beach 10 (shown by the solid line). For example, as shown in FIG. Two lines may be arranged in each of the two directions, or one line may be arranged in the X direction and two lines may be arranged in the Y direction as shown in FIG. 8B.
【0023】前記面状体22,23,30は、合成樹
脂、綿布または水中劣化しない不織布を用いて図6(a)
(b)又は図9のように形成することができる。すなわ
ち、図6(a)において面状体22は、一枚物の帯状材2
2bに、それぞれ索条体21を係止するための係止具2
2aを設けて形成し、筒状袋体に貼着するか、または筒
状袋体に貼着しないで配置する。また図6(b)において
面状体23は、二枚の帯状材23bに、それぞれ索条体
21を係止するための係止具23aを設けて形成し、筒
状袋体に貼着して配置する。さらに図9において、面状
体30は、一枚物の帯状材31の両端を図9(a)の点線
33に沿って裁断し、一点鎖線32に沿って図9の紙面
上方に向かい折りたたんで縫着し、図9(b)のように形
成したら、環状部35を形成するために縫着した先端3
5aと35bとを捻って図9(c)のように重ね合わせて
縫着し、同様にして逆側の環状部34も形成する。かよ
うに形成した面状体30は、筒状袋体の下に通して図1
0(a)及び図11に示したように巻き込んで配置する。The planar members 22, 23, 30 are made of synthetic resin, cotton cloth or non-woven fabric which does not deteriorate in water, as shown in FIG. 6 (a).
(b) or can be formed as shown in FIG. That is, in FIG. 6 (a), the sheet 22 is a single strip 2
Locking tools 2 for locking the cords 21 respectively to 2b
It is formed by providing 2a and is attached to the tubular bag or is not attached to the tubular bag. Further, in FIG. 6 (b), the planar body 23 is formed by providing two belt-shaped members 23b with locking tools 23a for locking the cord 21 respectively, and sticking them to the tubular bag body. Place it. Further, in FIG. 9, the sheet 30 is obtained by cutting both ends of a strip 31 of a single piece along the dotted line 33 of FIG. 9 (a) and folding it along the dashed line 32 toward the upper side of the paper of FIG. Once sewn and formed as shown in FIG. 9B, the tip 3 sewn to form the annular portion 35.
5a and 35b are twisted and overlapped and sewn as shown in FIG. 9 (c), and the annular portion 34 on the opposite side is also formed in the same manner. The sheet-shaped body 30 thus formed is passed under the tubular bag body and
0 (a) and the coil are arranged as shown in FIG.
【0024】さらに、前記索条体21は曲折自在で柔軟
な部材、例えば、ワイヤーロープ、樹脂製ロープ、チェ
ーンを使用し、その先端に係止具(図示せず)を設けて
形成する。かような索条体21は、中詰め材2が硬化す
る前の人工磯10を懸吊したときに、袋体1が偏った力
を受けて大きく変形して破損することがないように、枠
体に均等に配置する。例えば、人工磯10と枠体20と
がほぼ同形状である場合には、袋体1が交差する全ての
箇所間に面状体22,23,30の何れかを設け、枠体
20を人工磯10の垂直上方に配置し、枠体20におい
て面状体22,23,30の何れかの垂直上方に位置す
る同数箇所から索条体21を垂直下方に延設し、索条体
21の先端の係止具を面状体22,23の係止具22
a,23a、または面状体30の環状部34,35に係
合する。また、図8(a)(b)のように枠体20の架
設部材20bが、人工磯10の外形を構成する筒状袋体
以外の袋体1の本数よりも少ない場合には、面状体2
2,23,30の何れかを上記と同様に袋体1が交差す
る全ての箇所間に設け、枠体20を人工磯10の垂直上
方に配置し、枠体20において面状体22,23,30
の何れかの垂直上方に位置する箇所から索条体21を垂
直下方に延設すると共に、垂直上方に枠体20の架設部
材20bが無い面状体22,23,30には近傍の架設
部材20bか、あるいは外郭部材20aから斜め両方向
に索条体21を延設し、索条体21の先端の係止具を面
状体22,23の係止具22a,23aまたは面状体3
0の環状部34,35に係合する。すなわち、図8
(a)の人工磯10において、符号10xで示した袋体
の箇所は、その垂直上方に枠体20の架設部材が無いの
で、その近傍の両側にある架設部材の箇所20x,20
xから斜め下方に索条体を延設し、索条体21の先端の
係止具を面状体22,23の係止具22a,23aまた
は面状体30の環状部34,35に係合すれば、人工磯
10と枠体20とがほぼ同形状である場合と同様に、袋
体1が破損することが無く、袋体1を均等な力で懸吊す
ることができる。Further, the cord 21 is formed by using a bendable and flexible member such as a wire rope, a resin rope or a chain, and providing a locking tool (not shown) at its tip. In order to prevent the cord 1 from being greatly deformed and damaged by the biased force of the bag body 1 when the artificial shore 10 before the filling material 2 is cured is suspended, Place it evenly on the frame. For example, when the artificial shore 10 and the frame body 20 have substantially the same shape, any one of the planar bodies 22, 23, 30 is provided between all the positions where the bag body 1 intersects to make the frame body 20 artificial. The cords 21 are arranged vertically above the shore 10 and extend vertically downward from the same number of positions in the frame 20 that are vertically above any of the planar bodies 22, 23, 30. The locking tool at the tip is the locking tool 22 of the planar bodies 22 and 23.
