JPH0333829Y2 - - Google Patents

Info

Publication number
JPH0333829Y2
JPH0333829Y2 JP6816188U JP6816188U JPH0333829Y2 JP H0333829 Y2 JPH0333829 Y2 JP H0333829Y2 JP 6816188 U JP6816188 U JP 6816188U JP 6816188 U JP6816188 U JP 6816188U JP H0333829 Y2 JPH0333829 Y2 JP H0333829Y2
Authority
JP
Japan
Prior art keywords
invert
sewage
bottom side
center
side mass
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
JP6816188U
Other languages
Japanese (ja)
Other versions
JPS6428495U (en
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 filed Critical
Priority to JP6816188U priority Critical patent/JPH0333829Y2/ja
Publication of JPS6428495U publication Critical patent/JPS6428495U/ja
Application granted granted Critical
Publication of JPH0333829Y2 publication Critical patent/JPH0333829Y2/ja
Expired legal-status Critical Current

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  • Sewage (AREA)

Description

【考案の詳細な説明】 〈産業上の利用分野〉 本考案は、汚水桝などのインバート構築体の改
良に関する。
[Detailed Description of the Invention] <Industrial Application Field> The present invention relates to improvement of invert structures such as sewage basins.

〈従来の技術〉 従来の汚水桝では、汚物を最小量の水で流すた
めに、特開昭51−142851号公報あるいは実公昭39
−26212号公報に記載のようにインバートの上面
に汚水の流入口と排出口を結ぶ導水溝が設けてあ
る。このため工場で予め製作するには、設置場所
によつてこの導水溝が直線のもの、左折するも
の、右折するもの、あるいはこれらを組合わせた
ものなどがある。
<Prior art> In conventional sewage basins, in order to flush waste with the minimum amount of water, it is necessary to
As described in Japanese Patent No. 26212, a water guide groove is provided on the top surface of the invert to connect the wastewater inlet and outlet. For this reason, depending on the installation location, the water guide grooves may be made in advance at a factory, such as straight lines, left-turning grooves, right-turning grooves, or a combination of these.

実公昭45−10289号公報あるいは実公昭49−867
号公報に記載のものは、底面が平らな汚水桝であ
る。
Publication No. 45-10289 or Publication No. 49-867
The one described in the publication is a sewage basin with a flat bottom.

又、実公昭48−38943号公報に記載の汚水桝は、
使わない導水溝へモルタルを詰める構造である。
In addition, the sewage basin described in Publication of Utility Model Publication No. 48-38943 is
This structure allows mortar to be filled into unused water channels.

〈考案が解決しようとする問題点〉 特開昭51−142851号公報あるいは実公昭39−
26212号公報に記載の汚水桝の場合、導水溝が直
線のもの、左折するもの、右折するもの、あるい
はこれらを組合わせたものなど多種類の汚水桝を
用意する必要がある。又汚水等は常に流路を流れ
るので、水の勢いで固形物がその流路の周辺の斜
面や上面にこびりついたとき流されず、極めて不
衛生である。
<Problem that the invention attempts to solve> JP-A-51-142851 or Utility Model Publication No. 39-
In the case of the sewage basin described in Publication No. 26212, it is necessary to prepare many types of sewage basins, such as one with a straight water guide groove, one with a left turn, one with a right turn, or a combination of these. Furthermore, since sewage and the like constantly flow through the flow path, solid matter that sticks to the slopes and upper surfaces around the flow path due to the force of the water is not washed away, which is extremely unsanitary.

実公昭45−10289号公報、実公昭49−867号公報
に記載の汚水桝の場合、流入した汚水は桝内一杯
にひろがつて水位を高く保持できない。このた
め、汚水中の固形物は底面に付着してスムースに
桝外へ排出できず、極めて不衛生である。
In the case of the sewage basins described in Japanese Utility Model Publication No. 45-10289 and Japanese Utility Model Publication No. 49-867, the inflowing sewage spreads throughout the basin and cannot maintain a high water level. For this reason, solid matter in the wastewater adheres to the bottom surface and cannot be smoothly discharged out of the tank, making it extremely unsanitary.

