JPH089266Y2 - Waterway trout - Google Patents
Waterway troutInfo
- Publication number
- JPH089266Y2 JPH089266Y2 JP1992094447U JP9444792U JPH089266Y2 JP H089266 Y2 JPH089266 Y2 JP H089266Y2 JP 1992094447 U JP1992094447 U JP 1992094447U JP 9444792 U JP9444792 U JP 9444792U JP H089266 Y2 JPH089266 Y2 JP H089266Y2
- Authority
- JP
- Japan
- Prior art keywords
- water channel
- waterway
- width
- mass
- 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 - Lifetime
Links
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- Sewage (AREA)
Description
【0001】[0001]
【産業上の利用分野】本考案は、路面水を排水する筒状
水路に接続し、路面水を集水するために使用される水路
用マスに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water channel mass which is connected to a cylindrical water channel for draining road surface water and is used for collecting road surface water.
【0002】[0002]
【従来の技術】筒状水路の上面幅が水路本体よりも狭く
形成された水路ブロックにおいて、その上面に集水用の
開口を設けようとする際には、ブロックの上面が狭い
故、必然的に開口寸法が小さくなる。従って、水路上面
幅を広くして開口を大きく形成した別体のマス体を使用
している。2. Description of the Related Art In a waterway block in which the width of the upper surface of a tubular waterway is narrower than that of the main body of the waterway, it is inevitable that the upper surface of the block is narrow when an opening for collecting water is provided on the upper surface of the waterway block. The aperture size becomes smaller. Therefore, a separate mass body in which the upper surface width of the water channel is wide and the opening is formed large is used.
【0003】[0003]
【考案が解決しようとする課題】しかるに、上記マス体
を現場打ちコンクリートにて形成するには、施工毎に工
法が異なって品質にばらつきが生じ、また、コンクリー
トの凝結に伴う工事の遅れ、経費の増大等多くの問題点
があった。一方、別体のマスブロックを用いる際は、水
路ブロックとの連結部の体裁が悪いうえに、該連結部に
おいてずれが生じ止水性及び水路の一体性に欠けるとい
う欠点を有していた。[Problems to be Solved by the Invention] However, when the above mass body is formed by in-situ concrete, the construction method is different for each construction and the quality varies, and the construction delay and the cost due to the setting of concrete. There were many problems such as increase in On the other hand, when a separate mass block is used, there is a drawback that the appearance of the connecting portion with the water channel block is not good and that the connecting portion is misaligned, resulting in lack of water blocking ability and integrity of the water channel.
【0004】いずれしても、従来のようなマス体では筒
状水路による一貫した排水施設を構築することが困難で
あった。In any case, it has been difficult to construct a consistent drainage facility using a tubular water channel with conventional mass bodies.
【0005】[0005]
【課題を解決するための手段】筒状水路の上面幅が水路
本体よりも狭く形成された水路ブロックにおいて、その
上面に開口を設けるべく水路上面の中央部の幅を水路本
体の幅内で拡幅して膨出部を形成し、且つ前記開口に集
水フタを設け、また水路下面の中央部に通孔を設けるべ
く水路下面の幅を水路本体の幅内で拡幅して膨出部を形
成し、該膨出部の下端縁にジョイント凹溝を設けるとと
もに、前記水路下面と同幅で且つ通孔と合致する内腔を
形成し、上面にジョイント凸条を設けた枠状のボックス
体を上記ジョイント凹溝とジョイント凸条との嵌合によ
り水路本体の下部に設ける構成にしてなることにある。In a waterway block in which the width of the upper surface of a tubular waterway is narrower than that of the waterway body, the width of the central portion of the waterway upper surface is increased within the width of the waterway body to provide an opening on the upper surface. To form a bulge, a water collecting lid is provided at the opening, and the width of the lower surface of the waterway is expanded within the width of the waterway body so as to form a through hole in the center of the lower surface of the waterway to form a bulge. Then, a joint concave groove is provided at the lower end edge of the bulging portion, an inner cavity having the same width as the lower surface of the water channel and coinciding with the through hole is formed, and a frame-shaped box body having a joint projection on the upper surface is formed. The joint groove and the joint ridge are fitted to each other so as to be provided in the lower portion of the water channel body.
