JPH0332616Y2 - - Google Patents
Info
- Publication number
- JPH0332616Y2 JPH0332616Y2 JP728687U JP728687U JPH0332616Y2 JP H0332616 Y2 JPH0332616 Y2 JP H0332616Y2 JP 728687 U JP728687 U JP 728687U JP 728687 U JP728687 U JP 728687U JP H0332616 Y2 JPH0332616 Y2 JP H0332616Y2
- Authority
- JP
- Japan
- Prior art keywords
- top plate
- drop
- side walls
- block
- frium
- 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
- 238000011144 upstream manufacturing Methods 0.000 claims description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000000465 moulding Methods 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 12
- 239000004576 sand Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000003670 easy-to-clean Effects 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Landscapes
- Sewage (AREA)
Description
【考案の詳細な説明】
本考案は、水路設計において余剰落差を生ずる
場合に、この落差を調節し水路の安全性の確保を
図るための落差工ブロツクに関する。[Detailed Description of the Invention] The present invention relates to a drop block for adjusting the excess head when designing a waterway to ensure the safety of the waterway.
圃場等の水路組織の設計において適正な勾配配
分、路線選定を行つてもなお余剰な落差を生じる
場合に、この落差を調節することによつて水路の
安全性の確保を図るとともに、水路組織全体の諸
機能を発揮させるために水路中に落差工を設ける
ものであつて、近年圃場が平地から山地に延びる
ことによつて落差工の必要性も多くなり、これに
関する創作考案も多くこれを大別すると大旨、直
立型、斜め型、静水槽型の3種に分けられる。 If an excessive head still occurs even after proper slope distribution and route selection in the design of a canal system in a field, adjusting this head will ensure the safety of the canal and improve the overall canal system. A drop structure is installed in a waterway in order to perform various functions.In recent years, as farm fields have expanded from flatlands to mountainous areas, the need for drop structures has increased, and there are many creative ideas related to this. They can be divided into three types: large type, upright type, diagonal type, and still water tank type.
そして直立型は、ヒユーム管や桝を竪形に使用
するもので構造が簡単で重量も軽く広く使用され
ているが底に溜る沈澱土砂の取り出しが困難であ
る。という欠点がある。また斜め型は、傾斜部に
よつて形成されるため水流の速度が早まり、落下
地点では水が四散して飛び散り周囲の畦畔法面を
崩壊する欠点がある。さらに静水槽型は、水クツ
シヨン部となる大きな静水池が必要なため槽造体
が大型となり非効率的であるばかりか価格も高い
ものになる欠点を有している。 The upright type uses a vertical pipe or basin, and has a simple structure, light weight, and is widely used, but it is difficult to remove the sediment that accumulates at the bottom. There is a drawback. In addition, the diagonal type has the disadvantage that the speed of the water flow increases because it is formed by an inclined part, and the water scatters and scatters at the falling point, collapsing the surrounding ridge slope. Furthermore, the still water tank type requires a large still water pond to serve as a water cushion, which results in a large tank structure, which is not only inefficient but also expensive.
本考案の落差工は、門型に形成された落差工ブ
ロツクを使用し、このブロツクの開放底部に底板
を形成することによつて直立型と静水槽型のの中
間に位置されるものであつて、落水の飛沫を四散
させない構造と、落差工内に溜る沈澱土砂を下流
側から簡単に取出し、掃除がし易く、しかもプレ
キヤスト製品で梁を有するため強度も十分にある
という落差工ブロツクを提供するものである。 The drop structure of the present invention is located between an upright type and a still water tank type by using a drop block formed in a gate shape and forming a bottom plate at the open bottom of this block. We provide a drop block that has a structure that prevents the splashing of falling water from scattering, is easy to remove settled earth and sand that accumulates inside the drop from the downstream side, is easy to clean, and has sufficient strength because it has beams made of precast products. It is something to do.
