JPS6027140Y2 - rubber dam - Google Patents

rubber dam

Info

Publication number
JPS6027140Y2
JPS6027140Y2 JP1978177612U JP17761278U JPS6027140Y2 JP S6027140 Y2 JPS6027140 Y2 JP S6027140Y2 JP 1978177612 U JP1978177612 U JP 1978177612U JP 17761278 U JP17761278 U JP 17761278U JP S6027140 Y2 JPS6027140 Y2 JP S6027140Y2
Authority
JP
Japan
Prior art keywords
rubber
salt
bias
woven fabric
weir
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
Application number
JP1978177612U
Other languages
Japanese (ja)
Other versions
JPS5592723U (en
Inventor
建夫 村松
守 栗原
Original Assignee
株式会社ブリヂストン
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 株式会社ブリヂストン filed Critical 株式会社ブリヂストン
Priority to JP1978177612U priority Critical patent/JPS6027140Y2/en
Priority to AU50641/79A priority patent/AU523045B2/en
Priority to US06/073,333 priority patent/US4299514A/en
Priority to NLAANVRAGE7906713,A priority patent/NL190529C/en
Priority to GB7931385A priority patent/GB2030624B/en
Priority to FR7922600A priority patent/FR2438714A1/en
Priority to IT25576/79A priority patent/IT1163711B/en
Priority to DE792936515A priority patent/DE2936515C2/en
Publication of JPS5592723U publication Critical patent/JPS5592723U/ja
Application granted granted Critical
Publication of JPS6027140Y2 publication Critical patent/JPS6027140Y2/en
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 この考案は農業用水を取入れるための堰、高潮時の防潮
堤たは河口での海水堰止め等に用いるゴム塩に関するも
のである。
[Detailed description of the invention] This invention relates to a rubber salt used for weirs to take in agricultural water, sea walls at high tides, seawater dams at river mouths, etc.

農業用水の取入れ、河口での海水堰止め等の水位調整用
の堰として、空気、水等の流体の出入れにより作用し、
取付作業および保守作業が容易なゴム製袋体による水位
調整堰、いわゆるゴム塩が従来より知られている。
Acts as a dam for water level adjustment, such as intake of agricultural water and seawater damming at estuaries, by allowing fluids such as air and water to enter and exit.
BACKGROUND OF THE INVENTION Water level adjustment weirs with rubber bags that are easy to install and maintain, so-called rubber salts, have been known for some time.

一般に、ゴム塩は平織布で補強されてなるゴム製の可撓
性シートを裁断し、必要は大きさに貼り合わせ、河床お
よび河岸へ気密固定してなるもので、その膨満時の状態
を第1図および第2図に示す。
In general, rubber salt is made by cutting flexible rubber sheets reinforced with plain woven fabric, pasting them together to size, and fixing them airtight to the riverbed or riverbank. Shown in FIGS. 1 and 2.

第1図は下流側から見たゴム塩Rの正面図、第2図は上
流側の斜め上方から見た斜視図である。
FIG. 1 is a front view of the rubber salt R seen from the downstream side, and FIG. 2 is a perspective view seen diagonally from above on the upstream side.

水流の方向を第2図に矢印で示す。第1図および第2図
から明らかな如く、ゴム塩Rを河岸間に展設し、膨満さ
せて堰を形成した場合、ゴム塩が河床を横切る部分と河
岸にわたる部分との間aで摺曲現象が生じる。
The direction of water flow is indicated by arrows in Figure 2. As is clear from Figures 1 and 2, when rubber salt R is spread between riverbanks and inflated to form a weir, the rubber salt R slides at a point between the part where it crosses the riverbed and the part where it spans the riverbank. A phenomenon occurs.

この現象は、ゴム塩が倒伏時において河床および河岸に
密着せねばならないという設計上の要請から避けられな
いものである。
This phenomenon is unavoidable due to the design requirement that the rubber salt must be in close contact with the riverbed and riverbank during lodging.

