JPH0542112Y2 - - Google Patents

Info

Publication number
JPH0542112Y2
JPH0542112Y2 JP6649588U JP6649588U JPH0542112Y2 JP H0542112 Y2 JPH0542112 Y2 JP H0542112Y2 JP 6649588 U JP6649588 U JP 6649588U JP 6649588 U JP6649588 U JP 6649588U JP H0542112 Y2 JPH0542112 Y2 JP H0542112Y2
Authority
JP
Japan
Prior art keywords
sheet
joint
embankment
metal mesh
scouring
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP6649588U
Other languages
Japanese (ja)
Other versions
JPH01174420U (en
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 filed Critical
Priority to JP6649588U priority Critical patent/JPH0542112Y2/ja
Publication of JPH01174420U publication Critical patent/JPH01174420U/ja
Application granted granted Critical
Publication of JPH0542112Y2 publication Critical patent/JPH0542112Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は、河川の堤防等の法面が台風等の洪水
時に漏水・浸食により崩壊するのを防止するため
のシートに関する。
[Detailed description of the invention] (Field of industrial application) The present invention relates to a sheet for preventing slopes of river embankments from collapsing due to water leakage and erosion during floods such as typhoons.

(従来の技術) 従来、河川の堤防等の法面が台風等の洪水時に
漏水・浸食により崩壊するのを防止するために、
法面にシート張り工を施工している。このシート
張り工は、第4図に示すようにシート(むしろ、
ビニールシートなど)1を複数本の骨竹2に結び
付け、下端の重し用の土のう3を芯にしてシート
1をすのこ巻きにしておき、堤防4の天端5上に
止め杭6を打ち、この止め杭6に骨竹2に取り付
けた複数本の紐7を結び、降しロープ8をゆるめ
ながら土のう3の重みで第5図に示すように堤防
4の法面9へシート1を降ろしていく工法であ
る。(先行技術として実公昭53−44270号がある。) (考案が解決しようとする課題) ところで、上記シート張り工に用いられるシー
ト1には、多数の重し用の土のう3を取り付けて
いるため、水防工事に必要な時以外にすのこ巻き
にして保管しておくことが不便であるので、土の
う3を取りはずしてシート1を折り畳んでいる。
したがつて、水防工事の際、シート1に土のう3
を取り付けてすのこ巻きした上、堤防4の天端5
から降しロープ8にて降ろしているので、緊急時
に手間がかかり、施工性が悪かつた。
(Prior art) Conventionally, in order to prevent slopes such as river embankments from collapsing due to water leakage and erosion during floods such as typhoons,
Sheeting work is being carried out on the slope. This seat upholsterer is responsible for the seat upholstery, as shown in Figure 4.
(vinyl sheet, etc.) 1 is tied to a plurality of bamboo frames 2, the sheet 1 is rolled up into a gridiron using the sandbag 3 for weight at the bottom end as a core, and a retaining stake 6 is driven above the top end 5 of the embankment 4. A plurality of strings 7 attached to the bamboo frame 2 are tied to this retaining stake 6, and while loosening the rope 8, the sheet 1 is lowered onto the slope 9 of the embankment 4 using the weight of the sandbag 3 as shown in FIG. It is a method of construction. (As a prior art, there is Utility Model Publication No. 53-44270.) (Problem to be solved by the invention) By the way, the sheet 1 used in the above-mentioned sheet upholstery has a large number of weight sandbags 3 attached to it. Since it is inconvenient to store the sandbag in a slatted shape except when necessary for flood protection work, the sandbag 3 is removed and the sheet 1 is folded.
Therefore, during flood prevention work, 3 sandbags are placed on 1 sheet.
After installing and wrapping it with slats, the top of the embankment
Since it was lowered using a rope 8, it was time-consuming in case of an emergency, and the workability was poor.

