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JPS6261834B2 - - Google Patents
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JPS6261834B2 - - Google Patents

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Publication number
JPS6261834B2
JPS6261834B2 JP55158571A JP15857180A JPS6261834B2 JP S6261834 B2 JPS6261834 B2 JP S6261834B2 JP 55158571 A JP55158571 A JP 55158571A JP 15857180 A JP15857180 A JP 15857180A JP S6261834 B2 JPS6261834 B2 JP S6261834B2
Authority
JP
Japan
Prior art keywords
shell
branch
branch pipes
main pipe
diameter
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
JP55158571A
Other languages
Japanese (ja)
Other versions
JPS5783784A (en
Inventor
Seiji Kanbe
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.)
FURUENGU KK
Original Assignee
FURUENGU KK
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 FURUENGU KK filed Critical FURUENGU KK
Priority to JP55158571A priority Critical patent/JPS5783784A/en
Publication of JPS5783784A publication Critical patent/JPS5783784A/en
Publication of JPS6261834B2 publication Critical patent/JPS6261834B2/ja
Granted legal-status Critical Current

Links

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  • Branch Pipes, Bends, And The Like (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

この発明は水力発電設備における高水圧管の三
分岐構造に関する。 一般に水力発電設備においては、水量、落差等
を考慮に入れて経済的理由から、構造上可能な位
置まで単条水圧鉄管で導水し、その下部で3個の
分岐管に分流させて3個の発電装置に供給するこ
とが実施されている。 そして、従来の三分岐構造は第1図に示すよう
に、主管aと3個の分岐管b1,b2,b3とはこれら
の管の軸心の延長線が球冠形殻体cの球心で平面
的に交差するように、この殻体cを介して連結さ
れ、第2図に示すようにして導水されていた。 しかしながらこのような従来の平面的な三分岐
構造には次のような欠陥がある。 (1) 平面交差であるので据付平面の幅(主管の方
向と直角をなす方向の幅)が大となる。 (2) 地中埋設の場合岩盤のゆるみ領域が大きくな
り、外部からの岩圧や水圧に対する抵抗性が低
い。 (3) 前項のため地震時荷重や初期地圧に対する補
強対策が必要となる。 (4) 据付平面幅が広いことは岩盤の異方性に遭遇
する場合が多くなり、その強度を均等化するた
めの対策を必要とする。 (5) トンネル構造の据付室において高さに比し
て、幅が大きいと岩盤のクリープ影響により分
岐管各部に大きな集中応力が発生し、破壊し易
く、安全性が低い。 (6) 3個の分岐管のうち外側の2個の分岐管は主
管に対する屈折角度が大きく、従つて水頭損失
が大きい。 この発明は上述にかんがみて、これ等の欠陥を
解消させるような三分岐構造を提供することを目
的とする。 この発明の要旨は円筒形主管の末端に球冠形殻
体が同心的に連結され、3個の分岐管がその軸心
の延長線を上記殻体の球心を通るように前記殻体
に連結される高水圧管の三分岐構造において、上
記3個の分岐管は、上記殻体の径の43%以下の径
を付与されるとともに、その軸心の延長線が相互
に形成する三つの交角は互に等しく形成されて放
射状に分岐され、且つ、主管の軸心の延長線と上
記3個の分岐管の軸心の夫々の延長線との間の交
角が互に等しく、しかもこの交角は70度以下に形
成された高水圧管の三分岐構造である。 以下、図示された実施例についてこの発明の構
成を説明する。第3図〜第6図において、円筒形
の主管1の端末部はテーパ状に拡大され、このテ
ーパ状端末部2に接するように球冠形殻体3の切
口端が連結され、従つて、主管1の軸心の延長線
Mは殻体3の球心Oを通ることとなる。4,5,
6は同径の分岐管であつてその基端は殻体3に連
通するように連結され、分岐管4の軸心の延長線
Xは球心Oを通り、かつ主管1の軸心の延長線M
の真下になるように配設され、また、分岐管5,
6の軸心の延長線Y,Zも球心Oを通りしかも、
これら3個の分岐管の軸心の延長線X,Y,Zに
よつて形成される三つの交角αは互に等しく、ま
た、主管1の軸心の延長線Mが3個の分岐管の軸
心の延長線X,Y,Zとそれぞれ形成する三つの
交角βも互に等しいように形成されている。これ
によつて、分岐管4,5,6は、主管1の軸線に
対し軸対称形に放射状に分岐形成される。 また、分岐管4,5,6の夫々の内径は、実施
例では殻体3の内径に対して約1/2.5の内径が
付与されている。この内径の設定は、先ず、所要
流量を流過させ得る断面として、分岐管の内径が
決まる。また、分岐管の直径は、分岐管をトレラ
ー輸送する場合の橋桁下4.5mの道路建築限界の
基準から、輸送限界としての最大直径値は3.4m
となる。 そして、分岐管4,5,6の交角αは、殻体3
への溶着作業等の施工限界からくる角度となる。
例えば、3個の分岐管の分岐部の中央部で、容易
に溶着作業が行える角度として交角αを60度にす
ると、直径3.4mの各分岐管4,5,6を取付け
得る殻体3の直径は8.0mとなる。この場合、殻
体3の直径に対し、各分岐管の直径は42.5%とな
り、この値以下であれば、殻体3が大きくなるこ
とを意味し、施工は容易なものとなる。 従つて、施工限界や輸送限界からみて、分岐管
4,5,6の直径は、殻体3の直径の43%以下の
値で決定される。更に、三つの交角βは殻体3の
内径と流体圧とにより決定されるものであり、実
験例では45度〜70度の範囲が、流体の真空渦現象
の防止、および流体流速によつて生ずる振動の抑