従来のゴム塩においては、膨満時に生ずる摺曲現象のた
め、摺曲部aの堰高が減少することになり、その結果水
の上流側から下流側への漏洩が摺曲部aで生じ、ダム本
来の目的である水流の堰止め作用が満足されない。
In conventional rubber salt, due to the sliding phenomenon that occurs during swelling, the weir height at the sliding portion a decreases, and as a result, water leaks from the upstream side to the downstream side at the sliding portion a. The original purpose of the dam, which is to block water flow, is not fulfilled.

また、この摺曲部a付近は直射日光に曝されると、ひび
割れを生じやすく、ゴム塩の破損につながる危険性があ
った。
Further, when the vicinity of the sliding portion a is exposed to direct sunlight, cracks are likely to occur, which may lead to damage to the rubber salt.

このため従来摺曲現象を出来るだけ小さくおさえるため
に、シートの裁断や河床への取りつけを改良したものは
あるが、満足のいくものは得られていないのが現状であ
る。
For this reason, in order to suppress the sliding phenomenon as much as possible, improvements have been made to the cutting of the sheet and the way it is attached to the riverbed, but at present, nothing satisfactory has been achieved.

この考案は上述した諸欠点を除去することを目的とし、
流体を封入することにより管状となる膨満部と、該膨満
部を河川等を横切るように河床に固着する取付部とから
なるゴム塩において、少なくとも前記膨満部をバイアス
織布にて補強したことを特徴とするゴム塩を提供する。
This invention aims to eliminate the above-mentioned drawbacks,
In a rubber salt consisting of a swollen part that becomes tubular by enclosing a fluid and a mounting part that fixes the swollen part to a riverbed across a river, etc., at least the swollen part is reinforced with bias woven fabric. We provide rubber salt with special characteristics.

以下図面にしたがいこの考案のゴム塩を説明する。The rubber salt of this invention will be explained below according to the drawings.

第3図において、1はこの考案のゴム塩を構成するのに
用いる帯状中空体である。
In FIG. 3, numeral 1 is a band-shaped hollow body used to construct the rubber salt of this invention.

帯状中空体1は第4図に示すように空気、水等の流体を
封入することにより管状となる膨満部1aと、その一方
側に一体的に設は長手方向に延在する取付部1bと膨満
部1aを補強するバイアス織布2とからなる。
As shown in FIG. 4, the band-shaped hollow body 1 has an expanded portion 1a that becomes tubular by filling a fluid such as air or water, and a mounting portion 1b that is integrally provided on one side of the expanded portion 1a and extends in the longitudinal direction. It consists of a bias woven fabric 2 that reinforces the swollen portion 1a.

第3図に示すような帯状中空体1を形成するには、第5
図に示すように、まず成形プレス熱定盤4上に2枚の素
材生ゴムシート3を重ね合わせてのせ、該素材生ゴムシ
ート3間でその中間域長手方向に沿って膨満部を画成す
る領域にゴム引きのバイアス織布2を介挿し、その中に
離型シート5を介在させ、また取付部1bを形成する補
正生ゴム6を適宜介した後、加圧熱盤7を下降させ、素
材生ゴムシート3を加圧熱盤7と熱定盤4との間でプレ
ス加すればよい。
In order to form the belt-shaped hollow body 1 as shown in FIG.
As shown in the figure, first, two raw raw rubber sheets 3 are placed one on top of the other on a molding press heat platen 4, and a region is defined between the raw raw rubber sheets 3 along the longitudinal direction of the intermediate region. A rubberized bias woven fabric 2 is inserted into the material, a mold release sheet 5 is interposed therein, and a corrected raw rubber 6 forming the mounting portion 1b is inserted as appropriate, and then the pressure heating plate 7 is lowered and the material raw rubber is inserted. The sheet 3 may be pressed between the pressure heating plate 7 and the heating surface plate 4.

このように膨満部1aの周囲に埋設してこれを補強する
のに用いるバイアス織布2はナイロン、テトロン等の合
成繊維よりなる平織り織布を所定のバイアス角度でカッ
トしたもの、およびタイヤの補強に通常用いるすだれコ
ードを偶数枚所望のバイアス角度で貼り合わせたもので
ある。
The bias woven fabric 2 used to be buried around the bulge 1a to reinforce it is a plain woven fabric made of synthetic fibers such as nylon or Tetron, cut at a predetermined bias angle, and tire reinforcement. This is made by pasting together an even number of blind cords, which are commonly used in the industry, at a desired bias angle.