【0006】[0006]
【作用】上記のような構成からなる水路用マスにおいて
は、水路本体の幅内で開口を必要とする部分のみが膨出
するため、理想的な排水構造となり施工性、経済性及び
止水性に優れるとともに、筒状水路による一貫した排水
施設が構築可能であり、美観向上に極めて有効に作用す
るである。In the water channel mass having the above-mentioned structure, only the portion of the water channel body that requires an opening swells out within the width of the water channel body, so that an ideal drainage structure is obtained and workability, economical efficiency and water shutoff are improved. In addition to being excellent, it is possible to construct a consistent drainage facility using a tubular water channel, which is extremely effective in improving aesthetics.
【0007】[0007]
【実施例】以下、本考案の一実施例について図面に従っ
て説明する。図1乃至図5は水路用マスの一例を示し、
内腔8を円形に形成した筒状の水路本体1における水路
上面2の長手方向両側が水路本体1の幅よりも狭く形成
されるとともに、中央部に方形の蓋受金具10を嵌着し
た開口3を設けるべく、水路上面2の幅を水路本体1の
幅内で拡幅して膨出部4を形成し、且つ前記蓋受金具1
0に多数の透孔を貫設した集水フタ5を嵌合してなる。
また、水路下面6が前記水路上面2と同様に水路本体1
の幅よりも狭く形成され、水路本体1の正面下部両端と
背面上下両端には、鍔縁11が各々突設されるととも
に、正面下部両端と背面上部両端の鍔縁11にボルト挿
通孔12が貫設されてなる。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. 1 to 5 show an example of a waterway mass,
In the tubular water channel body 1 having a circular inner cavity 8, both sides in the longitudinal direction of the water channel upper surface 2 are formed to be narrower than the width of the water channel body 1, and an opening in which a rectangular lid receiving metal fitting 10 is fitted in the central portion. 3, the width of the upper surface 2 of the water channel is expanded within the width of the water channel main body 1 to form the bulging portion 4, and the lid receiving metal fitting 1 is provided.
0 is fitted with a water collecting lid 5 having a large number of through holes.
The lower surface 6 of the water channel is the same as the upper surface 2 of the water channel, and the water channel body 1
It is formed to be narrower than the width of the water channel body 1, and flanges 11 are projectingly provided at both front lower ends and rear upper and lower ends of the water channel body 1, respectively, and bolt insertion holes 12 are provided at the flange edges 11 at both lower front ends and upper rear ends. It will be pierced.
【0008】水路用マスの他実施例として図6乃至図1
2に示すように、上記実施例の水路用マスの構成に加え
て、水路下面6の中央部に流水を落下させるための通孔
7を設けるべく、水路下面6の幅を水路本体1の幅内で
拡幅して膨出部4を形成し、該膨出部4の下端縁にジョ
イント凹溝13を設ける。Another embodiment of the water mass is shown in FIGS.
As shown in FIG. 2, in addition to the configuration of the water channel mass of the above-described embodiment, the width of the water channel lower surface 6 is set to be the width of the water channel main body 1 in order to provide a through hole 7 for dropping running water in the central portion of the water channel lower surface 6. A bulging portion 4 is formed by widening the inside, and a joint groove 13 is provided at the lower end edge of the bulging portion 4.
【0009】この水路用マスは図13及び図14に示す
ように、前記水路下面6と同幅で且つ通孔7と合致する
内腔8を設けた有底矩形枠体の上面長手方向にジョイン
ト凸条14を各々設けたボックス体9上に載置して使用
する。As shown in FIGS. 13 and 14, this channel mass has a joint in the longitudinal direction of the upper surface of a bottomed rectangular frame body having an inner cavity 8 having the same width as the channel bottom surface 6 and matching the through hole 7. The ridges 14 are used by being placed on the box body 9 provided with them.
【0010】即ち、図15及び図16に示すように、上
記ボックス体9上面のジョイント凸条14、14に水路
用マスにおける下部膨出部4の下端縁に設けたジョイン
ト凹溝13、13を嵌合することにより、水路用マスの
通孔7がボックス体9の内腔8と合致して底付マスとな
る。That is, as shown in FIGS. 15 and 16, joint ridges 14 and 14 on the upper surface of the box body 9 are provided with joint grooves 13 and 13 provided at the lower end edge of the lower bulging portion 4 of the water channel mass. By fitting, the through hole 7 of the water channel mass matches the inner cavity 8 of the box body 9 to form a bottomed mass.