a, 23a, or the annular portions 34, 35 of the planar body 30 are engaged. In addition, as shown in FIGS. 8A and 8B, when the erection member 20b of the frame body 20 is less than the number of bag bodies 1 other than the tubular bag body forming the outer shape of the artificial surf, Body 2
Similar to the above, any one of 2, 23, 30 is provided between all the positions where the bag body 1 intersects, and the frame body 20 is arranged vertically above the artificial shore 10 and the planar bodies 22, 23 in the frame body 20 are arranged. , 30
A cord member 21 extends vertically downward from a position located vertically above any of the above, and a erection member adjacent to the planar members 22, 23, 30 without the erection member 20b of the frame body 20 vertically above. 20b or the cord member 21 extending obliquely in both directions from the outer shell member 20a, and the locking tool at the tip of the string body 21 is used as the locking tools 22a, 23a of the planar members 22, 23 or the planar member 3.
0 annular portions 34 and 35 are engaged. That is, FIG.
In the artificial shore 10 of (a), since there is no erection member for the frame body 20 vertically above the bag portion indicated by reference numeral 10x, the erection member portions 20x, 20 on both sides in the vicinity thereof are provided.
The cord body is extended obliquely downward from x, and the locking tool at the tip of the cord body 21 is engaged with the locking tools 22a, 23a of the planar bodies 22, 23 or the annular portions 34, 35 of the planar body 30. If combined, the bag body 1 can be suspended with a uniform force without damaging the bag body 1 as in the case where the artificial shore 10 and the frame body 20 have substantially the same shape.
【0025】また袋体を吊り上げる位置は、図5に示す
位置の他に、袋体1が交差する位置を吊り上げても良
い。As for the position for lifting the bag body, in addition to the position shown in FIG. 5, the position where the bag body 1 intersects may be lifted.
【0026】次に、本発明の人工磯の築造方法について
説明する。最初に、図7に示した形状保持枠25、すな
わち袋体1が膨張した際に嵌合するような半円の断面形
状の部材25aで、格子状袋体1と同じ配列に形成した
形状保持枠25を作業船(図示せず)の上に載置し、こ
の形状保持枠25の上に格子状袋体を同配列で載置す
る。そして、岸壁等の上に設置したコンクリート供給源
に連通した注入パイプ30を袋体1の複数の注入口6に
順次接続して、中詰め材2としてのコンクリートを袋体
内に注入する。ここで、袋体1へのコンクリートの充填
率は、海底地形に人工磯10がなじみやすく、また転石
の上に載置した場合でも袋体が自在に屈曲することがで
きるように80〜90%程度とする。Next, the method for constructing the artificial shore according to the present invention will be described. First, the shape-retaining frame 25 shown in FIG. 7, that is, the member 25a having a semicircular cross-section that fits when the bag body 1 is inflated, is formed in the same arrangement as the lattice-shaped bag body 1. The frame 25 is placed on a work boat (not shown), and the lattice-shaped bags are placed on the shape holding frame 25 in the same arrangement. Then, the injection pipe 30 communicating with the concrete supply source installed on the quay or the like is sequentially connected to the plurality of injection ports 6 of the bag body 1 to inject concrete as the filling material 2 into the bag body. Here, the filling rate of concrete into the bag body 1 is 80 to 90% so that the artificial rock 10 is easily adapted to the seabed topography and that the bag body can be flexibly bent even when placed on a boulder. The degree.