制上、並びに耐高流体圧強度上好ましい値であつ
た。7は殻体3と分岐管との連結部を補強するた
めの補剛環である。 この発明の三分岐構造においては主管1から端
末部2を経て、殻体3へ流入した圧力水は3個の
分岐管4,5,6に分流し、第7図に示すように
流下し、それぞれの端末に連結された図示しない
発電装置へ供給される。 この発明は、上述のように3個の分岐管の軸心
の延長線が球冠形殻体の球心で立体的に交差し、
その交角が互に等しく、また、主管1の軸心の延
長線も球心を通りしかも3個の分岐管の軸心の延
長とそれぞれ同じ交角で交差し、かつこの交角が
可及的最小値となるように構成したものである。
従つて、据付面の幅、すなわち、殻体に下流端側
における主管の軸心と直角をなす方向の据付け幅
は、殻体の直径を8mとした場合、従来の三分岐
構造においては14.5mとなり、この発明によれば
同一部位で8.4mとなる。このように、従来の平
面三分岐構造の場合に比して約1/2となるので、
前述の平面分岐における欠陥の(1)〜(5)項は解消さ
れる。すなわち、ダイナマイトによる掘削では、
一般には、掘削された壁面より、岩盤内に深さ3
m程度のクラツクが入り、この部分が岩盤のゆる
み傾域となる。そのため、外方よりの地圧や水圧
に対する抵抗性をもたせるため、この領域にコン
クリート補強が施され、この補強対策が据付け幅
の小さい分だけ、工事が簡素化される。 更に、据付け幅を小さくできるため、岩盤の異
方向性の力に遭遇する度合が少なくなり、また、
岩盤のクリープによる分岐管各部への影響が少な
くなつて、安全性を高めることができる。また、
主管の軸心の延長線に対して3個の分岐管の軸心
の延長がそれぞれ同一の可及的小さい角度βで屈
折しているので、前述の欠陥の(6)項は大きく改善
されて、実施例における実験による水頭損失は、
下表に示す如く、従来の三分岐構造に比して非常
に少なくなり、しかも3個の分岐管が同様な性能
を発揮した。
The present invention relates to a three-branch structure for high water pressure pipes in hydroelectric power generation equipment. In general, in hydroelectric power generation facilities, for economical reasons, taking into account water volume, head, etc., water is conveyed using a single penstock to a structurally possible location, and at the bottom of the penstock, the water is divided into three branch pipes. It is being implemented to supply power generation equipment. In the conventional three-branch structure, as shown in Fig. 1, a main pipe a and three branch pipes b 1 , b 2 , b 3 are connected to a spherical shell c with an extension line of the axes of these pipes. They were connected via this shell c so that they intersect in plane at the center of the spheres, and water was guided as shown in Figure 2. However, such a conventional planar three-branched structure has the following defects. (1) Since it is a plane intersection, the width of the installation plane (width in the direction perpendicular to the direction of the main pipe) is large. (2) When buried underground, the loose area of the bedrock becomes large, and resistance to external rock pressure and water pressure is low. (3) Due to the above, reinforcement measures against earthquake loads and initial ground pressure are required. (4) If the installation plane width is wide, anisotropy of the rock mass is more likely to be encountered, and measures are required to equalize its strength. (5) If the width of the installation room of a tunnel structure is large compared to the height, large concentrated stress will occur in each part of the branch pipe due to the influence of rock creep, making it easy to break and resulting in low safety. (6) Out of the three branch pipes, the outer two branch pipes have a large bending angle with respect to the main pipe, and therefore have a large water head loss. In view of the above, it is an object of the present invention to provide a three-branched structure that eliminates these defects. The gist of this invention is that a spherical shell is concentrically connected to the end of a cylindrical main pipe, and three branch pipes are connected to the shell so that the extension line of the axis passes through the spherical