【0011】上記底付マスは、水路用マスの内腔8を流
水と共に流れてくる砂塵等をボックス体9に溜めて砂塵
等の流下を防止するとともに、集水フタ5を開放して大
きな開口3より容易に摘出できるという作用効果を奏す
る。The bottomed mass prevents sand dust or the like from flowing down through the inner cavity 8 of the water channel mass with the running water in the box body 9 to prevent the dust and the like from flowing down, and opens the water collecting lid 5 to make a large opening. 3 has the effect that it can be extracted more easily.
【0012】上記各実施例における水路用マスは、集水
フタを設けていない通常の水路ブロックと容易、且つ確
実に連結可能である。即ち、図17に示すように、水路
用マスと水路ブロックの端面を当接し、鍔縁11に貫設
したボルト挿通孔12を連通させるとともに、ボルト1
5を挿通してナット16にて締結すればよい。このとき
ボルト挿通孔12は、前述のとおり水路端面において対
角線上に設けられているため、好適な締結状態が保たれ
るのである。また、水路端面にパッキンを装着して締結
すれば完壁な止水性能を有することとなる。The water channel mass in each of the above embodiments can be easily and surely connected to a normal water channel block having no water collecting lid. That is, as shown in FIG. 17, the water channel mass and the end surface of the water channel block are brought into contact with each other, and the bolt insertion hole 12 penetrating the flange 11 is made to communicate with each other.
5 may be inserted and fastened with the nut 16. At this time, the bolt insertion holes 12 are provided diagonally on the water channel end face as described above, so that a suitable fastening state is maintained. Further, if a packing is attached and fastened to the end surface of the water channel, perfect water stopping performance can be obtained.
【0013】尚、上記実施例においては、水路用マスの
内腔を円形に形成してなるが、内腔の形状はこれに限定
されず、角形、卵形、多角形等任意に設計変更可能であ
る。In the above embodiment, the internal cavity of the water channel mass is formed in a circular shape, but the shape of the internal cavity is not limited to this, and the design can be changed arbitrarily such as prismatic, oval, polygonal. Is.
【0014】また、上記実施例においては、鍔縁を設け
ボルト・ナットの締結によってブロック相互を連結して
なるが、その構造はこれに限定されるものではない。In the above embodiment, the brim is provided and the blocks are connected to each other by fastening bolts and nuts, but the structure is not limited to this.
【0015】[0015]
【効果】以上のように本考案は、水路本体の幅内で集水
を必要とする部分のみが膨出成形された水路用マスなる
ため、最小の部材構成で水路用マスが形成できて経済的
であり、且つ通常の水路用ブロックと同一工法で施工が
可能となり施工性に優れるという格別なる効果を奏する
に至った。[Effect] As described above, according to the present invention, since only the portion that needs to collect water in the width of the water channel body is bulged and molded, the water channel mass can be formed with the minimum member configuration, which is economical. In addition, the construction can be performed by the same construction method as that of a normal waterway block, and the construction work is excellent.
【0016】また、水路用マスに泥溜めが必要な場合に
も容易に施工可能で、施工現場における適応性にも富む
という有益なる効果も有する。[0016] Further, there is also a beneficial effect that construction can be easily carried out even when a mud reservoir is required for the waterway mass, and that it is highly adaptable at the construction site.
【0017】さらに、通常の水路ブロックとの連結も容
易且つ確実に行え、一体性及び止水性に優れるうえに、
水路上面の体裁が良く美観を伴うという大きな利点もあ
る。Further, it can be easily and surely connected to an ordinary waterway block, and it is excellent in integrity and water-stopping property.
There is also a big advantage that the appearance of the upper surface of the waterway is good and aesthetic.
【0018】総じて、本考案に係る水路用マスによっ
て、筒状水路による一貫した排水施設が構築可能になっ
た。In general, the channel mass according to the present invention makes it possible to construct a consistent drainage facility with a tubular channel.
【0019】[0019]
【図1】水路用マスとしての平面図。FIG. 1 is a plan view of a water channel mass.
【図2】同正面図。FIG. 2 is a front view of the same.
【図3】同右側面図。FIG. 3 is a right side view of the same.
【図4】図2おけるA−A断面図。4 is a sectional view taken along line AA in FIG.
【図5】図2におけるB−B断面図。5 is a sectional view taken along line BB in FIG.
【図6】他実施例としての水路用マスを示す平面図。FIG. 6 is a plan view showing a water channel mass as another embodiment.
【図7】同正面図。FIG. 7 is a front view of the same.
