JPH0735855Y2 - Fixing device for flexible bag-like weir - Google Patents

Fixing device for flexible bag-like weir

Info

Publication number
JPH0735855Y2
JPH0735855Y2 JP4982493U JP4982493U JPH0735855Y2 JP H0735855 Y2 JPH0735855 Y2 JP H0735855Y2 JP 4982493 U JP4982493 U JP 4982493U JP 4982493 U JP4982493 U JP 4982493U JP H0735855 Y2 JPH0735855 Y2 JP H0735855Y2
Authority
JP
Japan
Prior art keywords
taper
groove type
weir
taper groove
riverbed
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
JP4982493U
Other languages
Japanese (ja)
Other versions
JPH0715821U (en
Inventor
十四郎 藤瀧
Original Assignee
日東河川工業株式会社
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 日東河川工業株式会社 filed Critical 日東河川工業株式会社
Priority to JP4982493U priority Critical patent/JPH0735855Y2/en
Publication of JPH0715821U publication Critical patent/JPH0715821U/en
Application granted granted Critical
Publication of JPH0735855Y2 publication Critical patent/JPH0735855Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】本考案は、河川等に設置される可
撓性袋状堰の重合部を河床側に固定するための固定装置
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fixing device for fixing the overlapping portion of a flexible bag-like weir installed in a river or the like to the riverbed side.

【0002】[0002]

【従来の技術】図2に示すように、河川にはその河道を
横断し上流側9と下流側10を画成し適宜の堰高を形成
する可撓性袋状堰11が設置される。可撓性袋状堰11
は、その可撓性シート11aを内部に空間14を形成す
るように丸めたものからなり、その重合部13を河床6
側に固定して配置される。その堰高は空間14内に挿入
される空気又は水の量により調節される。堰高を保持す
るためには空間14は密閉される必要がある。そのた
め、重合部13には固定装置1が配置される。固定装置
1は前記したように可撓性袋状堰11の気密性および水
密性を保持する機能を必要とすると共に、河川を流れる
水の圧力によって可撓性袋状堰11に付加される外力に
十分に耐えるクランプ力を有するものであることが必要
になる。この固定装置1としては従来より各種の構造の
ものが採用されている。その公知技術として例えば実公
昭47−25136号公報,実開昭47−25669号
公報および実公昭58−53306号公報に開示するも
のが上げられる。
2. Description of the Related Art As shown in FIG. 2, a river is provided with a flexible bag-like weir 11 which crosses the river channel and defines an upstream side 9 and a downstream side 10 to form an appropriate weir height. Flexible bag-like weir 11
The flexible sheet 11a is rolled to form a space 14 inside, and the overlapping portion 13 is formed in the river bed 6
It is fixedly placed on the side. The weir height is adjusted by the amount of air or water inserted into the space 14. The space 14 needs to be sealed in order to maintain the weir height. Therefore, the fixing device 1 is arranged in the overlapping portion 13. The fixing device 1 requires the function of maintaining the airtightness and watertightness of the flexible bag-shaped weir 11 as described above, and the external force applied to the flexible bag-shaped weir 11 by the pressure of the water flowing in the river. It is necessary to have a clamping force that sufficiently withstands the above. As the fixing device 1, those having various structures have been conventionally used. Examples of known techniques include those disclosed in Japanese Utility Model Publication No. 47-25136, Japanese Utility Model Publication No. 47-25669 and Japanese Utility Model Publication No. 58-53306.