バイアス織布2のバイアス角度については種々考えられ
るが、河岸ののり勾配によって決定されるもので54°
44′(静止角)以下の範囲内にあるのが望ましい。
There are various possible bias angles for the bias woven fabric 2, but it is determined by the slope of the river bank, and is 54°.
It is desirable that the angle is within a range of 44' (rest angle) or less.

第6図にこの考案に係る帯状中空体1をゴム堰本体とし
て河床8と河岸9に固定し、膨満部に流体を封入して膨
満させた状態を下流側から見て示す。
FIG. 6 shows a state in which the band-shaped hollow body 1 according to the present invention is fixed to a river bed 8 and a river bank 9 as a rubber weir body, and is inflated by filling the bulge with fluid, as seen from the downstream side.

ゴム堰本体を河床へ固定するには、例えば河床8にあら
かじめ埋設したアンカーボルトを帯状中空体1の取付部
1bに設けた孔に通し、当接板を介してナツトにて螺着
すればよい。
In order to fix the rubber weir body to the river bed, for example, an anchor bolt buried in the river bed 8 in advance may be passed through a hole provided in the attachment part 1b of the band-shaped hollow body 1, and then screwed with a nut through the abutment plate. .

この場合、帯状中空体1を取付部1bが上流側に位置す
るよう配置する。
In this case, the band-shaped hollow body 1 is arranged so that the mounting portion 1b is located on the upstream side.

次に、帯状中空体1の膨満部1a内に空気、水等の流体
を封入すると、膨満部1aの周囲に埋設したバイアス織
布2が収縮を開始し、その結果第6図に示すように摺曲
部aのないゴム堰が形成される。
Next, when a fluid such as air or water is sealed in the swollen part 1a of the band-shaped hollow body 1, the bias woven fabric 2 buried around the swollen part 1a starts to contract, and as a result, as shown in FIG. A rubber weir without sliding portion a is formed.

このような摺曲のないゴム堰を形成するためには、埋設
すべきバイアス織布のバイアス角度が次のようにして求
められる。
In order to form such a rubber weir without sliding, the bias angle of the bias woven fabric to be buried is determined as follows.

すなわち、摺曲の生じる原因は第6図に示すようにゴム
堰の頂部の長さLと、河床、河岸に固定される部分の長
さくl□十f2 +W)とが異なることによる。
That is, the cause of the sliding is that, as shown in FIG. 6, the length L of the top of the rubber weir is different from the length of the portion fixed to the riverbed or riverbank (l□+f2 +W).

従って、この長さの差(11+12+w) −t、を吸
収できるようバイアス角度を決定すれば摺曲が生じない
ことになる。
Therefore, if the bias angle is determined so as to absorb this length difference (11+12+w)-t, no sliding will occur.

換言すれば、のり勾配とゴム堰の高さから収縮させるべ
き長さかもとまるので、これにみあう収縮を生じさせる
バイアス角度を選べばよい。
In other words, since the length to be shrunk is determined by the slope of the slope and the height of the rubber weir, the bias angle that causes the shrunk to match this can be selected.

例えば、のり勾配α(tanα=A)のとき、バイアス
角度は約45°でよい。
For example, when the slope is α (tan α=A), the bias angle may be approximately 45°.

次にバイアス織布を用いた場合の収縮の度合いを実験例
につき述べる。
Next, the degree of shrinkage when bias woven fabric is used will be described using an experimental example.

水平方向に対し45°のバイアス角度(θ)を有するナ
イロン製バイアス織布を膨満部周囲に埋設してなる長さ
約3m、高さ約30cmの175モデルのゴム堰におい
て、第7図に示すようにほぼ中央部にて頂部の2点を含
む4点を測定点とし、その各点間の距離の膨満部内の圧
力に対する変化を測定して下表に表す結果を得た。
Figure 7 shows a 175 model rubber weir with a length of about 3 m and a height of about 30 cm, in which a nylon bias woven fabric having a bias angle (θ) of 45° with respect to the horizontal direction is buried around the bulge. Four measurement points, including the two points at the top, located approximately in the center, were used as measurement points, and changes in the distance between the points relative to the pressure within the distended portion were measured, and the results shown in the table below were obtained.