添付図面により本考案の落差工ブロツクを説明
すると、第1図は本考案の落差工を構成する門型
のブロツクの側面図であつて、第2図は第1図の
ブロツクの平面図を示す。1,1は左右の側壁で
あつて、平板状の矩形形状であり垂直に対向して
形成し、この両側壁1,1の前後両上部端には補
強用の梁2,2が幅広く一体に成形されて天板の
一部を構成していて、このブロツクの両端面は門
型の形状に形成されている。3は天板面の中央に
形成されている開穴部であり必要に応じて蓋6を
嵌合して平面状の天板を形成する。また7は邪魔
板であつて蓋6の下面にL字状に一体に成形され
ていて上流から流れ落る水流の勢いを減少させ
る。 To explain the drop structure block of the present invention with reference to the accompanying drawings, FIG. 1 is a side view of a gate-shaped block constituting the drop structure of the present invention, and FIG. 2 is a plan view of the block shown in FIG. 1. . Reference numerals 1 and 1 denote left and right side walls, which have a flat rectangular shape and are vertically opposed to each other, and reinforcing beams 2, 2 are wide and integrated at the front and rear upper ends of both side walls 1, 1. It is molded to form part of the top plate, and both end faces of this block are formed into a gate shape. Reference numeral 3 denotes an opening formed in the center of the top plate surface, into which a lid 6 is fitted as necessary to form a planar top plate. Reference numeral 7 denotes a baffle plate, which is integrally formed in an L-shape on the lower surface of the lid 6 and reduces the force of water flowing down from upstream.
Aは上流側のフリユームであり、Bは下流側の
フリユームであつて、当然のことながら上流側の
フリユームAは門型形状をしたブロツクの上面に
接し下流側のフリユームBは門型ブロツクの下面
に接していて落差lを形成している。 A is the frium on the upstream side, and B is the frium on the downstream side. Naturally, the frium A on the upstream side is in contact with the top surface of the gate-shaped block, and the frium B on the downstream side is in contact with the bottom surface of the gate-shaped block. It is in contact with and forms a head l.
4は上流側フリユームAの下面に取付けられる
土留板であつて土の侵入を防止している。そして
第3図および第4図を参照して下流側のフリユー
ムBの上面は空洞となつていて落差工ブロツク底
に溜る沈澱土砂の排出清掃を便利にしている。 Reference numeral 4 denotes an earth retaining plate attached to the lower surface of the upstream frium A to prevent soil from entering. Referring to FIGS. 3 and 4, the upper surface of the downstream frium B is hollow, making it convenient to discharge and clean the settled earth and sand accumulated at the bottom of the drop block.
第5図および第6図は本考案の落差工ブロツク
を使用した落差工の実施例であつて、門型のブロ
ツクの開放底部には底板8があり、この底板8は
第5図に示すように現場打ちコンクリートの場合
もあり、また第6図に示すようにプレキヤストの
コンクリート板8′でもよく、図中の9は堰山で
あつて水流の流勢を減少させる。またKはクツシ
ヨン部を構成する静水溜である。 Figures 5 and 6 show examples of a drop using the drop block of the present invention, and there is a bottom plate 8 at the open bottom of the gate-shaped block, and this bottom plate 8 is as shown in Figure 5. In some cases, cast-in-place concrete may be used, or as shown in FIG. 6, a precast concrete plate 8' may be used, and 9 in the figure is a weir mountain to reduce the force of the water flow. Further, K is a still water reservoir that constitutes the cushion section.
