JP2000104238A - Fixing structure for roof weir made of flexible film - Google Patents

Fixing structure for roof weir made of flexible film

Info

Publication number
JP2000104238A
JP2000104238A JP10277125A JP27712598A JP2000104238A JP 2000104238 A JP2000104238 A JP 2000104238A JP 10277125 A JP10277125 A JP 10277125A JP 27712598 A JP27712598 A JP 27712598A JP 2000104238 A JP2000104238 A JP 2000104238A
Authority
JP
Japan
Prior art keywords
flexible membrane
anchor bolt
fixing structure
flexible film
ridges
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP10277125A
Other languages
Japanese (ja)
Inventor
Tadao Ogawa
忠雄 小川
Takashi Niwa
尚 丹羽
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.)
Kurimoto Ltd
Original Assignee
Kurimoto Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kurimoto Ltd filed Critical Kurimoto Ltd
Priority to JP10277125A priority Critical patent/JP2000104238A/en
Publication of JP2000104238A publication Critical patent/JP2000104238A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To improve water tightness in a fixing part of a roof weir made of a flexible film. SOLUTION: A plurality of projections opposed to each other are arranged on a receiving metal fitting 6 and a pressure metal fitting 7 to which an anchor bolt 9 is penetrated, and which are fixed to a riber bed by a fastening nut 15, and an overlapping part of a flexible film 1 is narrowly pressed by those projections 16. A lot of the projections 16 are arranged to a downstream side from an upstream side of the anchor bolt 9 to push the flexible film 1 against tensile force acted on the flexible film 1 at the downstream side of the anchor bolt 9.

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】この発明は、河川を横断して
敷設され、空気、水等の流体の給排により起伏して放流
量を調節する可撓膜製起伏堰の河床への固定構造に関す
るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure for fixing a flexible membrane undulating weir, which is laid across a river, undulates by supplying and discharging a fluid such as air or water to adjust a discharge rate, to a riverbed. Things.

【0002】[0002]

【従来の技術】この種の起伏堰を河床へ固定するには、
図4に示すように、可撓膜20の両端部を重ね合わせて
上流側へ向け、河川幅方向の受け金具21と押え金具2
2とで挟み、これらを貫通するアンカーボルト23に締
付用ナット24をねじ込む。
2. Description of the Related Art In order to fix this kind of undulating weir to a riverbed,
As shown in FIG. 4, both ends of the flexible film 20 are overlapped and directed to the upstream side, and the receiving metal 21 and the holding metal 2 in the river width direction are provided.
2 and a fastening nut 24 is screwed into an anchor bolt 23 passing therethrough.

【0003】この図の例では、受け金具21の上面に突
条25が、押え金具22の下面に溝26がそれぞれ対向
するようにアンカーボルト23の貫通部を挟んで1本ず
つ設けられ、これらに沿って可撓膜20の重合部を褶曲
させることにより水密性を高めている。
In the example shown in FIG. 1, a ridge 25 is provided on the upper surface of the receiving member 21 and one ridge 25 is provided on the lower surface of the holding member 22 with the groove 26 facing each other with the penetrating portion of the anchor bolt 23 interposed therebetween. The watertightness is enhanced by folding the overlapping portion of the flexible film 20 along the line.

【0004】[0004]

【発明が解決しようとする課題】ところで、大規模な起
伏堰では、可撓膜を河川幅方向に繋ぎ合わせて製作して
いるが、このような可撓膜は厚さが不均一であり、上記
のような固定構造では、可撓膜の繋合部付近に隙間がで
き、水漏れが起こることがある。
By the way, in the case of a large-scale undulating weir, flexible membranes are connected in the river width direction, but such flexible membranes are not uniform in thickness. In the fixing structure as described above, a gap may be formed near the joint of the flexible membrane, and water leakage may occur.

【0005】そこで、この発明は、水密性に優れた可撓
膜製起伏堰の固定構造を提供することを課題とする。
Accordingly, an object of the present invention is to provide a fixing structure for a flexible membrane undulation weir having excellent watertightness.