【0027】コンクリート充填後、設置対象海域まで運
搬し、コンクリートが硬化する前に揚重機(図示せず)
などによって吊り枠装置を人工磯10の垂直上方に吊り
下し、索条体21の先端を袋体1に係合して人工磯10
を吊り上げて、図3に示すように海底5の上の転石4を
覆うように沈設する。袋体1の中のコンクリートは、転
石4の全体を覆うように転石4の凹凸に応じた形状に屈
曲して硬化する。したがって、かように形成された人工
磯10は、袋体1と転石4とが互いに嵌合して高い安定
性を得ることができる。After the concrete is filled, it is transported to the target sea area and is lifted before the concrete is hardened (not shown).
The hanging frame device is hung vertically above the artificial sea 10 by the above method, and the distal end of the cord 21 is engaged with the bag body 1 to make the artificial sea 10
Is lifted and sunk so as to cover the boulders 4 on the seabed 5 as shown in FIG. The concrete in the bag body 1 is bent and hardened to cover the entire boulder 4 in a shape corresponding to the unevenness of the boulder 4. Therefore, in the artificial rock 10 thus formed, the bag body 1 and the boulders 4 are fitted to each other, and high stability can be obtained.
【0028】[0028]
【発明の効果】本発明の人工磯の築造方法は、網状又は
格子状の袋体を使用するため、この袋体が海底の転石、
礫および予め沈設した人工のブロック体等を、生物の生
息場としてそのまま残しながら上から覆うこととなり、
これらの転石、礫および人工のブロック体を安定するこ
とができる。The method for constructing an artificial shore according to the present invention uses a net-like or lattice-like bag, so that this bag is a seabed rock.
It will cover the gravel and the artificial block that was previously deposited, etc. from above while leaving it as a habitat for living things.
These boulders, gravel and artificial block bodies can be stabilized.
【0029】また、網状又は格子状に連通した袋体は、
波浪を受けた際に網目又は格子目から波浪の水流を逃が
すことができて、これ自体が波浪の抵抗となるのを極力
抑えることができ、波浪の揚圧力を大きく受けず、全体
としてその設置位置にとどまりながら、海底の物体を安
定的に保持することができる。Further, the bag body connected in a mesh or lattice form is
When a wave is received, the water flow of the wave can escape from the mesh or grid, and it can suppress the wave itself to the resistance of the wave as much as possible. The object on the seabed can be stably held while staying in the position.
【0030】さらに、網状又は格子状に連通した袋体に
は海底に沈設する前に予め中詰め材を注入するので、中
詰め材を袋体の隅々まで行き渡らせることができる。し
たがって、起伏や転石等による凹凸が大きい海底におい
て、袋体を沈設した後、中詰め材を注入する場合に発生
し易い凹凸頂部の充填不足を防止することができる。Further, since the filling material is preliminarily injected into the bag body communicating with the net-like or lattice-like shape before it is deposited on the seabed, the filling material can be spread to every corner of the bag body. Therefore, it is possible to prevent insufficient filling of the uneven top portion which is likely to occur when the filling material is injected after the bag body is sunk on the seabed where the unevenness is large due to ups and downs, boulders and the like.
【0031】更にまた、網状又は格子状に連通した袋体
に中詰め材を注入し、中詰め材が硬化する前に、人工磯
を海底の転石、礫およびブロック体の上に配置するの
で、凹凸に沿って密着させる形状に形成することができ
る。したがって、硬化後における前記海底の転石、礫お
よびブロック体に対する保持強度を十分に大きくするこ
とができる。Furthermore, since the filling material is injected into the bag body which is connected in a mesh or grid pattern, and before the filling material is hardened, the artificial shore is placed on boulders, gravel and blocks on the seabed. It can be formed in a shape in which it is closely adhered along the unevenness. Therefore, it is possible to sufficiently increase the holding strength for the rocks, gravel, and block bodies on the seabed after hardening.