(考案の目的) 本考案は、上記課題を解決すべくなされたもの
で、緊急時堤防の天端からの吊り降ろしが容易に
できて手間がかからず施工性が良く、不使用時に
折り畳んで保管するのが便利で、しかも組立製作
が簡単な堤防漏水及び洗掘防止用シートを提供す
ることを目的とするものである。
(Purpose of the invention) The present invention was made to solve the above-mentioned problems.It can be easily suspended from the top of the embankment in an emergency, is easy to install, is easy to install, and can be folded when not in use. To provide a sheet for preventing levee water leakage and scouring that is convenient to store and easy to assemble and manufacture.

(問題点を解決するための手段) 上記課題を解決するための本考案の堤防漏水及
び洗掘防止用シートは、複数の矩形の金属製網状
シートを、該金属製網状シートの上下端の網目に
挿通せる複数の継手リングを介して該継手リング
に継手部材を挿通して連結し、最下段の金属製網
状シートの下端に重し用力材を取り付け、前記各
継手部材と重し用力材の両端に抜け止め金具を取
り付けると共に2本の吊りロープを前記継手部材
の両端を経由させて先端を重し用力材に固定して
なるものである。
(Means for Solving the Problems) The sheet for preventing levee water leakage and scouring of the present invention to solve the above-mentioned problems is such that a plurality of rectangular metal mesh sheets are connected to the upper and lower ends of the metal mesh sheets. The joint members are inserted into the joint rings through a plurality of joint rings that can be inserted into the joint rings, and a weight member is attached to the lower end of the lowest metal mesh sheet, and each of the joint members and the weight member are connected to each other. A retaining metal fitting is attached to both ends, and two hanging ropes are passed through both ends of the joint member, and the tips thereof are fixed to the weight member.

(作用) 上述の如く構成された本考案の堤防漏水及び洗
掘防止用シートは、継手リング及び該継手リング
に挿通した継手部材にて、複数の矩形の金属製網
状シートが蝶番状に連結されているので、不使用
時、各金属製網状シートを順次重ねて折り畳むこ
とができて、保管に便利である。また、水防工事
の緊急時、折り畳んだ堤防漏水及び洗掘防止用シ
ートを堤防の天端上に立つて、吊りロープを天端
上に打ち込んだ止め杭に取り付け、各金属製網状
シート及び重し用力材の重量を利用し、堤防の天
端から勢いつけて落とすことにより、法面に堤防
漏水及び洗掘防止用シートが展開されるので、天
端から法面への吊り下げを迅速、容易に行なうこ
とができて、施工性が良い。
(Function) The embankment leakage and scouring prevention sheet of the present invention configured as described above has a plurality of rectangular metal mesh sheets connected in a hinge-like manner by a joint ring and a joint member inserted through the joint ring. When not in use, the metal mesh sheets can be stacked one on top of the other and folded, making it convenient for storage. In addition, in the event of an emergency during flood protection work, a folded sheet for preventing leakage and scouring can be placed on top of the top of the bank, and a hanging rope is attached to a stopper stake driven above the top. By using the weight of the utility material and dropping it from the top of the embankment, the sheet for preventing embankment water leakage and scouring is deployed on the slope, so it can be hung quickly and easily from the top to the slope. It can be done easily and has good workability.

さらに、本考案の堤防漏水及び洗掘防止用シー
トは、河川の水位が下がつて撤去する際、吊りロ
ープを引いて下端の重し用力材を引き上げること
により、使用時とは逆に下方より各金属製網状シ
ートが順次起立しながら引き上げられ、最終的に
は堤防の天端上に起立した状態で折り畳まれるの
で、あとは止め杭から吊りロープをとりはずし
て、直ちに撤去、運搬できる。
Furthermore, when the levee leakage and scouring prevention sheet of the present invention is to be removed when the water level of the river has fallen, it can be removed from below by pulling the hanging rope and pulling up the weighting material at the lower end, contrary to when in use. Each metal mesh sheet is pulled up one after another and is finally folded up while standing on the top of the embankment, so all that is left is to remove the hanging rope from the stop pile and immediately remove and transport.