【0006】[0006]

【課題を解決するための手段】上記課題を解決するた
め、この発明は、アンカーボルトが貫通して締付用ナッ
トで河床に固定される受け金具と押え金具とに、対向す
る複数本の突条を設け、これらの突条で可撓膜の重合部
を挟圧するようにしたのである。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, the present invention relates to a plurality of projections opposed to a receiving metal fitting and a holding metal fitting to which an anchor bolt penetrates and is fixed to a riverbed with a fastening nut. The ridges are provided, and these overlapping ridges press the overlapping portion of the flexible membrane.

【0007】この突条を、アンカーボルトの上流側より
も下流側に多数本配列すると、アンカーボルトの下流側
で可撓膜に作用する引張力に対抗して、バランスよく可
撓膜を押さえることができる。
By arranging a large number of the ridges on the downstream side of the upstream side of the anchor bolts, the flexible membranes can be pressed against the tensile force acting on the flexible membrane on the downstream side of the anchor bolts in a well-balanced manner. Can be.

【0008】また、アンカーボルトにレベル調整用ナッ
トをねじ込み、このナットと前記受け金具との間にシー
ルワッシャ、止水金具及びパッキンを順次介在させ、ま
た前記押え金具と締付用ナットとの間にシールワッシャ
を介在させると、水密性はさらに向上する。
Further, a level adjusting nut is screwed into the anchor bolt, a seal washer, a water stopping metal, and a packing are sequentially interposed between the nut and the receiving metal, and a gap between the holding metal and the tightening nut is provided. When a seal washer is interposed in the seal, the watertightness is further improved.

【0009】さらに、前記押え金具の上面に、締付用ナ
ットの上流側及び下流側に位置し、締付用ナットより背
が高い突起を設けると、流石等の衝突による締付ナット
やアンカーボルトの損傷が防止される。
[0009] Further, if projections which are located on the upper surface of the presser fitting on the upstream side and the downstream side of the tightening nut and are taller than the tightening nut are provided, the tightening nut or the anchor bolt due to the collision of a rock or the like can be provided. Damage is prevented.

【0010】[0010]

【発明の実施の形態】図1及び図2に示すように、この
起伏堰Aは、布地にゴムを含浸させた長尺の可撓膜1を
二つ折りにし、その両端部を重ね合わせて上流側へ向
け、固定具2で挟むことにより袋状に形成され、コンク
リートが打設された河床3及び両岸法面4に密着するよ
うに敷設されている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS As shown in FIGS. 1 and 2, an undulating weir A is obtained by folding a long flexible membrane 1 in which a cloth is impregnated with rubber, and overlapping both ends thereof to form an upstream. It is formed in a bag shape by being sandwiched by the fixture 2 toward the side, and is laid so as to be in close contact with the riverbed 3 on which the concrete has been poured and the bank slope 4.

【0011】起伏堰Aの一端には、給排気管5を介して
送風機Bが接続され、送風機Bの運転及びバルブ(図示
省略)の操作により、起伏堰A内の空気圧を増減させる
と、起伏堰Aが起伏して、河川の放流量が調整される。
A blower B is connected to one end of the up-and-down weir A through a supply / exhaust pipe 5. When the air pressure in the up-and-down weir A is increased or decreased by operating the blower B and operating a valve (not shown), The weir A is raised and lowered, and the discharge rate of the river is adjusted.

【0012】固定具2は、受け金具6と押え金具7とか
ら成り、図3に示すような構造で河床3に固定されてい
る。その固定に際しては、まず、河床3に基礎台8を固
設し、この基礎台8にアンカーボルト9を固定する。そ
して、アンカーボルト9にレベル調整用ナット10をね
じ込み、レベル調整後、アンカーボルト9にシールワッ
シャ11、止水金具12及びパッキン13を順次嵌め、
さらに受け金具6を嵌めてコンクリートを打設し、受け
金具6を河床3に固定する。その後、アンカーボルト9
に可撓膜1の両端部を重ね合わせて嵌め、その上に押え
金具7を重ね、押え金具7から上方に突出したアンカー
ボルト9にシールワッシャ14を嵌め、締付用ナット1
5を所定のトルクでねじ込む。
The fixing device 2 includes a receiving metal member 6 and a holding metal member 7, and is fixed to the riverbed 3 with a structure as shown in FIG. At the time of fixing, first, a base 8 is fixedly provided on the riverbed 3, and an anchor bolt 9 is fixed to the base 8. Then, a level adjusting nut 10 is screwed into the anchor bolt 9, and after adjusting the level, a seal washer 11, a water stop fitting 12 and a packing 13 are sequentially fitted to the anchor bolt 9,
Furthermore, the receiving fitting 6 is fitted and concrete is cast, and the receiving fitting 6 is fixed to the riverbed 3. Then, anchor bolt 9
The flexible membrane 1 is overlapped on both ends thereof, and a holding member 7 is placed thereon. A seal washer 14 is fitted on an anchor bolt 9 protruding upward from the holding member 7, and the tightening nut 1
5 is screwed in with a predetermined torque.

