JPH10237840A - Method for filling sandbag mat with sand - Google Patents

Method for filling sandbag mat with sand

Info

Publication number
JPH10237840A
JPH10237840A JP1523097A JP1523097A JPH10237840A JP H10237840 A JPH10237840 A JP H10237840A JP 1523097 A JP1523097 A JP 1523097A JP 1523097 A JP1523097 A JP 1523097A JP H10237840 A JPH10237840 A JP H10237840A
Authority
JP
Japan
Prior art keywords
sand
bag
water
mat
inner bag
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.)
Granted
Application number
JP1523097A
Other languages
Japanese (ja)
Other versions
JP3796312B2 (en
Inventor
Yoshiaki Takaya
嘉昭 高屋
Yasuhiro Sakao
泰宏 坂尾
Hideo Komura
日出夫 小村
Hideo Kishimoto
秀男 岸本
Toshio Arakawa
敏雄 荒川
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.)
Toa Corp
Original Assignee
Toa Corp
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 Toa Corp filed Critical Toa Corp
Priority to JP01523097A priority Critical patent/JP3796312B2/en
Publication of JPH10237840A publication Critical patent/JPH10237840A/en
Application granted granted Critical
Publication of JP3796312B2 publication Critical patent/JP3796312B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Revetment (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a method for filling a sandbag mat with sand, that is economical when filling the sandbag mat with a slurry and allows extra water mixed with silt or the like to be taken out without escaping into water. SOLUTION: In a sandbag mat in which a water-impermeable inner bag 22 having a greater diameter than a pressure-resistant outer bag 22 is placed inside the outer bag 22, a slurry of water and sand mixed inside a stirring tank is supplied from one end of the inner bag 22. Extra water is taken out from the other end of the inner bag 22 and fed to a recirculation tank 6, inside which the sand and silt are precipitated to supply only the water again to the stirring tank 5. The injection part and the discharge part of the sandbag mat 1 filled with the sand are fastened.

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、主として砂のスラ
リーを砂袋に充填した砂袋マットを海岸等の浸食防止用
や護岸の洗掘防止用に敷設する際に、経済的な、さらに
は砂袋マットの周囲の水中に余水を逃がすことがない砂
袋マットへの砂の充填方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for preventing the erosion of beaches and the like and the scouring of seawalls and the like, when laying a sandbag mat in which a sand slurry is filled in a sandbag. The present invention relates to a method for filling sand into a sandbag mat that does not allow wastewater to escape into the water around the sandbag mat.

【0002】[0002]

【従来の技術】従来、上記のごとく海岸の浸食防止や、
護岸の洗掘防止のために、砂の入った砂袋マットを複数
連結して、浸食や洗掘の防止対策を要する砂浜や海底に
敷設することが行なわれている。この場合、従来行なわ
れていた砂袋マットの敷設方法では、先端に透水部を有
し、かつ後端が開口している非透水性の袋の中に砂と水
を混ぜたスラリーを供給配管から送り込み、配管の径よ
り大きな径の袋の中にスラリーが急に送りこまれること
でそのスラリーの流速が袋の中で遅くなる結果、砂分が
袋内で沈殿し、砂分から分離した細かいシルト類を含む
水を袋の先端から水中に流出することで砂袋マットへの
砂の充填と敷設が行なわれていた。
2. Description of the Related Art Conventionally, as described above, prevention of coastal erosion,
In order to prevent scouring of revetments, a plurality of sand bag mats containing sand are connected and laid on sandy beaches or the sea floor where measures to prevent erosion and scouring are required. In this case, according to the conventional method of laying a sand bag mat, a slurry in which sand and water are mixed is supplied into a non-permeable bag having a water-permeable portion at the front end and an open rear end. The slurry is suddenly fed into a bag with a diameter larger than the diameter of the pipe, and the flow rate of the slurry is slowed down in the bag.As a result, fine sand is precipitated in the bag and separated from the sand. Filling and laying sand into sandbag mats has been performed by flowing water containing water into the water from the tip of the bag.