(実施例) 本考案の堤防漏水及び洗掘防止用シートの一実
施例を第1図によつて説明すると、10は矩形の
金属製網状シート、本例ではエキスパンドメタル
である。このエキスパンドメタル10を4枚夫々
その上下端の中央部左右両側及び左右両端部の網
目に挿通せる4個の継手リング11を介して、す
なわち、相対杭する継手リング11を各々隣り合
わせに重合し、その重合した各継手リング11
に、継手部材として継ぎ管12を挿通して連結す
る。なお、最上段のエキスパンドメタル10の上
端側の継手リング11にも継ぎ管12を挿通す
る。最上段のエキスパンドメタル10の下端の中
央部左右両側及び左右両側の網目に挿通せる4個
の大径の継手リング11′に重し用力材として大
径の管13を挿通する。
(Example) An example of the embankment leakage and scouring prevention sheet of the present invention will be described with reference to FIG. 1. Reference numeral 10 denotes a rectangular metal mesh sheet, in this example expanded metal. These four expanded metals 10 are superimposed next to each other through four joint rings 11 that can be inserted into meshes on both left and right sides of the center of the upper and lower ends, and on both left and right ends, that is, the joint rings 11 that are mutually piled are stacked next to each other, Each of the polymerized joint rings 11
A joint pipe 12 is inserted therein as a joint member and connected. Note that the joint pipe 12 is also inserted through the joint ring 11 on the upper end side of the expanded metal 10 in the uppermost stage. A large-diameter pipe 13 is inserted as a weight member through four large-diameter joint rings 11' which can be inserted into the meshes on both left and right sides of the central part of the lower end of the uppermost expanded metal 10 and on both left and right sides.

下端の中央部左右両側及び左右両端部の網目に
挿通せる4個の大径の継手リング11′に、前記
各継ぎ管12と大径の管13の両端部に、抜け止
め金具としてフランジ14と大径のフランジ15
を夫々固定する。そして2本の吊りロープ16
を、前記かく継ぎ管12の両端部に巻き掛けて、
先端を大径の管13の両端部に結びつける。
Four large-diameter coupling rings 11' that can be inserted into the meshes on both left and right sides of the center part of the lower end and on both left and right ends are provided with flanges 14 as retaining fittings at both ends of each of the joint pipes 12 and the large-diameter pipes 13. Large diameter flange 15
are fixed respectively. and two hanging ropes 16
wrapped around both ends of the spliced pipe 12,
The tip is tied to both ends of the large diameter tube 13.

このように構成した実施例の堤防漏水及び洗掘
防止用シートは、4枚のエキスパンドメタル10
が継手リング11と継ぎ管12とにより蝶番状に
順次連結されているので、不使用時、エキスパン
ドメタル10を第2図に示すように順次ジグザグ
に重ねて折り畳むことができて、保管が便利であ
る。また、台風等の洪水により堤防の法面が浸蝕
されて崩壊するのを防止する際には、折り畳んだ
実施例の堤防漏水及び洗掘防止用シートを、第3
図aに示すように堤防4の天端5上に立てて、吊
りロープ16を天端5上に打ち込んだ止め杭6に
取り付け、各エキスパンドメタル10をけりとば
し、それらの重量及び重し用力材である大径の管
13の重量を利用し堤防4の天端5から勢い付け
て落とす。かくして、各エキスパンドメタル10
は、第3図bに示すように法面9を転動する大径
の管13を先導に引かれて展開しながら倒れてい
き、最終的には第3図cに示すように堤防4の法
面9に、各エキスパンドメタル10が倒伏して堤
防漏水及び洗掘防止用シート全体が展張して、浸
蝕、透水による崩壊の危険箇所防護される。
The embankment leakage and scouring prevention sheet of the embodiment constructed as described above is made of four sheets of expanded metal 10
are successively connected in a hinge-like manner by the joint ring 11 and the joint pipe 12, so when not in use, the expanded metal 10 can be folded in a zigzag pattern as shown in Figure 2, making storage convenient. be. In addition, when preventing the slope of an embankment from being eroded and collapsed due to floods caused by typhoons, etc., the folded embankment leakage and scouring prevention sheet of the embodiment can be used as a third layer.
As shown in Figure a, it is erected on the top 5 of the embankment 4, the hanging rope 16 is attached to the retaining stake 6 driven into the top 5, each expanded metal 10 is kicked off, and the weight and strength material for the weight are lifted. Using the weight of the large-diameter pipe 13, it is dropped from the top 5 of the embankment 4 with force. Thus, each expanded metal 10
As shown in Fig. 3b, the large-diameter pipe 13 rolling on the slope 9 leads to the pipe unfolding and falling down, and finally, as shown in Fig. 3c, it falls down on the embankment 4. Each expanded metal 10 is laid down on the slope 9, and the entire sheet for preventing levee water leakage and scouring is expanded to protect areas at risk of collapse due to erosion and water permeation.