【図8】同底面図。FIG. 8 is a bottom view of the same.
【図9】図6におけるC−C断面図。9 is a sectional view taken along line CC of FIG.
【図10】図6における水路用マスの右側面図。FIG. 10 is a right side view of the water channel mass in FIG.
【図11】図7におけるD−D断面図。11 is a cross-sectional view taken along the line DD of FIG.
【図12】図7におけるE−E断面図。12 is a sectional view taken along line EE in FIG.
【図13】ボックス体を示す半截正面図。FIG. 13 is a front view of the box body showing the box body.
【図14】同半截側面図。FIG. 14 is a side view of the same half.
【図15】水路用マスの使用状態を示す半截正面図。FIG. 15 is a front view showing a state in which the water channel mass is used.
【図16】図15におけるF−F断面図。16 is a cross-sectional view taken along line FF in FIG.
【図17】連結状態を示す一部切欠正面図。FIG. 17 is a partially cutaway front view showing a connected state.
1 ・・・水路本体 2 ・・・水路上面 3 ・・・開口 4 ・・・膨出部 5 ・・・集水フタ 6 ・・・水路下面 7 ・・・通孔 8 ・・・内腔 9 ・・・ボックス体 1 ... Water channel main body 2 ... Water channel upper surface 3 ... Opening 4 ... Swelling part 5 ... Water collecting lid 6 ... Water channel lower surface 7 ... Through hole 8 ... Lumen 9 ... Box body
Claims (2)
形成された水路ブロックにおいて、その上面に開口
(3)を設けるべく水路上面(2)の中央部の幅を水路
本体(1)の幅内で拡幅して膨出部(4)を形成し、且
つ前記開口(3)に集水フタ(5)を設けてなることを
特徴とする水路用マス。1. The width of the upper surface of the tubular water channel is narrower than that of the water channel body.
In the formed water channel blocks, waterways the width of the central portion of the waterway upper surface (2) to an opening (3) on its upper surface
A waterway mass, characterized in that it widens within the width of the main body (1) to form a bulge (4), and a water collecting lid (5) is provided in the opening (3).
設けるべく水路下面(6)の幅を水路本体(1)の幅内
で拡幅して膨出部(4)を形成し、該膨出部(4)の下
端縁にジョイント凹溝(13)を設けるとともに、前記
水路下面(6)と同幅で且つ通孔(7)と合致する内腔
(8)を形成し、上面にジョイント凸条(14)を設け
た枠状のボックス体(9)を上記ジョイント凹溝(1
3)とジョイント凸条(14)との嵌合により水路本体
(1)の下部に設けてなる実用新案登録請求の範囲第1
項記載の水路用マス。2. A water channel bottom surface in width of the waterway body of central portion <br/> through hole (7) in the provided Rubeku waterway bottom surface (6) (6) (1)
To form a bulge (4), and under the bulge (4)
The joint groove (13) is provided on the edge, and
An inner cavity (8) having the same width as the lower surface (6) of the water channel and coinciding with the through hole (7) is formed , and a joint ridge (14) is provided on the upper surface.
The frame-shaped box body (9) with the above-mentioned joint groove (1
3) The utility model registration claim which is provided in the lower part of the waterway body (1) by fitting the joint ridge (14)
The waterway mass described in the item.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1992094447U JPH089266Y2 (en) | 1992-12-28 | 1992-12-28 | Waterway trout |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1992094447U JPH089266Y2 (en) | 1992-12-28 | 1992-12-28 | Waterway trout |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0656193U JPH0656193U (en) | 1994-08-05 |
| JPH089266Y2 true JPH089266Y2 (en) | 1996-03-13 |
Family
ID=14110519
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1992094447U Expired - Lifetime JPH089266Y2 (en) | 1992-12-28 | 1992-12-28 | Waterway trout |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH089266Y2 (en) |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ZA756193B (en) * | 1975-09-30 | 1976-12-29 | Sappi Ltd | Improvements relating to recovery of chemicals |
| JPS56106389A (en) * | 1980-01-17 | 1981-08-24 | Hoohibaakuumu Doresuden Veb | Method of firing hollow cathode arm discharge |
| JPH02125041A (en) * | 1988-10-31 | 1990-05-14 | Shigeaki Sugiyama | Composite measure |
-
1992
- 1992-12-28 JP JP1992094447U patent/JPH089266Y2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0656193U (en) | 1994-08-05 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| EXPY | Cancellation because of completion of term |