【0003】しかしながら、袋を非透水性の材料のみと
すると、非透水性の材料を耐圧性にしなければならず、
砂袋は非常に高価なものとなるため、不経済である。一
方、上記のごとくシルト分の混った水が水中に流れ出す
ことは、場所によっては環境悪化をもたらすことになる
ため問題となる場合がある。
[0003] However, if the bag is made of only a water-impermeable material, the water-impermeable material must be pressure-resistant.
Sandbags are very expensive and therefore uneconomical. On the other hand, the outflow of water mixed with silt into the water as described above may cause a problem in some places because it may cause environmental degradation.

【0004】[0004]

【発明が解決しようとする課題】本発明は、砂に水を混
ぜたスラリーを砂袋マットに充填する際に、経済的な砂
袋マットへの砂の充填方法と、さらにシルトなどの混っ
た余水を水中に逃がすことなく行える砂袋マットへの砂
の充填方法を提供する。
SUMMARY OF THE INVENTION The present invention relates to an economical method of filling sand into a sandbag mat, and a method of filling a sandbag mat with a sand mixed with water. Provided is a method for filling sand into a sandbag mat, which can perform without leaving waste water in water.

【0005】[0005]

【課題を解決するための手段】本発明は、耐圧性を有す
る外袋内にその外袋より径が大きい非透水性を有する内
袋を配置した砂袋マットの内袋の一端から攪拌タンクで
水と砂とを混合したスラリーを供給し、その内袋の他端
から余水を取り出して砂を充填した砂袋マットの注入部
および排出部を緊結する砂袋マットへの砂の充填方法か
らなり、またさらには、前記の内袋の他端から余水を取
り出した後、還流タンクへ送り、還流タンク内で砂やシ
ルト分を沈殿させて水のみを再度攪拌タンクに供給使用
すると共に、砂を充填した砂袋マットの注入部および排
出部を緊結する砂袋マットへの砂の充填方法からなる。
SUMMARY OF THE INVENTION The present invention is directed to a sand bag mat in which a non-permeable inner bag having a diameter larger than that of the outer bag is arranged in a pressure-resistant outer bag. Supply the slurry mixed with water and sand, take out the residual water from the other end of the inner bag, and fill the sand bag mat filled with sand. And furthermore, after taking out residual water from the other end of the inner bag, sending it to the reflux tank, precipitating sand and silt in the reflux tank, and using only water again to the stirring tank, The method comprises a method of filling sand into a sandbag mat that binds an injection portion and a discharge portion of the sandbag mat filled with sand.

【0006】[0006]

【発明の実施の形態】以下図面を参照して本発明のシル
トなどの混った余水を水中に逃がさない砂袋マットへの
砂の充填方法を適用した一実施形態における砂袋に砂を
充填する作業手順について説明するが、図1はその砂袋
マットの敷設作業を行なう設備の概略配置側面図であ
る。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view showing a sand bag mat according to an embodiment of the present invention, in which a method for filling sand into a sand bag mat is described. The work procedure for filling will be described. FIG. 1 is a schematic layout side view of equipment for laying the sand bag mat.

【0007】まず、図1に示すバックホー16等により
ホッパー8に投入された砂は、ホッパー8の排出口下部
に取り付けられた振動フィーダ9によりベルトコンベア
11を経由して攪拌タンク5内へ一定量投入される。そ
の際、この攪拌タンク5内や、それに付属する吸排水配
管内には事前に給水ポンプ1により給水して水を満たし
ておき、オーバフローした水をオーバフロータンク7に
排出するようにしており、供給される砂により吸排水管
が詰まらないようにしている。
First, a certain amount of sand introduced into the hopper 8 by the backhoe 16 shown in FIG. 1 is fed into the stirring tank 5 via the belt conveyor 11 by the vibrating feeder 9 attached to the lower part of the outlet of the hopper 8. It is thrown. At this time, the inside of the stirring tank 5 and the suction / drainage pipes attached to the stirring tank 5 are previously filled with water by the water supply pump 1, and the overflowed water is discharged to the overflow tank 7. The intake and drainage pipes are not clogged with sand.