【0013】受け金具6と押え金具7には、アンカーボ
ルト9の上流側に1本、下流側に2本の対向する突条1
6が設けられている。これらの突条16で可撓膜1の重
合部を挟圧することにより、可撓膜1の厚さが不均一で
あっても、確実な水密性が得られるほか、このように突
条16を配列したことにより、アンカーボルト9の下流
側で可撓膜1に作用する引張力に対抗して、バランスよ
く可撓膜1を押さえることができ、起伏堰Aからの空気
漏れも防止される。
Each of the receiving metal 6 and the holding metal 7 has two opposing ridges 1 on the upstream side of the anchor bolt 9 and two on the downstream side.
6 are provided. By pressing the overlapping portion of the flexible film 1 with these ridges 16, even if the thickness of the flexible film 1 is not uniform, a reliable watertightness can be obtained. With the arrangement, the flexible membrane 1 can be pressed in a well-balanced manner against the tensile force acting on the flexible membrane 1 on the downstream side of the anchor bolt 9, and air leakage from the weir A can be prevented.

【0014】また、河床3と受け金具6との隙間から浸
出した水は、止水金具12と河床3のコンクリートとの
密着により漏れ止めされ、確実に止水される。
Further, the water leached from the gap between the riverbed 3 and the receiving fitting 6 is prevented from leaking due to the close contact between the water stopping fitting 12 and the concrete of the riverbed 3, and the water is reliably stopped.

【0015】そのほか、押え金具7の上面には、締付用
ナット15の上流側及び下流側に位置し、締付用ナット
15より背が高い突起17が設けられており、流石等の
衝突による締付用ナット15やアンカーボルト9の損傷
が防止される。
In addition, on the upper surface of the presser fitting 7, there are provided projections 17 located upstream and downstream of the fastening nut 15 and taller than the fastening nut 15. Damage to the fastening nut 15 and the anchor bolt 9 is prevented.

【0016】[0016]

【発明の効果】以上説明したように、この発明は、アン
カーボルトが貫通して締付用ナットで河床に固定される
受け金具と押え金具とに、対向する複数本の突条を設
け、これらの突条で可撓膜の重合部を挟圧するようにし
たので、可撓膜は確実にシールされて固定され、水漏れ
が防止される。
As described above, according to the present invention, a plurality of opposed ridges are provided on a receiving metal fitting and a holding metal fitting to which an anchor bolt penetrates and are fixed to a riverbed with a fastening nut. Since the overlapping portion of the flexible film is pressed by the ridge, the flexible film is securely sealed and fixed, thereby preventing water leakage.

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

【図1】可撓膜製起伏堰の正面図FIG. 1 is a front view of an undulating weir made of a flexible membrane.

【図2】図1のII−II線に沿った断面図FIG. 2 is a sectional view taken along the line II-II of FIG.

【図3】実施形態の固定構造の拡大縦断側面図FIG. 3 is an enlarged vertical sectional side view of a fixing structure according to the embodiment.

【図4】従来の固定構造の拡大縦断側面図FIG. 4 is an enlarged vertical sectional side view of a conventional fixing structure.