このように、堤防漏水及び洗掘防止用シート
は、水防工事の緊急時、天端5からの法面9への
吊り下げを簡単かつ迅速に行なうことができるの
で、手間がかからず、施工性が向上する。
In this way, the sheet for preventing levee water leakage and scouring can be easily and quickly suspended from the top 5 to the slope 9 in the event of an emergency during flood protection construction, so construction can be carried out without much effort. Improves sex.

さらに実施例のように金属製網状シートがエキ
スパンドメタル10の場合は、剛固でたわむこと
がないので、使用時の展開、不使用時の折り畳み
が円滑、容易に行われる。
Furthermore, when the metal mesh sheet is the expanded metal 10 as in the embodiment, it is rigid and does not bend, so it can be unfolded when in use and folded when not in use smoothly and easily.

また、河川の水位が下がり、堤防漏水及び洗掘
防止用シートを撤去する際には、吊りロープ16
を引いて下端の重し用力材である大径の管13を
引き上げることにより、使用時とは逆に下方より
各エキスパンドメタル10が順次起立しながら引
き上げられ、最終的には堤防4の天端5上に起立
した状態で折り畳まれる。したがつて、止め杭6
から吊りロープ16を取り外して、直ちに運搬、
撤去することができる。
In addition, when the water level of the river decreases and the sheet for preventing embankment water leakage and scouring is removed, the hanging rope 16
By pulling up the large-diameter pipe 13, which is a weight member at the lower end, each expanded metal 10 is raised from below one after another, contrary to the way it is used, and finally reaches the top of the embankment 4. 5. Folded while standing upright. Therefore, retaining stake 6
Remove the hanging rope 16 from the
It can be removed.

なお、上記実施例は、金属製網状シートがエキ
スパンドメタル10の場合であるが、格子金網、
斜交金網、網目の小さい鉄筋網等であつても良い
ものである。また、上記実施例では、エキスパン
ドメタル10を連結する継手部材が継ぎ管12で
あるが、これに限るものではなく、ロツド等であ
つても良い。さらに上記実施例では、重し用力材
として大径の管13を用いているが、小径の中実
ロツドでも良いものである。また、上記実施例で
は、吊りロープ16を継ぎ管12に巻き掛けてい
るが、継ぎ管12に透孔をあけて、吊りロープ1
6を貫通させても良いものである。
In addition, in the above embodiment, the metal mesh sheet is expanded metal 10, but lattice wire mesh,
It may also be a diagonal wire mesh, a reinforcing bar mesh with a small mesh, or the like. Further, in the above embodiment, the joint member that connects the expanded metal 10 is the joint pipe 12, but the joint member is not limited to this, and may be a rod or the like. Further, in the above embodiment, a large diameter tube 13 is used as the weight member, but a small diameter solid rod may also be used. Further, in the above embodiment, the hanging rope 16 is wound around the joint pipe 12, but a through hole is made in the joint pipe 12 and the hanging rope 16 is wound around the joint pipe 12.
6 may be passed through.

