JPS6233804Y2 - - Google Patents
Info
- Publication number
- JPS6233804Y2 JPS6233804Y2 JP1982045653U JP4565382U JPS6233804Y2 JP S6233804 Y2 JPS6233804 Y2 JP S6233804Y2 JP 1982045653 U JP1982045653 U JP 1982045653U JP 4565382 U JP4565382 U JP 4565382U JP S6233804 Y2 JPS6233804 Y2 JP S6233804Y2
- Authority
- JP
- Japan
- Prior art keywords
- waterway
- vertical
- bottom plate
- staircase
- water
- 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
Links
- 230000001174 ascending effect Effects 0.000 claims description 4
- 238000005192 partition Methods 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 15
- 238000010276 construction Methods 0.000 description 4
- 239000004567 concrete Substances 0.000 description 2
- 235000019645 odor Nutrition 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000003028 elevating effect Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Landscapes
- Sewage (AREA)
Description
【考案の詳細な説明】
高落差の立型水路において、上流水路より落下
する流水に対して、水勢を減じて水路の保全を目
的として考案した、立型水路構成ブロツクに関す
るものである。[Detailed description of the invention] This invention relates to a vertical waterway constituting block devised for the purpose of preserving the waterway by reducing the force of water falling from the upstream waterway in a vertical waterway with a high head.
高落差における立型水路は、第４図ａ，ｂに示
すような場所打コンクリートにより階段状にする
か、又は底部に溜桝を設けて水クツシヨンにより
水勢を減じて、下流に流出するのが一般的である
が、この方法では場所打コンクリートのため、狭
い場所での型枠組立取り外し等、又それなりの大
きさの掘削を必要とし、作業手間が著るしくかか
る。又前記階段状にした場合は大きな階段室を必
要とするために、ぼう大な工事費がかかり、又水
クツシヨンによる立型水路は水勢を減じる効果が
少なく、高所から落下する流水の雑音を発すると
共に、汚泥水を掻き混ぜて悪臭を発散させて公害
問題になる等の欠点がある。 Vertical waterways with high heads can be made into a step-like structure using cast-in-place concrete as shown in Figure 4 a and b, or a basin can be installed at the bottom to reduce the water force with a water cushion to allow the water to flow downstream. Although this method is common, since it uses concrete cast in place, it requires assembly and removal of formwork in a narrow space, as well as a certain amount of excavation, which is extremely time consuming. In addition, if the staircase is made as described above, a large staircase is required, which incurs a huge construction cost, and a vertical waterway with a water cushion has little effect in reducing the water force, and reduces the noise of running water falling from a high place. It also has drawbacks such as stirring the sludge water and emitting bad odors, causing pollution problems.
本考案は、このような欠点をなくして、経済的
かつ安全で容易に作業ができるように、プレキヤ
ストコンクリートにより、角形又は円形にした筒
状の立型水路構成ブロツクにして、その構成を図
面の実施例について説明すれば、第１図乃至第３
図において、１は本考案の立型水路構成ブロツク
にして、水路部分３と階段部分４を隔壁２により
二分して仕切つてある。次に水路部分３の下部開
口部５を半面となし、矢印のように落下する流水
を底版６にて一旦受け止めて、水勢を減じながら
流下するように構成してある。次に階段部分４に
は水路部分３の底版６に対応する位置に維持管理
用の昇降階段７を設けてある。 In order to eliminate these drawbacks and make the work economical, safe, and easy, the present invention uses precast concrete to create a square or circular cylindrical vertical waterway construction block, and its configuration is shown in the drawings. 1 to 3.
In the figure, reference numeral 1 denotes a vertical waterway constituting block of the present invention, in which a waterway portion 3 and a stairway portion 4 are divided into two by a partition wall 2. Next, the lower opening 5 of the water channel portion 3 is made into a half surface, and the water flowing down as shown by the arrow is once caught by the bottom plate 6 and is configured to flow down while reducing the force of the water. Next, the staircase section 4 is provided with an ascending/descending staircase 7 for maintenance and management at a position corresponding to the bottom plate 6 of the waterway section 3.