【符号の説明】 A 起伏堰 B 送風機 1 可撓膜 2 固定具 3 河床 4 法面 5 給排気管 6 受け金具 7 押え金具 8 基礎台 9 アンカーボルト 10 レベル調整用ナット 11 シールワッシャ 12 止水金具 13 パッキン 14 シールワッシャ 15 締付用ナット 16 突条 17 突起[Description of Signs] A Undulating Weir B Blower 1 Flexible Membrane 2 Fixture 3 Riverbed 4 Slope 5 Supply / Exhaust Pipe 6 Receiving Bracket 7 Holding Bracket 8 Foundation Base 9 Anchor Bolt 10 Nut for Level Adjustment 11 Seal Washer 12 Water Stop Bracket 13 Packing 14 Seal washer 15 Tightening nut 16 Protrusion 17 Projection

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 可撓膜を二つ折りにし、その両端部を重
ね合わせて上流側へ向け、河川幅方向の受け金具と押え
金具とで挟み、これらを貫通するアンカーボルトに締付
用ナットをねじ込んで河床に固定する可撓膜製起伏堰の
固定構造において、前記受け金具と押え金具とに、対向
する複数本の突条を設け、これらの突条で可撓膜の重合
部を挟圧するようにしたことを特徴とする可撓膜製起伏
堰の固定構造。
1. A flexible membrane is folded in two, its both ends are overlapped and directed toward the upstream side, sandwiched between a receiving member and a holding member in a river width direction, and a fastening nut is attached to an anchor bolt passing therethrough. In the fixing structure of the flexible membrane up / down weir that is screwed in and fixed to the riverbed, a plurality of opposed ridges are provided on the receiving metal fitting and the holding metal fitting, and the overlapping portion of the flexible membrane is pressed by these ridges. A fixing structure for a flexible membrane undulation weir characterized by the above.
【請求項2】 前記突条を、アンカーボルトの上流側よ
りも下流側に多数本配列したことを特徴とする請求項1
に記載の可撓膜製起伏堰の固定構造。
2. A plurality of the ridges are arranged on a downstream side of an upstream side of an anchor bolt.
3. The fixing structure for a flexible membrane undulation weir according to item 1.
【請求項3】 前記アンカーボルトにレベル調整用ナッ
トをねじ込み、このナットと前記受け金具との間にシー
ルワッシャ、止水金具及びパッキンを順次介在させ、ま
た前記押え金具と締付用ナットとの間にシールワッシャ
を介在させたことを特徴とする請求項1又は2に記載の
可撓膜製起伏堰の固定構造。
3. A level adjusting nut is screwed into the anchor bolt, a seal washer, a water stop metal, and a packing are sequentially interposed between the nut and the receiving metal. 3. The fixing structure for a flexible membrane undulation weir according to claim 1, wherein a seal washer is interposed between the ridges.
【請求項4】 前記押え金具の上面に、締付用ナットの
上流側及び下流側に位置し、締付用ナットより背が高い
突起を設けたことを特徴とする請求項1乃至3のいずれ
かに記載の可撓膜製起伏堰の固定構造。
4. The fixing device according to claim 1, further comprising projections located on the upper surface of the holding member, located on the upstream side and the downstream side of the tightening nut and taller than the tightening nut. A fixing structure of a flexible membrane undulation weir according to any one of the above.
JP10277125A 1998-09-30 1998-09-30 Fixing structure for roof weir made of flexible film Pending JP2000104238A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10277125A JP2000104238A (en) 1998-09-30 1998-09-30 Fixing structure for roof weir made of flexible film

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10277125A JP2000104238A (en) 1998-09-30 1998-09-30 Fixing structure for roof weir made of flexible film

Publications (1)

Publication Number Publication Date
JP2000104238A true JP2000104238A (en) 2000-04-11

Family

ID=17579150

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10277125A Pending JP2000104238A (en) 1998-09-30 1998-09-30 Fixing structure for roof weir made of flexible film

Country Status (1)

Country Link
JP (1) JP2000104238A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012140840A (en) * 2010-12-14 2012-07-26 Marsima Aqua System Corp Flap gate
JP2020026617A (en) * 2018-08-09 2020-02-20 日立造船株式会社 Derricking gate and watertight construction of derricking gate

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012140840A (en) * 2010-12-14 2012-07-26 Marsima Aqua System Corp Flap gate
JP2020026617A (en) * 2018-08-09 2020-02-20 日立造船株式会社 Derricking gate and watertight construction of derricking gate
JP7023810B2 (en) 2018-08-09 2022-02-22 日立造船株式会社 Ups and downs gate and watertight structure of ups and downs gate

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