【0003】実公昭47−25136号公報に開示する
「ダム体の取付金具」は、河床に固定される取付盤上に
丸棒を配設し、垂下条片と突条縁を有する締金と前記丸
棒間でダム体の重合部を挾持するものである。また、実
開昭47−25569号公報の「可撓性薄片構成物用の
固定装置」は、地塊の表面に接する山形部と、凹状又は
凸円弧状の係合面を有する締め部材と、地塊側に固定さ
れ前記係合面と一致する形状の係合面を有する不撓の板
とを備え、該板と締め部材間で可撓性薄片の重合部を挾
持し、山形部を基点にして支柱に螺着されるロックナッ
トにより締め付けを行うものである。また、実公昭58
−53306号公報の「袋状堰のクランプ装置」は上流
側に河床側に当接する突出支点を設け下流側に断面円弧
状の側壁と平坦な上壁とからなる溝を設けたクランプ金
物と、河床側に設けた丸棒体とを備えるものからなり、
袋状堰の重合部を前記溝と丸棒体間で挾持し、前記突出
支点を基点としてボルトで締め付けて重合部を緊締する
ものである。
The "mounting metal fitting for dam body" disclosed in Japanese Utility Model Publication No. 47-25136 has a round bar arranged on a mounting board fixed to the riverbed, and a clamp having a hanging strip and a projecting edge. The overlapping portion of the dam body is sandwiched between the round bars. The "fixing device for a flexible thin-plate structure" of Japanese Utility Model Application Laid-Open No. 47-25569 discloses a mountain-shaped portion in contact with the surface of the ground block, and a fastening member having a concave or convex arc-shaped engaging surface. An inflexible plate having an engaging surface of a shape that is fixed to the ground block side and coincides with the engaging surface is provided, and the overlapping portion of the flexible thin piece is sandwiched between the plate and the fastening member, and the mountain portion is used as a base point. The lock nut is screwed to the support column to perform tightening. In addition, 58
The "bag-like weir clamp device" of Japanese Patent No. 53306 discloses a clamp hardware having a protrusion fulcrum abutting the riverbed on the upstream side and a groove having a side wall with an arcuate cross section and a flat upper wall on the downstream side. Consisting of a round bar provided on the riverbed side,
The overlapped portion of the bag-like weir is clamped between the groove and the round bar, and the overlapped portion is tightened by tightening with a bolt with the protruding fulcrum as a base point.

【0004】[0004]

【考案が解決しようとする課題】前記した公知技術はそ
れぞれ特徴を有するもので袋状堰の気密性,水密性を保
持すると共に外力に耐えるクランプ力を有するものであ
る。しかしながら、前記締金,締金部材およびクランプ
金物はそれぞれ特殊形状のものからなり、コスト高のも
のとなる。また、前記締金等と丸棒等との間で重合部を
挾持するが両者の形状や係合位置が一致しないと十分の
締め付け力を発揮することが難しい。また、作業もやり
にくい。一方、一般的な簡便安価な締め付け手段によっ
て重合部を固定する場合には気密性や水密性を保持する
ためには強裂な締め付け力を必要とする。そのため、ゴ
ム等の可撓体からなる袋状堰の重合部を損傷,劣化,老
化させる問題点がある。
The above-mentioned known techniques have their respective characteristics, and are ones that maintain the airtightness and watertightness of the bag-like weir and have a clamping force that can withstand an external force. However, each of the clamp, the clamp member and the clamp metal member has a special shape, resulting in high cost. Further, although the overlapping portion is held between the clamp and the round bar, it is difficult to exert a sufficient tightening force unless the shape and the engaging position of both are matched. It is also difficult to do the work. On the other hand, when fixing the polymerized portion by a general simple and inexpensive tightening means, a strong tightening force is required to maintain airtightness and watertightness. Therefore, there is a problem that the overlapping portion of the bag-like weir made of a flexible material such as rubber is damaged, deteriorated, or aged.

【0005】本考案は、以上の問題点を解決するもの
で、比較的小さな締め付け力により大きなクランプ力が
得られ重合部が確実に固定されると共に、取付け工事に
やり易く、安価に実施され、可撓性シートの損傷,劣
化,老化等が生じない可撓性袋状堰の固定装置を提供す
ることを目的とする。
The present invention solves the above problems, and a large clamping force can be obtained by a relatively small tightening force so that the overlapping portion can be reliably fixed, and the installation work is easy and inexpensive to carry out. An object of the present invention is to provide a fixing device for a flexible bag-like weir that does not cause damage, deterioration, or aging of a flexible sheet.

【0006】[0006]