実公昭48−38943号公報に記載の汚水桝の場合、
汚水等は常に流路を流れるので、水の勢いで固形
物がその流路の周辺の斜面や上面にこびりついた
とき流されず、極めて不衛生である。
In the case of the sewage basin described in Utility Model Publication No. 48-38943,
Since sewage and the like constantly flow through the flow path, solid matter that sticks to the slopes and upper surfaces around the flow path due to the force of the water cannot be washed away, which is extremely unsanitary.

〈問題点を解決するための手段〉 本考案は、上記従来技術の諸欠点を解消しよう
とするもので、この目的のためにつぎのように構
成する。すなわちインバートと底部側塊とからな
るインバート構築体において、インバートと底部
側塊とを別体とするとともに、インバートの上面
に外周部からほぼ中央部に集束する漏斗状の凹陥
部を形成し、その中央部から外部に通ずる流出路
を設けたインバート構築体である。
<Means for Solving the Problems> The present invention aims to eliminate the various drawbacks of the above-mentioned prior art, and is configured as follows for this purpose. That is, in an invert structure consisting of an invert and a bottom side mass, the invert and the bottom side mass are separated, and a funnel-shaped concave portion converging from the outer periphery to approximately the center is formed on the top surface of the invert. It is an inverted structure with an outflow path leading from the center to the outside.

〈作 用〉 インバートの上面に外周部からほぼ中央部に集
束する漏斗状の凹陥部を形成した。このためどの
方向から入る汚水も中央に集まるので、汚水の流
入方向を広範囲に確保できる。インバートと底部
側塊とを別体としたため、両者の材質をそれぞれ
の目的に合つたものとなしうる。また、別体のた
め型枠が作りやすいので、製造が簡単となる。
<Function> A funnel-shaped recess is formed on the top surface of the invert, converging from the outer periphery to approximately the center. Therefore, sewage that enters from any direction gathers in the center, making it possible to secure a wide range of inflow directions for sewage. Since the invert and the bottom side mass are made separate, the materials for both can be made to suit their respective purposes. In addition, since it is a separate body, it is easy to make a formwork, which simplifies manufacturing.

〈実施例〉 以下に本考案の実施例を図面に基いて説明す
る。まずインバート1から説明する。円柱状のイ
ンバート1の上面に外周部からほぼ中央部に集束
する漏斗状の凹陥部2を形成し、その中央部の底
から外部に通ずる溝を設けて流出路3とする。流
出路3には、外側が稍低くなる勾配を付ける。凹
陥部2の斜面4の傾斜角度は、20度〜50度の範囲
で適宜に選ぶ。この範囲以上に角度が大きくなれ
ば、汚物はうまく流れるが、インバート1の高さ
が必要以上に高くなるため、インバート1が大き
なものとなる。逆に勾配を上記範囲以下に小さく
すれば、高さは低くなるが汚物が流れにくくなる
ので、使用状況に応じて、上記範囲内で適宜の傾
斜角度とする。
<Examples> Examples of the present invention will be described below based on the drawings. First, invert 1 will be explained. A funnel-shaped recess 2 converging from the outer periphery to approximately the center is formed on the upper surface of the cylindrical invert 1, and a groove communicating with the outside from the bottom of the center is provided as an outflow path 3. The outflow path 3 is provided with a slope that is slightly lower on the outside. The inclination angle of the slope 4 of the concave portion 2 is appropriately selected within the range of 20 degrees to 50 degrees. If the angle becomes larger than this range, the waste will flow well, but the height of the invert 1 will become higher than necessary, making the invert 1 large. On the other hand, if the slope is made smaller than the above range, the height will be lower, but it will be difficult for dirt to flow, so the inclination angle will be set to an appropriate angle within the above range depending on the usage situation.

底部側塊7をインバート1と別個につくる。そ
して、その周壁71で、インバート1の上方とな
る部分に、流入管9の先端を挿入する透孔アをあ
けやすくするための、薄肉部72を全周にわたつ
て設ける。
The bottom side mass 7 is made separately from the invert 1. A thin wall 72 is provided over the entire circumference of the peripheral wall 71 in a portion above the invert 1 to facilitate opening of a through hole into which the tip of the inflow pipe 9 is inserted.