center of the shell. In the three-branch structure of connected high water pressure pipes, the three branch pipes are given a diameter of 43% or less of the diameter of the shell, and the extension lines of their axes form three The intersecting angles are equal to each other and are branched radially, and the intersecting angles between the extension line of the axis of the main pipe and the extension lines of each of the axes of the three branch pipes are equal to each other, and is a three-branch structure of high water pressure pipes formed at an angle of 70 degrees or less. Hereinafter, the configuration of the present invention will be explained with reference to the illustrated embodiments. 3 to 6, the end portion of the cylindrical main pipe 1 is expanded into a tapered shape, and the cut end of the spherical shell 3 is connected so as to be in contact with this tapered end portion 2. Therefore, An extension line M of the axis of the main pipe 1 passes through the spherical center O of the shell body 3. 4,5,
Reference numeral 6 denotes a branch pipe of the same diameter, the proximal end of which is connected to communicate with the shell 3, and the extension line X of the axis of the branch pipe 4 passes through the spherical center O and is an extension of the axis of the main pipe 1. Line M
The branch pipe 5,
The extension lines Y and Z of the axis 6 also pass through the ball center O, and
The three intersection angles α formed by the extension lines X, Y, and Z of the axes of these three branch pipes are mutually equal, and the extension line M of the axis of the main pipe 1 is the extension line of the axis of the three branch pipes. The three intersecting angles β formed with the extension lines X, Y, and Z of the axis are also equal to each other. As a result, the branch pipes 4, 5, and 6 are radially branched in an axially symmetrical manner with respect to the axis of the main pipe 1. Further, the inner diameter of each of the branch pipes 4, 5, and 6 is approximately 1/2.5 of the inner diameter of the shell body 3 in the embodiment. In setting this inner diameter, first, the inner diameter of the branch pipe is determined as a cross section through which the required flow rate can flow. In addition, the diameter of the branch pipe is based on the road construction limit standard of 4.5 m below the bridge girder when transporting the branch pipe on a trailer, and the maximum diameter value as the transport limit is 3.4 m.
becomes. The intersection angle α of the branch pipes 4, 5, and 6 is
This angle comes from the construction limits of welding work, etc.
For example, if the intersection angle α is set to 60 degrees at the center of the branch part of three branch pipes, which is an angle that allows easy welding work, the shell body 3 to which each branch pipe 4, 5, and 6 with a diameter of 3.4 m can be attached is The diameter will be 8.0m. In this case, the diameter of each branch pipe is 42.5% of the diameter of the shell 3, and if it is less than this value, it means that the shell 3 will be larger, and construction will be easier. Therefore, in