(考案の効果) 以上のとおり、本考案の堤防漏水及び洗掘防止
用シートは、複数の金属製網状シートが蝶番状に
連結されているので、不使用時、各金属製網状シ
ートを順次重ねて折り畳むことができて、保管が
便利である。また、水防工事の緊急時、折り畳ん
だ堤防漏水及び洗掘防止用シートを堤防の天端上
に立てて、吊りロープを天端上に打ち込んだ止め
杭に取り付け重し用力材及び各金属製網状シート
を堤防の天端からけり落とすことにより、法面に
展張されるので、展端からの法面への吊り下げを
迅速、容易に行なうことができて、施工性に優れ
ている。さらに、法面から展張した堤防漏水及び
洗掘防止用シートを撤去するには、吊りロープを
引いて下端の重し用力材を引き上げることによ
り、各金属製網状シートが順次起立しながら引き
上げられ、最終的には堤防の天端上に起立した状
態で折り畳まれるので、あとは止め杭から吊りロ
ープを取り外すだけで、直ちに撤去うんぱんでき
る。また、金属製網状シートをエキスパンドメタ
ルとした場合、剛固でたわむことがないので、使
用時の展開、不使用時の折り畳みが円滑、容易に
行われる。さらに、また、本考案の堤防漏水及び
洗掘防止用シートは、構造簡単で、既成の金属製
網状シートを継手リング及び継手部材で連結し、
下端に重し用力材を取り付け、吊りロープを継手
部材を経由して先端を重し用力材に固定するだけ
で組み立てられるので、製作が容易である。
(Effects of the invention) As described above, the sheet for preventing levee water leakage and scouring of the present invention has a plurality of metal mesh sheets connected in a hinge shape, so when not in use, each metal mesh sheet is stacked one on top of the other. It can be folded for convenient storage. In addition, in the event of an emergency during flood prevention work, a folded levee leakage and scouring prevention sheet can be erected on the top of the levee, and a hanging rope can be attached to a stopper stake driven into the top of the levee. Since the sheet is spread out on the slope by kicking it off the top of the embankment, it can be quickly and easily hung from the spread edge onto the slope, providing excellent workability. Furthermore, in order to remove the levee leakage and scouring prevention sheets extended from the slope, each metal mesh sheet is pulled up one by one by pulling the hanging rope and lifting the weighting member at the lower end. Eventually, it will be folded up so that it stands on the top of the embankment, so all that is left to do is remove the hanging rope from the retaining stake and it can be immediately removed. Further, when the metal mesh sheet is made of expanded metal, it is rigid and does not bend, so it can be unfolded when in use and folded when not in use smoothly and easily. Furthermore, the embankment leakage and scouring prevention sheet of the present invention has a simple structure, in which existing metal mesh sheets are connected with a joint ring and a joint member.
It is easy to manufacture because it can be assembled by simply attaching a weighting member to the lower end and fixing the end of the suspension rope to the weighting member via a joint member.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案の堤防漏水及び先掘防止用シー
トの一実施例を示す展開平面図、第2図はその堤
防漏水及び先掘防止用シートの折り畳み状態を示
す斜視図、第3図a〜cはその堤防漏水及び先掘
防止用シートの堤防の法面での展張工程を示す斜
視図、第4図は従来の法面におけるシート張り工
に用いられるシートのすのこ巻き状態を示す図、
第5図はそのすのこ巻き状態のシートを法面に展
開した斜視図である。 10……エキスパンドメタル(網状シート)、
11,11′……継手リング、12……継ぎ管
(継手部材)、13……大径の管(重し用力材)、
14,15……フランジ(抜け止め金具)、16
……吊りロープ。
Fig. 1 is a developed plan view showing one embodiment of the sheet for preventing embankment water leakage and pre-excavation of the present invention, Fig. 2 is a perspective view showing the folded state of the sheet for preventing embankment water leakage and pre-excavation, and Fig. 3a ~c is a perspective view showing the process of rolling out the sheet for preventing levee water leakage and pre-excavation on the slope of the levee; FIG.
FIG. 5 is a perspective view of the slatted sheet rolled out on a slope. 10... Expanded metal (reticular sheet),
11, 11'...Joint ring, 12...Joint pipe (joint member), 13...Large diameter pipe (weight member),
14, 15...flange (retainer), 16
...hanging rope.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 複数の矩形の金属製網状シートを、該金属製網
状シートの上下端の網目に挿通せる複数の継手リ
ングを介して該継手リングに継手部材を挿通して
連結し、最下段の金属製網状シートの下端に重し
用力材を取り付け、前記各継手部材と重し用力材
の両端に抜け止め金具を取り付けると共に2本の
吊りロープを前記継手部材の両端を経由させて先
端を重し用力材に固定してなる堤防漏水及び洗掘
防止用シート。
A plurality of rectangular metal mesh sheets are connected by inserting a joint member into the joint rings through a plurality of joint rings that can be inserted into the meshes at the upper and lower ends of the metal mesh sheets, and the lowermost metal mesh sheet is connected. Attach a weight member to the lower end of the member, attach retaining metal fittings to both ends of each of the joint members and the weight member, and pass two hanging ropes through both ends of the joint member so that the tip ends are connected to the weight member. Fixed sheet to prevent levee leakage and scouring.
JP6649588U 1988-05-20 1988-05-20 Expired - Lifetime JPH0542112Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6649588U JPH0542112Y2 (en) 1988-05-20 1988-05-20