以上のように構成した立型水路構成ブロツク１
を積み上げ組み立てて構築するのであるが、先づ
下部水路８と立型水路３を取付管９により接続
し、その取付管９の上部に本考案の立型水路構成
ブロツク１を据え付け固定して順次積み上げて組
み立てるのであるがＡ，Ｂ，Ｃ，Ｄ……Ｎの立型
水路構成ブロツク１は、その単体毎に水平に90度
づつ左回転させて積み上げて組み立てるのであ
る。この場合その単体毎の継手部１０は互いに嵌
合する凹凸を設けて嵌め込むか、又は接着剤を用
いて接着する。こうすることにより立型水路構成
ブロツク１内の流水は、その単体毎に底版６に落
下し、水勢を減じながら回り階段状に流水落下す
るのである。又昇降階段７も自ら接続されて回り
階段となる。次にこの立型水路構成ブロツク１を
組み上げて上部水路１１と接続するのであるが、
最初の底版に流下落下するような部分の壁に孔を
開けて接続する。次に立型水路構成ブロツク１の
上部には人孔床版１２を構成して管理者その他の
者の出入ができるように蓋１３付きのマンフオー
ル１４を据え付け固定して地上と昇降階段７を連
絡させる。次に地上と平行になるまで土砂１５を
埋め戻すのである。 Vertical waterway configuration block 1 configured as above
First, the lower waterway 8 and the vertical waterway 3 are connected by a mounting pipe 9, and the vertical waterway constituting block 1 of the present invention is installed and fixed on the upper part of the mounting pipe 9. They are assembled by stacking them up, and the vertical waterway constituting blocks 1 of A, B, C, D...N are stacked and assembled by rotating each unit horizontally by 90 degrees to the left. In this case, the individual joint parts 10 are either provided with recesses and recesses that fit into each other and are fitted into each other, or are bonded together using an adhesive. By doing this, the running water in the vertical waterway constituting block 1 falls individually onto the bottom plate 6, and falls in a circular staircase shape while reducing the water force. In addition, the ascending/descending staircase 7 is also connected to itself and becomes a rotating staircase. Next, this vertical waterway constituting block 1 is assembled and connected to the upper waterway 11.
Drill a hole in the wall of the part where the flow falls to the first bottom plate and connect it. Next, a manhole floor slab 12 is formed on the top of the vertical waterway component block 1, and a manhole 14 with a lid 13 is installed and fixed to allow access for managers and other persons, and connects the ground and the ascending/descending stairs 7. let Next, the soil 15 is backfilled until it is parallel to the ground.
以上のように構成した本考案の立型水路構成ブ
ロツクによれば、流水は単体毎に底版に落下して
回り階段上に流下するので、流水の雑音も少なく
水勢を減じたために悪臭でもないので公害問題に
もならず作業も簡単で経済的である等の効果特徴
がある。 According to the vertical waterway construction block of the present invention constructed as described above, the running water falls individually onto the bottom plate and flows around and down the stairs, so there is no noise from the running water and there is no bad odor because the water force is reduced. It has the advantageous characteristics that it does not cause pollution problems and is easy and economical to work with.
第１図は本考案の立型水路構成ブロツクを単体
毎に90度回転して組み立てる態様を示す平面図第
２図は同じく組み立てた態様を示す側面図第３図
は本考案の立型水路構成ブロツクの組み立て方斜
視図、第４図ａ，ｂは従来工法の側面図である。
１……立型水路構成ブロツク、２……隔壁、３
……水路部分、４……階段部分、５……下部開口
部、６……底版、７……昇降階段、８……下部水
路、９……取付管、１０……継手部、１１……上
部水路、１２……人孔床版、１３……マンフオー
ル蓋、１４……マンフオール、１５……土砂。
Fig. 1 is a plan view showing how the blocks constituting the vertical waterway of the present invention are rotated 90 degrees individually and assembled. Fig. 2 is a side view showing the same assembled form. Fig. 3 is the vertical waterway structure of the present invention. A perspective view of how to assemble the block, and Figures 4a and 4b are side views of the conventional construction method. 1... Vertical waterway component block, 2... Bulkhead, 3
...Waterway portion, 4...Stairway portion, 5...Lower opening, 6...Bottom plate, 7...Elevating stairs, 8...Lower waterway, 9...Mounting pipe, 10...Joint part, 11... Upper waterway, 12... manhole slab, 13... manhole cover, 14... manhole, 15... earth and sand.