【課題を解決するための手段】本考案は、以上の目的を
達成するために、可撓性シートを丸めて内部に空間を形
成すると共に前記空間を密閉保持すべくその両端を重合
し河道等を横断して設置される可撓性袋状堰の前記重合
部を河床等に固定するための固定装置であって、下方に
向かって狭まり傾斜する河床のテーパ溝に嵌入固定され
るテーパ溝型敷金物と、当該テーパ溝型敷金物内に押し
込まれた前記重合部の上面側に当接し、前記テーパ溝型
敷金物との間で前記重合部を挾持する押え具と、前記河
床側に埋設固定され、前記テーパ溝型敷金物,重合部お
よび押え具を貫通しこれ等を河床側に押圧するためのア
ンカーボルト・ナットを備え、前記押え具の前記重合部
との当接部は、前記テーパ溝型敷金物のテーパよりもや
や小さ目の角度のテーパ面が形成されてなる可撓性袋状
堰の固定装置を構成するものである。
SUMMARY OF THE INVENTION In order to achieve the above object, the present invention is to roll a flexible sheet to form an internal space and to polymerize both ends of the flexible sheet to keep the space hermetically closed. A fixing device for fixing the overlapping portion of a flexible bag-like weir installed across a river to a river bed or the like, which is a taper groove type that is fitted and fixed in a taper groove of a river bed that narrows and slopes downward. A deposit and a retainer that abuts on the upper surface side of the overlapped portion pushed into the taper groove type deposit and holds the overlapped portion with the taper groove type deposit, and is embedded on the riverbed side. Fixed, equipped with anchor bolts and nuts for penetrating the taper groove type metal deposit, the overlapping portion and the pressing tool to press them toward the riverbed, and the contact portion of the pressing tool with the overlapping portion is Angle slightly smaller than the taper of taper groove type metal deposit And it constitutes a fixing device for a flexible bag-like weir over tapered surface is formed.

【0007】[0007]

【作用】可撓性シートの重合部はテーパ溝型敷金物のテ
ーパ溝内に押し込まれる。押え具はテーパ溝型敷金物お
よび重合部を貫通して突出するアンカーボルトに挿入さ
れ、押し込まれた重合部の上面側に当接する。アンカー
ボルトに螺着されたナットを緊締することにより重合部
は押え具とテーパ溝型敷金物間で挾持される。押え具に
はテーパ溝型敷金物のテーパ溝よりもやや小さ目の角度
のテーパ面が形成されるため、両テーパ面間のクサビ作
用により比較的小さな締め付け力により重合部は緊締さ
れる。また、押え具はテーパ面を有するだけの簡便構造
のもので、安価に実施される。更に、重合部は緊締は押
え具を重合部に押圧すべくアンカーボルト・ナットを緊
締するだけでよく、取付け工事が極めてやり易い。
The overlapping portion of the flexible sheet is pushed into the taper groove of the taper groove type metal deposit. The retainer is inserted into an anchor bolt protruding through the tapered groove type metal deposit and the overlapped portion, and abuts on the upper surface side of the pushed overlapped portion. By tightening the nut screwed to the anchor bolt, the overlapping portion is held between the retainer and the taper groove type deposit. Since the presser is formed with a taper surface having an angle slightly smaller than that of the taper groove of the taper groove type metal deposit, the overlapping portion is tightened with a relatively small tightening force due to the wedge action between both taper surfaces. Further, the pressing tool has a simple structure having only a tapered surface and can be implemented at a low cost. Further, the tightening of the overlapped portion is only required to tighten the anchor bolts and nuts so as to press the holding tool against the overlapped portion, and the installation work is extremely easy.

【0008】[0008]

【実施例】以下、本考案の一実施例を図面に基づき説明
する。図1は本実施例の固定装置の軸断面図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is an axial sectional view of the fixing device of this embodiment.

【0009】図1に示すように、固定装置1は大別して
テーパ溝型敷金物2と、押え具3およびアンカーボルト
・ナット4,5等からなる。河床6の上流側河床7およ
びそれから段下りしている下流側河床8間には下方に向
かって狭まるテーパ溝15が凹設される。テーパ溝15
内にはテーパ溝15のテーパにならうテーパ面16を有
するテーパ溝型敷金物2が嵌入固定される。テーパ溝型
敷金物2は河道に沿い紙面直角方向に伸延して配置さ
れ、その上面側の鍔部17,18は上流側河床7と下流
側河床8に沿って埋設される。一方、河床6にはアンカ
ーボルト4が埋設され、そのねじ部19はテーパ溝型敷
金物2を貫通し、上流側河床7とほぼ等しい位置までね
じ端を伸延して垂直方向に沿って配置される。
As shown in FIG. 1, the fixing device 1 is roughly divided into a taper groove type metal deposit 2, a retainer 3, anchor bolts, nuts 4 and 5, and the like. A taper groove 15 narrowing downward is provided between the upstream riverbed 7 of the riverbed 6 and the downstream riverbed 8 which descends from the upstream riverbed 7. Taper groove 15
A taper groove type metal deposit 2 having a taper surface 16 following the taper of the taper groove 15 is fitted and fixed therein. The taper groove type deposit 2 is arranged so as to extend in a direction perpendicular to the paper surface along the river, and the flange portions 17 and 18 on the upper surface side are buried along the upstream river bed 7 and the downstream river bed 8. On the other hand, the anchor bolt 4 is embedded in the river bed 6, the threaded portion 19 of the anchor bolt 4 penetrates the taper groove type deposit 2, and the screw end is extended to a position substantially equal to the upstream river bed 7 and arranged along the vertical direction. It