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6649588U JPH0542112Y2 (en) 1988-05-20 1988-05-20

Publications (2)

Publication Number Publication Date
JPH01174420U JPH01174420U (en) 1989-12-12
JPH0542112Y2 true JPH0542112Y2 (en) 1993-10-25

Family

ID=31291900

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6649588U Expired - Lifetime JPH0542112Y2 (en) 1988-05-20 1988-05-20

Country Status (1)

Country Link
JP (1) JPH0542112Y2 (en)

Also Published As

Publication number Publication date
JPH01174420U (en) 1989-12-12

Similar Documents

Publication Publication Date Title
US20070243021A1 (en) Water-filled flood bags for emergency flood control
US6280342B1 (en) Slide apparatus and method
JPH0542112Y2 (en)
JP2924432B2 (en) Embankment structure, forming method and forming material
EP3743562A2 (en) A fluid filled dam
JP2004339896A (en) Futon cage and method for filling stone into the futon cage
JP3650712B2 (en) Bags for civil engineering bag materials and filling materials
JP7341472B2 (en) Mountainside preservation materials
JP3189105B2 (en) How to spread a disaster prevention safety sheet on a scaffold at a construction site
JP4237697B2 (en) River bank protection device and river bank protection method
US3983705A (en) Apparatus for forming a bottom protection
JP3654852B2 (en) Stone packed bowl
JPH0119671Y2 (en)
JP2000027150A (en) Pebble-packed basket for engineering works
JPH04118419A (en) Structure of reinforced filling body
JPH08447Y2 (en) Sugomori Tent
JP3015297B2 (en) Construction method of revetment
DE10040047A1 (en) Temporary protection device
JP3335464B2 (en) Sheet package for tent at building site, tubular cover, and tent construction method
JP2023149525A (en) Scouring prevention construction and construction method thereof
JPH06123174A (en) Tent roof for engineering work and method for erecting same
JP3927879B2 (en) Plastic sheet setting tool, sheet guide net used therefor, and plastic sheet setting method using the same
JPH02164922A (en) Constructing method for embankment
JPH0678625B2 (en) Embankment construction method
JPS6010373Y2 (en) Pulling jig for supporting poles for seaweed aquaculture nets