view of construction limits and transportation limits, the diameters of the branch pipes 4, 5, and 6 are determined to be 43% or less of the diameter of the shell body 3. Furthermore, the three intersection angles β are determined by the inner diameter of the shell 3 and the fluid pressure, and in the experimental example, the range of 45 degrees to 70 degrees is determined by the prevention of the vacuum vortex phenomenon of the fluid and the fluid flow rate. This value was preferable in terms of suppressing vibrations that occur and in terms of high fluid pressure resistance. 7 is a stiffening ring for reinforcing the connection between the shell 3 and the branch pipe. In the three-branch structure of the present invention, the pressure water that flows from the main pipe 1 to the shell body 3 via the terminal part 2 is divided into three branch pipes 4, 5, and 6, and flows down as shown in FIG. The power is supplied to a power generation device (not shown) connected to each terminal. In this invention, as described above, the extension lines of the axes of the three branch pipes three-dimensionally intersect at the spherical center of the spherical crown-shaped shell,
Their intersecting angles are equal to each other, and the extension line of the axis of the main pipe 1 also passes through the center of the sphere and intersects with the extensions of the axes of the three branch pipes at the same angle, and this intersection angle is the minimum possible value. It is configured so that
Therefore, the width of the installation surface, that is, the installation width in the direction perpendicular to the axis of the main pipe at the downstream end of the shell, is 14.5 m in the conventional three-branch structure when the diameter of the shell is 8 m. According to this invention, the length is 8.4 m at the same location. In this way, it is about 1/2 that of the conventional planar three-branch structure, so
The defects (1) to (5) in the planar branch described above are eliminated. In other words, in drilling with dynamite,
In general, a depth of 3
A crack of approximately 1.5 m is created, and this area becomes an area where the rock is loosened and tilted. Therefore, concrete reinforcement is applied to this area in order to provide resistance to earth pressure and water pressure from the outside, and this reinforcement measure simplifies the construction work as the installation width is small. Furthermore, since the installation width can be made smaller, the degree of encountering directional forces from the rock mass is reduced, and
The influence of rock creep on each part of the branch pipe is reduced, improving safety. Also,
Since the extensions of the axes of the three branch pipes are bent at the same angle β as small as possible with respect to the extension of the main pipe's axis, the defect (6) mentioned above has been greatly improved. , the experimental head loss in the example is:
As shown in the table below, the amount was significantly reduced compared to the conventional three-branch structure, and the three branch pipes exhibited similar performance.