上表の結果から、膨満部の内圧を高めるにしたがい、バ
イアス角度は静止角度(50°44′)に近づいてゴム
堰の長さ方向である距離A、Bを収縮させ、高さ方向C
,Dを延ばし、高さくH)を高くすることがわかる。
From the results in the above table, as the internal pressure of the distended part increases, the bias angle approaches the rest angle (50°44'), shrinking distances A and B in the length direction of the rubber weir, and increasing the height direction C.
, D can be lengthened and height H) can be increased.

これはバイアス織布が摺曲をなくすように作用している
ことを示す。
This indicates that the bias woven fabric acts to eliminate sliding.

第3図に示すように帯状中空体1をベルト状一体プレス
成形により製造した場合、膨満部に流体を封入すると、
埋設されたバイアス織布2の作用により第4図に示す如
く舌片部1cにひだが生じる。
As shown in FIG. 3, when the belt-shaped hollow body 1 is manufactured by belt-shaped integral press molding, when a fluid is sealed in the swollen part,
Due to the effect of the buried bias woven fabric 2, folds are formed in the tongue portion 1c as shown in FIG. 4.

このひだは堰止めた水の水切に十分な効果を奏し、その
結果ゴム堰本体の振動が抑制され、騒音防止および耐久
性を向上させる。
These folds have a sufficient effect in draining the dammed water, and as a result, vibration of the rubber dam body is suppressed, noise prevention and durability are improved.

図示例では、ゴム堰本体がベルト状一体プレス成形で製
造されているので、気密性にすぐれ、任意の肉厚なもの
が容易にでき、また施工が容易で、倒伏時すみやかに扁
平形状になって何ら水流の妨げにならない等のすぐれた
利点を有しさらにバイアス織布を膨満部の周囲に容易に
介在でき、所要に応じて複数枚埋設させることも容易で
ある。
In the illustrated example, the rubber dam body is manufactured by belt-shaped integral press molding, so it has excellent airtightness, can easily be made to any thickness, and is easy to construct, and can quickly take on a flat shape when it is toppled. It has excellent advantages such as not interfering with water flow in any way, and furthermore, a bias woven fabric can be easily interposed around the bulge, and it is also easy to embed a plurality of bias woven fabrics as required.

この考案は図示例のゴム堰に限定されず、バイアス織布
にて補強されたゴム製シートを現場加工により袋体を形
成してなるゴム堰にも適用されるものである。
This invention is not limited to the illustrated rubber weir, but can also be applied to a rubber weir in which a bag body is formed by on-site processing of a rubber sheet reinforced with bias woven fabric.

この考案のコム塩においては、少なくとも流体が封入さ
れる膨満部の周囲をバイアス織布で補強することにより
、膨満部内に流体を圧送するにしたがいコム塩の長さが
収縮し、従来まで設計上避けることのできなかったコム
塩の表面の摺曲現象を完全に防止することができる。
In the comb salt of this invention, by reinforcing at least the periphery of the bulge where the fluid is sealed with bias woven fabric, the length of the comb salt shrinks as the fluid is pumped into the bulge. The unavoidable rubbing phenomenon of the surface of comb salt can be completely prevented.

従って、摺曲部における水の上流側から下流側への漏洩
およびひび割れの発生を未然に防止腰適切な堰の高さを
維持することができ、しかも耐候性の良好なゴム堰とな
り、実用上極めてすぐれたものである。
Therefore, it is possible to prevent the leakage of water from the upstream side to the downstream side at the sliding part and the occurrence of cracks, maintain an appropriate height of the weir, and create a rubber weir with good weather resistance, making it practical. It is extremely excellent.