【0008】以上のように一定量供給された砂と水と
は、攪拌タンク5内に設けた攪拌機4により常時混合攪
拌され、例えばこの実施形態ではほぼ10%の含泥率の
スラリーに調整される。次に、調整された水と砂とを混
合したスラリーはサンドポンプ2により例えば150mm
径の配管ホース17経由砂袋マット18へ圧送され、図
2及び図3のごとく充填される。
The sand and water supplied as described above are constantly mixed and stirred by the stirrer 4 provided in the stirring tank 5, and for example, in this embodiment, the slurry is adjusted to a slurry having a mud content of about 10%. You. Next, the slurry obtained by mixing the adjusted water and sand is, for example, 150 mm by a sand pump 2.
It is pressure-fed to a sand bag mat 18 via a pipe hose 17 having a diameter, and is filled as shown in FIGS.

【0009】そこで、この砂袋マット18は、その敷設
しようとする潟土等の上に予め敷網10(ジオグリッ
ト)等を敷設した上の所定の位置に人力などにより敷設
するが、この砂袋マット18は、耐圧性を有する例えば
ポリエステル及びナイロン製の図4に示すように有効長
さLを有する円筒状からなり、その両端にロート状に加
工した注入排出部19を有する外袋21の内側に、塩ビ
等の非透水性を有し、かつ上記外袋21の径より径の大
きい内袋22を入れた二重袋構造になっている。
Therefore, the sand bag mat 18 is laid by manpower or the like at a predetermined position where a laying net 10 (geogrit) or the like is previously laid on the lagoon or the like to be laid. The mat 18 is made of, for example, polyester and nylon having pressure resistance and has a cylindrical shape having an effective length L as shown in FIG. The outer bag 21 has a double bag structure in which an inner bag 22 having a water-impermeable property such as PVC and having a diameter larger than that of the outer bag 21 is placed.

【0010】なお、この実施形態では、図5に示すごと
く外袋21の径が700mmに対し、内袋の径を40mm程
度大きくすると共に、図4に示すごとくロート状の注入
排出部19に内袋取入口20を設け、内袋22と外袋2
1を予め別々に製作しておき、ここから内袋22を外袋
21内に入れて、内袋取入口20を縫合している。次
に、図2及び図3のごとく配管ホース17から供給され
た水と砂とを混合したスラリーは、分配管24経由、一
方の砂袋マット18の内袋22の一端の注入部19Aか
ら内袋22内に供給され、径の小さい配管ホース17か
ら径の大きな内袋22に入ることによる速度の急激な低
下によって、スラリー中の砂分Sが内袋22内に入口部
分から沈殿していく。
In this embodiment, as shown in FIG. 5, the diameter of the inner bag is increased by about 40 mm with respect to the diameter of the outer bag 21 of 700 mm, and as shown in FIG. A bag inlet 20 is provided, and an inner bag 22 and an outer bag 2
1 are separately manufactured in advance, from which the inner bag 22 is put into the outer bag 21 and the inner bag inlet 20 is sewn. Next, as shown in FIGS. 2 and 3, the slurry obtained by mixing the water and the sand supplied from the pipe hose 17 is supplied through the distribution pipe 24 from the injection portion 19A at one end of the inner bag 22 of the sandbag mat 18. The sand S in the slurry is settled from the inlet portion into the inner bag 22 due to a sharp decrease in the speed caused by being supplied into the bag 22 and entering the large-diameter inner bag 22 from the small-diameter piping hose 17. .

【0011】その際、余水及び余水に含まれる沈殿しな
い粒子の小さい砂やシルト類等が余水と共に内袋22の
他端の排出部19Bから取り出されて還流タンク6内に
送られ回収される。次に、還流タンク6内でシルトや細
かい砂等が沈殿し、水のみは再度攪拌タンク5へ還流ポ
ンプ3により送られ再使用される。
At this time, the spill water and the small particles of non-precipitated sand or silt contained in the spill water are taken out together with the spill water from the discharge portion 19B at the other end of the inner bag 22, sent to the reflux tank 6, and collected. Is done. Next, silt, fine sand, and the like settle in the reflux tank 6, and only water is sent to the stirring tank 5 again by the reflux pump 3 and reused.