【0010】押え具3はテーパ溝型敷金物2の長手方向
に沿い相対向して配置される細長なブロック体からな
り、図1に示す横断面形状を有するものからなる。その
両側面には下方に向かって狭まるテーパ面20,20が
形成され、上下には平坦面22,21が形成される。ま
た、下方の平坦面21とテーパ面20との交角部には弧
状部23が形成される。また、その中央部にはアンカー
ボルト4の貫通する貫通孔24とナット5の収納される
凹部25が形成される。テーパ面20のテーパ角度はテ
ーパ溝型敷金物2のテーパ面16よりもやや小さ目に形
成される。これは、テーパ面16,20間のテーパ角度
の相違により両面間でクサビ作用を発生させるためで、
その角度差は使用される可撓性袋状堰11の大きさ,河
川の流速等を参考とし、実験的に決めることが望まし
い。
The retainer 3 is composed of elongated block bodies arranged in opposition to each other along the longitudinal direction of the taper groove type metal deposit 2, and has a cross-sectional shape shown in FIG. Tapered surfaces 20 and 20 narrowing downward are formed on both side surfaces, and flat surfaces 22 and 21 are formed on the upper and lower sides. Further, an arcuate portion 23 is formed at the intersection of the lower flat surface 21 and the tapered surface 20. Further, a through hole 24 through which the anchor bolt 4 penetrates and a recess 25 in which the nut 5 is housed are formed in the central portion thereof. The taper angle of the taper surface 20 is formed to be slightly smaller than that of the taper surface 16 of the taper groove type deposit 2. This is because the wedge action is generated between both surfaces due to the difference in taper angle between the tapered surfaces 16 and 20.
The angle difference is preferably determined experimentally with reference to the size of the flexible bag-like weir 11 used, the flow velocity of the river, and the like.

【0011】次に、以上の構造の固定装置1による可撓
性袋状堰11の重合部13の固定方法を説明する。ま
ず、可撓性袋状堰の重合部13をテーパ溝型敷金物2内
に押し込み、その先端部を上流側河床7とほぼ同一のレ
ベル位置までまわし込む。重合部13は下流側で開き、
一方の可撓性シート11aは下流側河床8の表面に沿っ
て配設され、他方の可撓性シート11aは図示のように
立上がって配設される。なお、重合部13の適宜位置に
はアンカーボルト4の貫通する貫通孔が予め穿孔されて
いる。次に、押え具3の貫通孔24をアンカーボルト4
のねじ部19に挿入しながらその下方の平坦面21を重
合部13上に当接される。なお、この状態で押え具3の
上方の平坦面22は、上流側河床7とほぼ同一のレベル
位置に配置される。ナット5をアンカーボルト4のねじ
部19に螺着し緊締することにより押え具3は重合部1
3側に押圧される。なお、ナット5は押え具3の凹部2
5内に収納され、上方の平坦面22から突出しない。
Next, a method of fixing the overlapping portion 13 of the flexible bag-like weir 11 by the fixing device 1 having the above structure will be described. First, the overlapping portion 13 of the flexible bag-like weir is pushed into the taper groove type deposit 2, and the tip portion thereof is turned to a level position substantially the same as the upstream riverbed 7. The overlapping part 13 opens on the downstream side,
One flexible sheet 11a is arranged along the surface of the downstream riverbed 8, and the other flexible sheet 11a is arranged upright as shown. In addition, a through hole through which the anchor bolt 4 penetrates is previously formed at an appropriate position of the overlapping portion 13. Next, the through hole 24 of the retainer 3 is inserted into the anchor bolt 4
While being inserted into the screw portion 19, the flat surface 21 therebelow is brought into contact with the overlapping portion 13. In this state, the flat surface 22 above the presser foot 3 is arranged at substantially the same level position as the upstream river bed 7. When the nut 5 is screwed onto the screw portion 19 of the anchor bolt 4 and tightened, the presser tool 3 is moved to the overlapping portion 1.
It is pressed to the 3 side. In addition, the nut 5 is the recess 2 of the retainer 3.
It is housed in the inside 5 and does not protrude from the upper flat surface 22.