【0032】また、袋体に中詰め材を注入して形成した
人工磯を吊り枠装置で懸吊するため、袋体が偏った力を
受けて大きく変形して破損することを防止できる。Further, since the artificial frame formed by injecting the filling material into the bag is suspended by the suspension frame device, it is possible to prevent the bag from being largely deformed and damaged by an unbalanced force.
【図1】(a)は人工磯の平面図であり、(b)は(a)のA−
A断面図である。FIG. 1 (a) is a plan view of an artificial beach, and FIG. 1 (b) is A- of (a).
It is A sectional drawing.
【図2】袋体の格子目部分に礫を投入した人工磯の平面
図である。FIG. 2 is a plan view of an artificial beach in which gravel is put in the lattice portion of the bag body.
【図3】(a)は海底に存在する天然の転石の上に人工磯
を設けた状態を示す平面図であり、(b)は(a)のB−B断
面図である。FIG. 3 (a) is a plan view showing a state in which an artificial rock is provided on a natural boulder existing on the seabed, and FIG. 3 (b) is a sectional view taken along line BB of (a).
【図4】図1や図3とは異なる人工磯の断面図である。FIG. 4 is a cross-sectional view of an artificial beach different from FIGS. 1 and 3.
【図5】本発明の吊り枠装置によって人工磯を懸吊して
いる状態を示す斜視図である。FIG. 5 is a perspective view showing a state where the artificial shore is suspended by the suspension frame device of the present invention.
【図6】(a),(b)は本発明の吊り枠装置の面状体の袋体
への取付け状態を示す斜視図である。6 (a) and 6 (b) are perspective views showing a mounting state of the planar body of the suspension frame device of the present invention to the bag body.
【図7】袋体に中詰め材を注入する状態を示す側面図で
ある。FIG. 7 is a side view showing a state where the filling material is injected into the bag body.
【図8】本発明の吊り枠装置における架設部材の配置を
示す簡略平面図である。FIG. 8 is a simplified plan view showing an arrangement of erection members in the suspension frame device of the present invention.
【図9】(a),(b),(c)は図6とは異なる面状体の形成方
法を示す平面図である。9A, 9B, and 9C are plan views showing a method for forming a planar body different from that in FIG.
【図10】(a),(b)は、図9の面状体を筒状袋体に巻き
付けた状態を示す側面図である。10 (a) and 10 (b) are side views showing a state in which the planar body of FIG. 9 is wrapped around a tubular bag body.
【図11】図9及び図10の面状体の人工磯における配
置を示した斜視図である。FIG. 11 is a perspective view showing the arrangement of the planar bodies of FIGS. 9 and 10 in an artificial shore.
1 袋体 2 中詰め材 10 人工磯 20 枠体 20a 外郭部材 20b 架設部材 21 索条体 22,23,30 面状体 25 形状保持枠 DESCRIPTION OF SYMBOLS 1 Bag body 2 Filling material 10 Artificial shore 20 Frame body 20a Outer shell member 20b Construction member 21 Rope body 22,23,30 Planar body 25 Shape holding frame
───────────────────────────────────────────────────── フロントページの続き (72)発明者 鈴木 達雄 東京都港区北青山2−5−8 株式会社間 組内 (72)発明者 鷺澤 栄二郎 大阪市北区堂島浜1丁目2番6号 旭化成 工業株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Tatsuo Suzuki 2-5-8 Kita-Aoyama, Minato-ku, Tokyo Ma Corp. (72) Inventor Eijiro Sagisawa 1-2-6 Dojimahama, Kita-ku, Osaka Asahi Kasei Kogyo Within the corporation
Claims (3)
は格子状の袋体に注入し、この中詰め材が硬化する前に
前記袋体を海底に沈設することを特徴とする人工磯の築
造方法。1. An artificial shore characterized by injecting a filling material which is cured after a predetermined time into a net-like or lattice-like bag body, and before the filling material is hardened, the bag body is sunk on the seabed. How to build.