【0012】以上のごとく砂袋マット18内に砂の充填
が完了後には分配管24の切替バルブを操作切替えし、
スラリー送水を中止し、各配管ホース17等を洗浄する
ため水を循環して配管内に沈澱した砂分を除去する。次
に、砂を充填した砂袋マット18の注入部19Aおよび
排出部19Bの筒袋ケ所をロープで緊結し、砂袋マット
18の分配管24にセットされた特殊金物の口金部と分
配管24とを切り離し、そして砂を充填する次の砂袋マ
ット18の口金部を分配管24に連結する。
After the filling of the sand in the sand bag mat 18 is completed as described above, the switching valve of the distribution pipe 24 is operated and switched.
The water supply of the slurry is stopped, and water is circulated to wash the respective pipe hoses 17 and the like, thereby removing the sand precipitated in the pipes. Next, the injection bag portion 19A and the discharge bag portion 19B of the sand bag mat 18 filled with sand are tied with a rope, and the base portion of the special hardware set in the distribution tube 24 of the sand bag mat 18 and the distribution tube 24. And the base of the next sand bag mat 18 to be filled with sand is connected to the distribution pipe 24.

【0013】以上の手順の作業を繰り返し次々と砂袋マ
ット18に砂を充填し、浸食防止対策を要する海岸など
に多数連結して敷設する。なお、シルトなどの混った余
水を、水中に逃がしてもよい場合は、還流タンクへのホ
ース以降の設備は不要となる。
The operations of the above procedure are repeated to fill the sand bag mat 18 one after another with sand, and the sand bag mats 18 are connected and laid on a beach or the like where erosion prevention measures are required. In addition, if the mixed residual water such as silt can be released into the water, equipment after the hose to the reflux tank becomes unnecessary.

【0014】[0014]

【発明の効果】以上に説明した本発明の方法で使用され
る砂袋マットは、耐圧性を有する外袋内に非透水性の内
袋を入れる二重袋となっており、さらに内袋と外袋を別
々に製作することが可能であるので製作効率が良く、そ
の製作費が安くつき、砂袋マットの敷設作業コストの低
減がはかれる。
The sand bag mat used in the method of the present invention described above is a double bag in which a water-impermeable inner bag is placed in a pressure-resistant outer bag. Since the outer bags can be manufactured separately, the manufacturing efficiency is high, the manufacturing cost is low, and the cost of laying the sand bag mat can be reduced.

【0015】さらに、砂袋マット内に供給する水と砂と
を混合したスラリー中のシルト等を含む余水を、水中に
逃がすことなく攪拌タンク内に還流して水として再利用
しながら砂袋マット内へ砂のスラリーを充填すれば、砂
袋マットの敷設個所周囲を汚濁させることがない。
Further, the residual water containing silt and the like in the slurry obtained by mixing the water and the sand supplied to the sand bag mat is returned to the stirring tank without escaping into the water and reused as water. If the mat is filled with the slurry of sand, the surroundings of the place where the sand bag mat is laid are not polluted.

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

【図1】本発明の充填方法を適用して砂袋マットに砂を
充填する一実施形態における砂袋マット敷設作業を行な
う設備の概略配置側面図である。
FIG. 1 is a schematic layout side view of a facility for laying sandbag mats in one embodiment for filling sand into sandbag mats by applying the filling method of the present invention.

【図2】図1の砂袋マットへの砂の充填状況を示す要部
側断面図である。
FIG. 2 is a side sectional view showing a main part of the sand bag mat of FIG.

【図3】図2の砂袋マットの斜視図である。FIG. 3 is a perspective view of the sandbag mat of FIG. 2;

【図4】図3の砂袋マットの概略斜視図である。FIG. 4 is a schematic perspective view of the sandbag mat of FIG. 3;

【図5】図4の矢印A−A方向の拡大正断面図である。FIG. 5 is an enlarged front sectional view in the direction of arrow AA in FIG. 4;

【符号の説明】[Explanation of symbols]

5 攪拌タンク 6 還流タンク 18 砂袋マット 19A 注入部 19B 排出部 21 外袋 22 内袋 5 Stirring tank 6 Reflux tank 18 Sand bag mat 19A Injection part 19B Discharge part 21 Outer bag 22 Inner bag