【0012】次に、本実施例の作用を説明する。ナット
5を緊締することによりテーパ溝型敷金物2のテーパ面
16と押え具3のテーパ面20間に介在する重合部13
が締め付けられる。前記したように両テーパ面16,2
0は角度差があるため両面間でクサビ力が生じ、比較的
小さな締め付け力により重合部13は十分に緊締され
る。一方、押え具3の下方の平坦面21によりそれに当
接する重合部13も下方に押圧されるが、テーパ面1
6,20間に介在する重合部13がまず緊締されるため
重合部13の下面側とテーパ溝型敷金物2の底面との間
には若干の間隙26が生じる場合がある。しかしなが
ら、テーパ面16,20間で重合部13は十分に緊締さ
れるので特に問題はなく、緊締箇所が少ないため、かえ
って劣化,老化が防止される。更に、押え具3には弧状
部23が形成されているため、重合部13側に集中力が
作用せず円滑な締め付けが行われる。以上により、重合
部13は確実に緊締され可撓性袋状堰11の機密,水密
保持が出来ると共に、可撓性袋状堰11に作用する水圧
に十分に耐えることが出来る。
Next, the operation of this embodiment will be described. By tightening the nut 5, the overlapping portion 13 interposed between the tapered surface 16 of the taper groove type deposit 2 and the tapered surface 20 of the retainer 3
Is tightened. As described above, both tapered surfaces 16 and 2
Since 0 has a difference in angle, a wedge force is generated between both surfaces, and the overlapping portion 13 is sufficiently tightened with a relatively small tightening force. On the other hand, the lower flat surface 21 of the retainer 3 also presses the overlapping portion 13 abutting against the lower flat surface 21.
Since the overlapped portion 13 interposed between 6 and 20 is first tightened, a slight gap 26 may be formed between the lower surface side of the overlapped portion 13 and the bottom surface of the tapered groove type metal deposit 2. However, since the overlapping portion 13 is sufficiently tightened between the tapered surfaces 16 and 20, there is no particular problem, and since there are few tightening points, deterioration and aging can be prevented. Further, since the pressing member 3 is formed with the arcuate portion 23, a concentrating force does not act on the overlapping portion 13 side, and smooth tightening is performed. As described above, the overlapping portion 13 is securely tightened so that the flexible bag-like weir 11 can be kept secret and watertight, and can sufficiently withstand the water pressure acting on the flexible bag-like weir 11.

【0013】図示のように、押え具3は両側にテーパ面
20,20を形成する簡便構造のものからなり、テーパ
溝型敷金物2も図示のような単純な構造のものからな
る。また、重合部13のクランプはナット5を比較的小
さな力で緊締するだけでよい。そのため、極めて容易に
取付け工事を行うことが出来る。
As shown in the drawing, the pressing member 3 has a simple structure in which tapered surfaces 20 and 20 are formed on both sides, and the tapered groove type metal deposit 2 also has a simple structure as shown in the drawing. Further, the clamp of the overlapping portion 13 only needs to tighten the nut 5 with a relatively small force. Therefore, the installation work can be performed extremely easily.

【0014】[0014]

【考案の効果】本考案によれば、次のような効果が上げ
られる。 1)テーパ溝型敷金物と押え具間でクサビ作用を生じさ
せる構造を採用することにより、比較的小さな締め付け
力により可撓性袋状堰の重合部を確実に緊締することが
出来る。それにより、可撓性袋状堰の気密性,水密性を
保持することが出来る。 2)クサビ効果により十分のクランプ力が生ずるため、
河流の水圧により重合部に弛み等が生じない。 3)重合部の固定は、アンカーボルトに螺合するナット
と比較的小さな力で締め付けるだけでよく、極めて容易
に行われる。それにより、取付け工事時間が短縮され
る。 4)押え具はおよびテーパ溝型敷金物とも極めて簡単な
構造のものからなり、簡便,安価に実施することが出来
る。 5)重合部に局圧部が生じないため、損傷,劣化,老化
が防止される。
According to the present invention, the following effects can be obtained. 1) By adopting a structure in which a wedge action is generated between the taper groove type metal deposit and the retainer, the overlapping portion of the flexible bag-like weir can be securely tightened with a relatively small tightening force. Thereby, the airtightness and watertightness of the flexible bag-like weir can be maintained. 2) Since a sufficient clamping force is generated due to the wedge effect,
There is no slack in the overlap due to water pressure in the river. 3) The overlapping portion can be fixed only by tightening the nut screwed with the anchor bolt with a comparatively small force, and it is extremely easy to perform. This reduces the installation work time. 4) Both the retainer and the taper groove type metal deposit have an extremely simple structure, and can be implemented easily and inexpensively. 5) Since there is no local pressure part in the overlapping part, damage, deterioration and aging are prevented.