つぎに、この汚水桝の使い方について説明す
る。使用状況に応じて斜面4の傾斜角度を上記の
範囲内で設定したインバート1を、別に製造した
底部側塊7内におき、その流出路3を底部側塊7
の排出口6に合わせる。インバート1と底部側塊
7との〓間に、モルタル8を詰めてインバート1
を固定する。接続しようとする流入管9と対応す
る部分の薄肉部72に透孔アをあけ、ここに流入
管9の先端を挿入する。この場合流入管9は、第
5図に示すようにいずれの方向にあつても対応で
きる。流入管9から入つた汚水は、凹陥部2の斜
面4を流れたのち、流入路3をへて排出管(図示
せず)へと流れてゆく。
Next, I will explain how to use this sewage basin. The invert 1 with the slope angle of the slope 4 set within the above range according to the usage situation is placed in the separately manufactured bottom side block 7, and the outflow path 3 is connected to the bottom side block 7.
Align it with the outlet 6 of the Fill the space between the invert 1 and the bottom side mass 7 with mortar 8, and invert 1
to be fixed. A through hole is made in the thin wall portion 72 at a portion corresponding to the inflow pipe 9 to be connected, and the tip of the inflow pipe 9 is inserted therein. In this case, the inlet pipe 9 can be placed in either direction as shown in FIG. The wastewater entering from the inflow pipe 9 flows down the slope 4 of the recessed part 2, and then flows through the inflow path 3 to the discharge pipe (not shown).

〈考案の効果〉 本考案の汚水桝は、以上説明したようにインバ
ートの上面に、外周部からほぼ中央部に集束する
漏斗状の凹陥部を形成した。このため、どの方向
から入る汚水も中央に集まるので、流入管がいず
れの方向にある場合でも対応できる。インバート
と底部側塊とを別体としたため、両者の材質をそ
れぞれの目的に合うものとなしうる。また、別体
のため型枠が作りやすいので、製造が簡単という
効果も生ずる。
<Effects of the Invention> As explained above, the sewage basin of the present invention has a funnel-shaped concave portion converging from the outer periphery to approximately the center on the top surface of the invert. Therefore, sewage that enters from any direction gathers in the center, so it can be handled even if the inflow pipe is located in any direction. Since the invert and the bottom side mass are separate, the materials for both can be made to suit their respective purposes. Furthermore, since it is a separate body, it is easy to make a formwork, so it also has the effect of being easy to manufacture.

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

第1図は本考案に係るインバートを示す平面
図、第2図は第1図に於けるA−A断面図、第3
図は同B−B断面図、第4図はインバートを示す
斜視図、第5図は汚水桝を示す縦断面図である。 1……インバート、2……凹陥部、3……流出
路、4……斜面、5……汚水桝、6……排水口、
7……底部側塊、ア……透孔。
Fig. 1 is a plan view showing an invert according to the present invention, Fig. 2 is a sectional view taken along line A-A in Fig. 1, and Fig. 3 is a sectional view taken along line A-A in Fig.
The figure is a sectional view taken along line BB, FIG. 4 is a perspective view showing an invert, and FIG. 5 is a longitudinal sectional view showing a cesspit. 1... Invert, 2... Concavity, 3... Outflow path, 4... Slope, 5... Sewage basin, 6... Drain port,
7...Bottom side mass, a...through hole.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] インバートと底部側塊とからなるインバート構
築体において、インバートと底部側塊とを別体と
するとともに、インバートの上面に外周部からほ
ぼ中央部に集束する漏斗状の凹陥部を形成し、そ
の中央部から外部に通ずる流出路を設けたインバ
ート構築体。
In an invert structure consisting of an invert and a bottom side mass, the invert and the bottom side mass are separated, and a funnel-shaped recess is formed on the top surface of the invert that converges from the outer periphery to approximately the center. An invert structure with an outflow path leading from the inside to the outside.
JP6816188U 1988-05-23 1988-05-23 Expired JPH0333829Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6816188U JPH0333829Y2 (en) 1988-05-23 1988-05-23

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6816188U JPH0333829Y2 (en) 1988-05-23 1988-05-23

Publications (2)

Publication Number Publication Date
JPS6428495U JPS6428495U (en) 1989-02-20
JPH0333829Y2 true JPH0333829Y2 (en) 1991-07-17

Family

ID=31293485

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6816188U Expired JPH0333829Y2 (en) 1988-05-23 1988-05-23

Country Status (1)

Country Link
JP (1) JPH0333829Y2 (en)

Also Published As

Publication number Publication date
JPS6428495U (en) 1989-02-20

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