注入する工程において、膨張した前記袋体が嵌合する断
面形状の部材で前記袋体と同じ配置に形成した形状保持
枠を載置し、この形状保持枠の上に前記袋体を載置し、
中詰め材を注入することを特徴とする請求項1記載の人
工磯の築造方法。2. A shape-holding frame formed in the same arrangement as the bag body by a member having a cross-sectional shape into which the expanded bag body fits in the step of injecting the filling material into the mesh-like or lattice-like bag body. Place, place the bag on the shape holding frame,
The method for constructing an artificial surf according to claim 1, wherein a filling material is injected.
網状又は格子状の袋体を懸吊するために使用する吊り枠
であって、 前記袋体とほぼ同じ外形の外郭部材、及びこの外郭部材
間に架設された架設部材を備えた枠体と、この枠体の複
数箇所から延設した索条体と、この索条体の先端に係止
可能に設けた面状体とを備える吊り枠装置。3. A hanging frame used for suspending a net-like or lattice-like bag body filled with a fluid and curable filling material, the outer frame member having substantially the same outer shape as the bag body, And a frame body provided with a erection member laid between the outer shell members, a cord body extending from a plurality of positions of the frame body, and a planar body provided at the tip of the cord body so as to be locked. A hanging frame device provided with.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11159196A JPH09296431A (en) | 1996-05-02 | 1996-05-02 | Construction method of artificial beach and hanging frame device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11159196A JPH09296431A (en) | 1996-05-02 | 1996-05-02 | Construction method of artificial beach and hanging frame device |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH09296431A true JPH09296431A (en) | 1997-11-18 |
Family
ID=14565253
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11159196A Pending JPH09296431A (en) | 1996-05-02 | 1996-05-02 | Construction method of artificial beach and hanging frame device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH09296431A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103663100A (en) * | 2013-10-16 | 2014-03-26 | 长江南京航道工程局 | Special lifting appliance of double-I-shaped permeable frame |
-
1996
- 1996-05-02 JP JP11159196A patent/JPH09296431A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103663100A (en) * | 2013-10-16 | 2014-03-26 | 长江南京航道工程局 | Special lifting appliance of double-I-shaped permeable frame |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US5944443A (en) | Adjustable porous groynes and method for shoreline reclamation | |
AU747316B2 (en) | Method for securing, stabilising and recovering areas of land and subsoil above and below water | |
CN206956794U (en) | Bionic grass device for underwater scour prevention protection | |
JP2009503298A (en) | Artificial leaf and method for constructing artificial leaf | |
JPH1132623A (en) | Floating and sinking artificial sea tangle bed | |
JPH09296431A (en) | Construction method of artificial beach and hanging frame device | |
CN216600966U (en) | Plant fiber blanket for repairing photosta | |
KR101344008B1 (en) | Environment-affinitive artificial reef in undersea | |
JP2003171923A (en) | Covering material, method of manufacturing covering material, scour preventive structure and scour preventive construction method | |
JPH0296010A (en) | Connectable bags | |
CN113940213A (en) | Ecological plant fiber blanket device and construction method | |
KR102386920B1 (en) | Eco-friendly fiber gabion including function of artificial fish-reef | |
JP3913669B2 (en) | Shellfish farming equipment | |
JP4264487B2 (en) | Construction method of drainage layer in stabilization method of sandy beach | |
JP3693613B2 (en) | Protective mat | |
JP2003047364A (en) | Facility for growing tangle | |
JP7345701B1 (en) | How to remove the scour prevention unit | |
US6827525B2 (en) | Method and system for building up land in a water-covered or water-surrounded area | |
JPH08168325A (en) | Artificial shore and building method of the same | |
KR200333401Y1 (en) | Fabric mesh bag for the method of construction using the puddle and the fabric mesh bag | |
JPH10266161A (en) | Mat member and execution method thereof | |
JP3463552B2 (en) | Unit for civil engineering structure and method of using the same | |
JP2001049648A (en) | Pollution diffusion preventive device by artificial sea weed | |
JP3354421B2 (en) | Mat-like revetment or revetment structure | |
JP2759833B2 (en) | Embankment method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20050310 |
|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20050315 |
|
A02 | Decision of refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A02 Effective date: 20050705 |