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

第1図および第2図はそれぞれ従来のコム塩を示す正面
図および斜視図、第3図はこの考案コム塩を構成する帯
状中空体を示す斜視図、第4図は第3図の帯状中空体の
膨満部に流体を封入した状態を示す斜視図、第5図は第
3図の帯状中空体の製造工程を示す説明図、第6図はこ
の考案のコム塩を河床に設置した状態を示す下流側から
見た正面図、第7図は実験に用いたコム塩を示す正面図
である。 1・・・・・・帯状中空体、2・・・・・・バイアス織
布、3・・・・・・素材生ゴムシート、4・・・・・・
熱定盤、5・・・・・・離型シート、6・・・・・・補
正生コム、7・・・・・・加圧熱盤、8・・・・・・河
床、9・・・・・・河岸。
Figures 1 and 2 are a front view and a perspective view, respectively, of a conventional comb salt, Figure 3 is a perspective view of a belt-shaped hollow body constituting the invented comb salt, and Figure 4 is a belt-shaped hollow body of Figure 3. Fig. 5 is an explanatory diagram showing the manufacturing process of the belt-shaped hollow body shown in Fig. 3, and Fig. 6 shows the state in which the Qom salt of this invention is installed on a riverbed. FIG. 7 is a front view showing the comb salt used in the experiment. 1... Band-shaped hollow body, 2... Bias woven fabric, 3... Material raw rubber sheet, 4...
Heat surface plate, 5...Release sheet, 6...Correction raw comb, 7...Pressure heating plate, 8...River bed, 9... ····river bank.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 流体を封入することにより管状となる膨満部と、該膨満
部を河川等を横切るように河床に固着する取付部とから
なるゴム塩において、少なくとも前記膨満部をバイアス
織布にて補強したことを特徴とするゴム塩。
In a rubber salt consisting of a swollen part that becomes tubular by enclosing a fluid and a mounting part that fixes the swollen part to a riverbed across a river, etc., at least the swollen part is reinforced with bias woven fabric. Characteristic rubber salt.
JP1978177612U 1978-09-09 1978-12-22 rubber dam Expired JPS6027140Y2 (en)

Priority Applications (8)

Application Number Priority Date Filing Date Title
JP1978177612U JPS6027140Y2 (en) 1978-12-22 1978-12-22 rubber dam
AU50641/79A AU523045B2 (en) 1978-09-09 1979-09-06 Collabsible rubber dam
NLAANVRAGE7906713,A NL190529C (en) 1978-09-09 1979-09-07 Inflatable outward curvature dam.
US06/073,333 US4299514A (en) 1978-12-06 1979-09-07 Collapsible rubber dam
GB7931385A GB2030624B (en) 1978-09-09 1979-09-10 Collapsible rubber dam
FR7922600A FR2438714A1 (en) 1978-09-09 1979-09-10 Collapsible rubber dam for river banks and irrigation - formed by strip with slit and auxiliary inflatable chambers
IT25576/79A IT1163711B (en) 1978-09-09 1979-09-10 DAM IN INFLATABLE RUBBER
DE792936515A DE2936515C2 (en) 1978-09-09 1979-09-10 RECOVERABLE WEAR

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1978177612U JPS6027140Y2 (en) 1978-12-22 1978-12-22 rubber dam

Publications (2)

Publication Number Publication Date
JPS5592723U JPS5592723U (en) 1980-06-26
JPS6027140Y2 true JPS6027140Y2 (en) 1985-08-16

Family

ID=29187278

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1978177612U Expired JPS6027140Y2 (en) 1978-09-09 1978-12-22 rubber dam

Country Status (1)

Country Link
JP (1) JPS6027140Y2 (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50119430A (en) * 1974-03-05 1975-09-18
JPS516446A (en) * 1974-07-04 1976-01-20 Mitsubishi Electric Corp JIDOTOKAKI
JPS5457331A (en) * 1977-10-17 1979-05-09 Sumitomo Electric Industries Movable weir in flexible film

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50119430A (en) * 1974-03-05 1975-09-18
JPS516446A (en) * 1974-07-04 1976-01-20 Mitsubishi Electric Corp JIDOTOKAKI
JPS5457331A (en) * 1977-10-17 1979-05-09 Sumitomo Electric Industries Movable weir in flexible film

Also Published As

Publication number Publication date
JPS5592723U (en) 1980-06-26

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