本考案の落差工ブロツクは上述の如き構成であ
り、特に側壁板1,1が矩形状の平板で対向して
垂直に形成し、この両側壁1,1の前後両上部端
に補強用の梁2,2を幅広に大きく設けて一体に
成形して天板の一部を構成して両端面が門型形状
をしているため落差lが大きく必要な場合、即ち
ブロツクの高さが高くなつても強度的に十分であ
り、また水流の飛沫の飛散が防止できるばかり
か、飛沫の激しい場合や危険防止のために天板の
開口部3に蓋体6を取りつけることが可能であ
り、さらに本考案の門型ブロツクを使用した落差
工は下流側に大きく空洞部5が設けてあるためブ
ロツク内に溜る沈澱土砂の排出清掃に便利であつ
て、水路組織の管理上きわめて有効に使用でき
る。 The drop block of the present invention has the above-mentioned configuration, in particular, the side wall plates 1, 1 are rectangular flat plates facing each other and vertically formed, and reinforcing beams are installed at both the front and rear upper ends of the side walls 1, 1. 2 and 2 are provided wide and large and integrally molded to form a part of the top plate, and both end faces are gate-shaped, so when a large head l is required, that is, the height of the block is high. In addition, it is possible to not only prevent the splashing of water droplets, but also to attach the lid body 6 to the opening 3 of the top plate to prevent danger in case of heavy splashing. The drop using the gate-shaped block of the present invention has a large hollow section 5 on the downstream side, so it is convenient for draining and cleaning the settled earth and sand accumulated in the block, and can be used extremely effectively for managing the waterway structure.
第1図は本考案の落差工ブロツクの側面図を示
し、第2図は同平面図を示す。第3図は上流側か
らの構成図、第4図は下流側からの構成図を示
し、第5図、第6図は落差工施工の実施例図を示
す。
1……側板、2……梁、3……天板開口部、4
……土留板、5……空洞部、6……蓋、7……邪
魔板、8……底板。
FIG. 1 shows a side view of the drop block of the present invention, and FIG. 2 shows a plan view thereof. FIG. 3 shows a block diagram from the upstream side, FIG. 4 shows a block diagram from the downstream side, and FIGS. 5 and 6 show examples of drop construction. 1... Side plate, 2... Beam, 3... Top plate opening, 4
... Earth retaining board, 5... Hollow part, 6... Lid, 7... Baffle plate, 8... Bottom plate.
Claims (1)
せ、該両側壁1,1の前後両上端部に補強用の
梁2,2を一体に設けて天板の一部を形成し、
該梁2,2を除いた天板面中央を開放形状3と
し、前記左右両側壁により形成される端面門型
形状の空間の前後の上下に排水用フリユーム
A,Bを接続して落差lを形成し、上流側フリ
ユームAの下面に土留板4を設け、下流側フリ
ユームBの上面を開放状5としてなることを特
徴としたプレキヤストの落差工ブロツク。 2 天板面中央の開放形状3に蓋体6を嵌合して
天板面を形成する実用新案登録請求の範囲1に
記載の落差工ブロツク。 3 天板面を形成する蓋体6の下面に邪魔板7を
一体に成形して断面L型とした蓋体6を用いる
実用新案登録請求の範囲1に記載の落差工ブロ
ツク。[Claims for Utility Model Registration] 1. A top plate with flat left and right side walls 1, 1 facing each other perpendicularly, and reinforcing beams 2, 2 integrally provided at the front and back upper ends of both side walls 1, 1. forming part of
The center of the top plate surface excluding the beams 2 and 2 is made into an open shape 3, and drainage friums A and B are connected above and below the front and back of the end gate-shaped space formed by the left and right side walls to create a head l. A precast drop block characterized in that a retaining plate 4 is provided on the lower surface of an upstream frium A, and the upper surface of the downstream frium B is open-shaped 5. 2. The drop block according to claim 1, which has been registered as a utility model, in which the top plate surface is formed by fitting the lid body 6 into the open shape 3 at the center of the top plate surface. 3. A drop block according to claim 1, which is registered as a utility model and uses a lid 6 having an L-shaped cross section by integrally molding a baffle plate 7 on the lower surface of the lid 6 forming a top plate surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP728687U JPH0332616Y2 (en) | 1987-01-21 | 1987-01-21 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP728687U JPH0332616Y2 (en) | 1987-01-21 | 1987-01-21 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63116590U JPS63116590U (en) | 1988-07-27 |
| JPH0332616Y2 true JPH0332616Y2 (en) | 1991-07-10 |
Family
ID=30790596
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP728687U Expired JPH0332616Y2 (en) | 1987-01-21 | 1987-01-21 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0332616Y2 (en) |
-
1987
- 1987-01-21 JP JP728687U patent/JPH0332616Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS63116590U (en) | 1988-07-27 |
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