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

【図1】本考案の一実施例の軸断面図。FIG. 1 is an axial sectional view of an embodiment of the present invention.

【図2】可撓性袋状堰の構造とその固定方法を示す部分
横断面図。
FIG. 2 is a partial cross-sectional view showing a structure of a flexible bag-like weir and a fixing method thereof.

【符号の説明】[Explanation of symbols]

1 固定装置 2 テーパ溝型敷金物 3 押え具 4 アンカーボルト 5 ナット 6 河床 7 上流側河床 8 下流側河床 9 上流側 10 下流側 11 可撓性袋状堰 11a 可撓性シート 13 重合部 14 空間 15 テーパ溝 16 テーパ面 17 鍔部 18 鍔部 19 ねじ部 20 テーパ面 21 平坦面(下方) 22 平坦面(上方) 23 弧状部 24 貫通孔 25 凹部 26 間隙 DESCRIPTION OF SYMBOLS 1 Fixing device 2 Tapered groove type deposit 3 Presser tool 4 Anchor bolt 5 Nut 6 River bed 7 Upstream river bed 8 Downstream river bed 9 Upstream side 10 Downstream side 11 Flexible bag-like weir 11a Flexible sheet 13 Overlapping part 14 Space 15 taper groove 16 taper surface 17 collar portion 18 collar portion 19 screw portion 20 taper surface 21 flat surface (lower) 22 flat surface (upper) 23 arcuate portion 24 through hole 25 recessed portion 26 gap

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 可撓性シートを丸めて内部に空間を形成
すると共に前記空間を密閉保持すべくその両端を重合し
河道等を横断して設置される可撓性袋状堰の前記重合部
を河床等に固定するための固定装置であって、下方に向
かって狭まり傾斜する河床のテーパ溝に嵌入固定される
テーパ溝型敷金物と、当該テーパ溝型敷金物内に押し込
まれた前記重合部の上面側に当接し、前記テーパ溝型敷
金物との間で前記重合部を挾持する押え具と、前記河床
側に埋設固定され、前記テーパ溝型敷金物,重合部およ
び押え具を貫通しこれ等を河床側に押圧するためのアン
カーボルト・ナットを備え、前記押え具の前記重合部と
の当接部は、前記テーパ溝型敷金物のテーパよりもやや
小さ目の角度のテーパ面が形成されることを特徴とする
可撓性袋状堰の固定装置。
1. A superposed portion of a flexible bag-like weir installed by rolling a flexible sheet to form a space inside and superposing both ends of the flexible sheet so as to hermetically maintain the space and crossing a river channel. Is a fixing device for fixing to the riverbed, etc., the taper groove type metal deposit which is fitted and fixed in the taper groove of the riverbed that narrows and slopes downward, and the polymerization pushed into the taper groove type metal deposit. Part that is in contact with the upper surface side of the section and holds the overlapped part with the taper groove type deposit, and is embedded and fixed in the riverbed side, and penetrates the taper groove type deposit, the overlap part and the presser tool. Anchor bolts and nuts for pressing these to the riverbed side are provided, and the contact portion with the overlapping portion of the retainer has a taper surface with an angle slightly smaller than the taper of the taper groove type metal deposit. Fixing of flexible bag-like weir characterized by being formed apparatus.
JP4982493U 1993-08-23 1993-08-23 Fixing device for flexible bag-like weir Expired - Lifetime JPH0735855Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4982493U JPH0735855Y2 (en) 1993-08-23 1993-08-23 Fixing device for flexible bag-like weir

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4982493U JPH0735855Y2 (en) 1993-08-23 1993-08-23 Fixing device for flexible bag-like weir

Publications (2)

Publication Number Publication Date
JPH0715821U JPH0715821U (en) 1995-03-17
JPH0735855Y2 true JPH0735855Y2 (en) 1995-08-16

Family

ID=12841855

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4982493U Expired - Lifetime JPH0735855Y2 (en) 1993-08-23 1993-08-23 Fixing device for flexible bag-like weir

Country Status (1)

Country Link
JP (1) JPH0735855Y2 (en)

Also Published As

Publication number Publication date
JPH0715821U (en) 1995-03-17

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