Claims (1)
壁２により立体に二分して、水路部分３および階
段部分４を形成すると共に、水路部分３の下部開
口部５を半面にして底版６を設けて一体となし、
この底版６に対応する一方の階段部分４には昇降
階段７を取り付け固定した高落差における立型水
路構成ブロツク。 A cylindrical block body 1 having a certain length is divided into three-dimensional parts by a partition wall 2 to form a water channel portion 3 and a staircase portion 4, and a bottom plate 6 is formed by turning the lower opening 5 of the water channel portion 3 into half. established and integrated,
One of the stair portions 4 corresponding to the bottom plate 6 has an ascending/descending staircase 7 attached and fixed to form a vertical water channel structure block with a high drop.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1982045653U JPS58153226U (en) | 1982-04-01 | 1982-04-01 | Vertical channel configuration block for high head |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1982045653U JPS58153226U (en) | 1982-04-01 | 1982-04-01 | Vertical channel configuration block for high head |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS58153226U JPS58153226U (en) | 1983-10-13 |
| JPS6233804Y2 true JPS6233804Y2 (en) | 1987-08-29 |
Family
ID=30056666
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1982045653U Granted JPS58153226U (en) | 1982-04-01 | 1982-04-01 | Vertical channel configuration block for high head |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS58153226U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007186869A (en) * | 2006-01-12 | 2007-07-26 | Chugoku Electric Power Co Inc:The | Air mixing prevention system and air mixing prevention method |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2538551Y2 (en) * | 1986-07-15 | 1997-06-18 | 重昭 杉山 | Compound manhole |
| JP2540078B2 (en) * | 1989-10-23 | 1996-10-02 | 重昭 杉山 | Deep underground river overflow manhole power generation structure |
-
1982
- 1982-04-01 JP JP1982045653U patent/JPS58153226U/en active Granted
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007186869A (en) * | 2006-01-12 | 2007-07-26 | Chugoku Electric Power Co Inc:The | Air mixing prevention system and air mixing prevention method |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS58153226U (en) | 1983-10-13 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US9428880B2 (en) | Module and method for managing water and other fluids | |
| JP3802027B2 (en) | Combined rainwater temporary storage tank | |
| JPS6233804Y2 (en) | ||
| US11879246B2 (en) | Module and method for managing water and other fluids | |
| JPS6025562B2 (en) | Assembly type cylindrical fishway structure | |
| JPS6335093Y2 (en) | ||
| US3585656A (en) | Swimming pool coping construction | |
| JPH06280239A (en) | Fabricated fish way | |
| JPH0446124U (en) | ||
| JPH0730758Y2 (en) | manhole | |
| JPS5828072Y2 (en) | Assembly type two-stage gutter | |
| JP2978126B2 (en) | How to construct an open channel | |
| JPH0738435Y2 (en) | Rainwater penetration regulator | |
| JPH0415356B2 (en) | ||
| JPH063894Y2 (en) | Waterproof floor structure | |
| JPH0315617Y2 (en) | ||
| JPS627736Y2 (en) | ||
| JPH044063Y2 (en) | ||
| JPS6037952Y2 (en) | drainage drain | |
| JPH0235929Y2 (en) | ||
| JP2749236B2 (en) | Reservoir equipment | |
| JP2538551Y2 (en) | Compound manhole | |
| JPS61188625U (en) | ||
| DE29607193U1 (en) | Underfloor junction box | |
| JPS6124626Y2 (en) |