【表】 この水頭損失の差が1.5mであることにより、
例えば、100万Kwの発電設備で、落差400mにお
ける経済効果を試算すると、3750Kw相当のエネ
ルギー源が得られることになる。また、流体の真
空渦現象および流体流速により生ずる振動が抑制
されて、高流体圧に対し高い強度を発揮するとと
もに、3個の分岐管のうちいづれの1個を閉鎖し
ても他の2個の分岐管には同様の状態で水が分流
し同一作用をする効果がある。
[Table] Since the difference in head loss is 1.5m,
For example, if we calculate the economic effect of a 1 million Kw power generation facility at a head height of 400 m, we will obtain an energy source equivalent to 3,750 Kw. In addition, vibrations caused by the vacuum vortex phenomenon of fluid and fluid flow velocity are suppressed, and it exhibits high strength against high fluid pressure. Even if one of the three branch pipes is closed, the other two The branch pipe has the effect of dividing water under similar conditions and having the same effect.

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

第1図は従来技術の三分岐構造を示す平面図、
第2図は従来技術の三分岐構造を使用した配管状
況を示す説明斜視図、第3図〜第7図はこの発明
の実施例を示し、第3図は側面図、第4図は第3
図におけるP矢視平面図、第5図第3図における
Q矢視正面図、第6図は主管及び、分岐管の軸心
の延長線相互の関係を示す斜視図第7図はこの発
明の三分岐構造を使用した配管状態を示す説明斜
視図である。 1……主管、3……殻体、4,5,6……分岐
管、M……主管の軸心の延長線、X,Y,Z……
分岐管4,5,6の軸心の延長線、O……球心。
FIG. 1 is a plan view showing a conventional three-branch structure;
FIG. 2 is an explanatory perspective view showing a piping situation using a conventional three-branch structure, FIGS. 3 to 7 show an embodiment of the present invention, FIG. 3 is a side view, and FIG.
FIG. 5 is a front view as viewed from the Q arrow in FIG. FIG. 2 is an explanatory perspective view showing a piping state using a three-branch structure. 1... Main pipe, 3... Shell body, 4, 5, 6... Branch pipe, M... Extension line of the axis of the main pipe, X, Y, Z...
An extension of the axes of the branch pipes 4, 5, and 6, O...center of the ball.

Claims (1)

【特許請求の範囲】 1 円筒形主管の末端に球冠形殻体が同心的に連
結され、3個の分岐管がその軸心の延長線を前記
殻体の球心を通るように前記殻体に連結される高
水圧管の三分岐構造において、 前記3個の分岐管は、前記殻体の径の43%以下
の径を付与されるとともに、その軸心の延長線が
相互に形成する三つの交角は互に等しく形成され
て放射状に分岐され、且つ、主管の軸心の延長線
と前記3個の分岐管の軸心の夫々の延長線との間
の交角が互に等しく、しかもこの交角は70度以下
に形成されたことを特徴とする高水圧管の三分岐
構造。
[Scope of Claims] 1. A spherical shell is concentrically connected to the end of a cylindrical main pipe, and the three branch pipes connect the shell so that an extension of the axis passes through the spherical center of the shell. In the three-branch structure of the high water pressure pipe connected to the shell, the three branch pipes are given a diameter of 43% or less of the diameter of the shell, and the extension lines of their axes form each other. The three intersecting angles are equal to each other and are branched radially, and the intersecting angles between the extension line of the axis of the main pipe and the extension line of each of the axes of the three branch pipes are equal to each other, and The three-branch structure of the high water pressure pipe is characterized by the intersection angle being less than 70 degrees.
JP55158571A 1980-11-11 1980-11-11 Three branching structure of high hydraulic pressure tube Granted JPS5783784A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP55158571A JPS5783784A (en) 1980-11-11 1980-11-11 Three branching structure of high hydraulic pressure tube

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP55158571A JPS5783784A (en) 1980-11-11 1980-11-11 Three branching structure of high hydraulic pressure tube

Publications (2)

Publication Number Publication Date
JPS5783784A JPS5783784A (en) 1982-05-25
JPS6261834B2 true JPS6261834B2 (en) 1987-12-23

Family

ID=15674592

Family Applications (1)

Application Number Title Priority Date Filing Date
JP55158571A Granted JPS5783784A (en) 1980-11-11 1980-11-11 Three branching structure of high hydraulic pressure tube

Country Status (1)

Country Link
JP (1) JPS5783784A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0196943U (en) * 1987-12-17 1989-06-28
JPH0321760A (en) * 1989-06-16 1991-01-30 Chiyuuo:Kk Tile and tile fixture and its setting method
JPH0589674U (en) * 1991-12-27 1993-12-07 日本高圧電気株式会社 Mounting structure for ceramic decorative wall boards

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012095434A (en) 2010-10-26 2012-05-17 Sumitomo Wiring Syst Ltd Band clip

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5134968A (en) * 1974-09-20 1976-03-25 Toray Industries

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0196943U (en) * 1987-12-17 1989-06-28
JPH0321760A (en) * 1989-06-16 1991-01-30 Chiyuuo:Kk Tile and tile fixture and its setting method
JPH0589674U (en) * 1991-12-27 1993-12-07 日本高圧電気株式会社 Mounting structure for ceramic decorative wall boards

Also Published As

Publication number Publication date
JPS5783784A (en) 1982-05-25

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