───────────────────────────────────────────────────── フロントページの続き (72)発明者 岸本 秀男 山口県下関市長府松小田東町6−3 東亜 建設工業株式会社内 (72)発明者 荒川 敏雄 山口県下関市長府松小田東町6−3 東亜 建設工業株式会社内 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Hideo Kishimoto 6-3 Matsuoda Higashicho, Nagafu, Shimonoseki City, Yamaguchi Prefecture Inside Toa Construction Industry Co., Ltd. (72) Inventor Toshio Arakawa 6-3 Matsumatsu Odahigashicho, Shimonoseki City, Yamaguchi Prefecture Toa Construction Industry Co., Ltd.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 耐圧性を有する外袋内にその外袋より径
が大きい非透水性を有する内袋を配置した砂袋マットの
内袋の一端から攪拌タンクで水と砂とを混合したスラリ
ーを供給し、その内袋の他端から余水を取り出して砂を
充填した砂袋マットの注入部および排出部を緊結する砂
袋マットへの砂の充填方法。
1. A slurry in which water and sand are mixed in an agitating tank from one end of an inner bag of a sand bag mat in which a water-impermeable inner bag having a diameter larger than that of the outer bag is disposed in a pressure-resistant outer bag. And a method of filling sand into the sand bag mat, which tightly binds an injection portion and a discharge portion of the sand bag mat filled with sand by taking out residual water from the other end of the inner bag.
【請求項2】 耐圧性を有する外袋内にその外袋より径
が大きい非透水性を有する内袋を配置した砂袋マットの
内袋の一端から攪拌タンクで水と砂とを混合したスラリ
ーを供給し、その内袋の他端から余水を取り出して還流
タンクへ送り、還流タンク内で砂やシルト分を沈殿させ
て水のみを再度上記攪拌タンクに供給使用すると共に、
砂を充填した砂袋マットの注入部および排出部を緊結す
る砂袋マットへの砂の充填方法。
2. A slurry in which water and sand are mixed in an agitating tank from one end of an inner bag of a sand bag mat in which a non-permeable inner bag having a diameter larger than that of the outer bag is disposed in a pressure-resistant outer bag. Supply, take out the residual water from the other end of the inner bag, send it to the reflux tank, sediment the sand and silt in the reflux tank, and supply and use only water again to the stirring tank,
A method for filling sand into a sandbag mat that binds an injection portion and a discharge portion of the sandbag mat filled with sand.
JP01523097A 1996-12-26 1997-01-29 Filling sand bag mat with sand Expired - Fee Related JP3796312B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP01523097A JP3796312B2 (en) 1996-12-26 1997-01-29 Filling sand bag mat with sand

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP34816696 1996-12-26
JP8-348166 1996-12-26
JP01523097A JP3796312B2 (en) 1996-12-26 1997-01-29 Filling sand bag mat with sand

Publications (2)

Publication Number Publication Date
JPH10237840A true JPH10237840A (en) 1998-09-08
JP3796312B2 JP3796312B2 (en) 2006-07-12

Family

ID=26351354

Family Applications (1)

Application Number Title Priority Date Filing Date
JP01523097A Expired - Fee Related JP3796312B2 (en) 1996-12-26 1997-01-29 Filling sand bag mat with sand

Country Status (1)

Country Link
JP (1) JP3796312B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108193699A (en) * 2017-12-29 2018-06-22 中交天航港湾建设工程有限公司 Construction method based on silt coast intertidal zone filling sack cofferdam Fast Filling
CN109162248A (en) * 2018-09-25 2019-01-08 中交天航滨海环保浚航工程有限公司 A kind of long-distance sand transport slurry placement sand pocket construction system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108193699A (en) * 2017-12-29 2018-06-22 中交天航港湾建设工程有限公司 Construction method based on silt coast intertidal zone filling sack cofferdam Fast Filling
CN109162248A (en) * 2018-09-25 2019-01-08 中交天航滨海环保浚航工程有限公司 A kind of long-distance sand transport slurry placement sand pocket construction system
CN109162248B (en) * 2018-09-25 2023-12-19 中交(天津)疏浚工程有限公司 Remote mortar conveying and filling sand bag construction system

Also Published As

Publication number Publication date
JP3796312B2 (en) 2006-07-12

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