JPS5910284B2 - Manufacturing method for waterway gutters with drainage holes - Google Patents
Manufacturing method for waterway gutters with drainage holesInfo
- Publication number
- JPS5910284B2 JPS5910284B2 JP2698781A JP2698781A JPS5910284B2 JP S5910284 B2 JPS5910284 B2 JP S5910284B2 JP 2698781 A JP2698781 A JP 2698781A JP 2698781 A JP2698781 A JP 2698781A JP S5910284 B2 JPS5910284 B2 JP S5910284B2
- Authority
- JP
- Japan
- Prior art keywords
- waterway
- plug
- drainage
- framework
- gutter
- 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
- 238000004519 manufacturing process Methods 0.000 title claims description 5
- 238000000034 method Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 2
- 239000004576 sand Substances 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
Landscapes
- Sewage (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Description
【発明の詳細な説明】
本発明は排水人付水路側溝の製造方法に関するものであ
る。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for manufacturing a waterway gutter with a drainage man.
従来の排水人付水路側溝は枠組の中に排水穴形成用の栓
型な組込み、コンクリート打設後に該枠組と共に栓型も
取除いて製造していた。Conventional drainage ditches have been manufactured by incorporating a plug-shaped plug for forming a drainage hole into a framework, and then removing the plug-shaped framework together with the framework after concrete is poured.
従って、この様にして製造した水路側溝は、第１図に示
すように砕石Ｓを排水穴２の外部に並べておかないと、
土砂が水といっしょに集水されてしまい施工が複雑で手
間取るたけでなく、集水量が多いと砕石Ｓの間から土砂
が流れてしまって、土砂流失を十分防止出来ない欠点が
あった。Therefore, the waterway gutter manufactured in this way requires crushed stones S to be lined up outside the drainage hole 2 as shown in Fig. 1.
Not only is the construction complicated and time-consuming because the earth and sand are collected together with the water, but when the amount of water collected is large, the earth and sand flow from between the crushed stones S, making it impossible to sufficiently prevent earth and sand from being washed away.
このため、第２図に示すように上記排水穴２に透水性コ
ンクリートで形成した排水用栓３を嵌着し上記欠点を防
止するのに役立つことが解ったが、上記従来の製造方法
では栓型の製造、取付け、取外しが面倒であるばかりで
なく、無駄な作業をしなければならず、また、この様に
して形成した穴２に透水性コンクリートで作った排水用
栓３が密着状態で嵌め込まれるかどうかが不正確になり
、信頼性に欠げ℃いた。For this reason, it has been found that fitting a drainage plug 3 formed of water-permeable concrete into the drainage hole 2 as shown in FIG. 2 is useful for preventing the above-mentioned defects. Not only is it troublesome to manufacture, install, and remove the mold, but it also requires unnecessary work, and the drainage plug 3 made of water-permeable concrete is in close contact with the hole 2 formed in this way. It became inaccurate whether it was inserted or not, and lacked reliability.
本発明は上記点に鑑み℃なされたもので、その目的とす
るところは、排水用栓の嵌着が同時に且つ正確に出来、
作業工程が少なく℃信頼性に富む新規な排水人付水路側
溝の製造方法を提供するにある。The present invention has been made in view of the above points, and its purpose is to enable simultaneous and accurate fitting of a drain plug,
It is an object of the present invention to provide a method for manufacturing a new drainage waterway gutter which requires fewer work steps and is highly reliable.
以下、本発明の一実施例について図面を参照しながら説
明する。An embodiment of the present invention will be described below with reference to the drawings.
第３図は載頭円錐形の排水用栓３を示すもので、砂や泥
の粒子径よりも小さい多孔質の透水性コンクリート材料
から形成されている。FIG. 3 shows a truncated cone-shaped drainage plug 3, which is made of a porous, water-permeable concrete material whose particle size is smaller than that of sand or mud.
第４図は水路側溝１用の枠組４を示すもので、該粋組４
の側壁部４ａに上記排水用栓３を組込んでおく。Figure 4 shows the framework 4 for the waterway gutter 1.
The drain plug 3 is assembled into the side wall portion 4a of the drain plug 3.
次に上記枠組４の中に生コンクリートを流し込み、適宜
期間養生し又、該枠組４のみを取外すと、第５図に示す
ように、水路側溝１の側壁部１ａに排水用栓３が嵌着し
た状態で水路側溝１が出来上がる。Next, fresh concrete is poured into the framework 4, cured for an appropriate period of time, and when only the framework 4 is removed, the drainage plug 3 is fitted into the side wall 1a of the waterway gutter 1, as shown in FIG. In this state, the waterway gutter 1 is completed.
尚、排水用栓３は上記のものに限定するものではなく、
側壁部１ａの外側と内側に貫通されるものであれば、い
ずれの形状であっても良い。In addition, the drain plug 3 is not limited to the above-mentioned one,
Any shape may be used as long as it penetrates the outside and inside of the side wall portion 1a.
しかし、水路側溝１の外方からかかる土圧や水圧等によ
り栓３が抜け落ちないように配慮する必要はある。However, it is necessary to take care to prevent the plug 3 from falling out due to earth pressure, water pressure, etc. applied from the outside of the waterway gutter 1.
本発明は以上のように、水路側溝の枠組の中に直接、透
水性コンクリートから成る排水用栓を組込んでしまうの
で、排水穴用の栓型な特別製作したり、最後に取外す必
要もなく、また排水用栓を穴に嵌着する作業も省けるだ
けでなく、穴と栓との間に隙間が生ずることがないので
、栓が抜けにくく、透水性能の信頼性が高まる効果があ
る。As described above, the present invention incorporates a drainage plug made of permeable concrete directly into the framework of a waterway gutter, so there is no need to create a special plug-shaped plug for a drainage hole or to remove it at the end. Moreover, not only can the work of fitting the drainage plug into the hole be omitted, but also because there is no gap between the hole and the plug, the plug is difficult to come off and has the effect of increasing the reliability of water permeability.
第１図は従来の方法によって製造された排水人付水路側
溝の施工状態を示す部分断面斜視図、第２図は透水性排
水用栓を使用した同様の部分断面斜視図、第３図は截頭
円錐形の排水用栓の斜視図、第４図は水路側溝の枠組の
部分斜視図、第５図は完成された排水人付水路側溝の部
分斜視図である。
１・・・水路側溝、１ａ・・・側壁部、２・・・穴、３
・・・排水用栓、４・・・枠組。Fig. 1 is a partial cross-sectional perspective view showing the construction state of a waterway gutter with drain man made by a conventional method, Fig. 2 is a partial cross-sectional perspective view of the same using a water-permeable drainage plug, and Fig. 3 is a cutaway. FIG. 4 is a partial perspective view of a framework of a waterway gutter, and FIG. 5 is a partial perspective view of a completed waterway gutter with a drain. 1... Waterway gutter, 1a... Side wall part, 2... Hole, 3
...Drainage plug, 4...Framework.
Claims (1)
用栓を水路側溝の枠組に組込み、該枠組に生コンクリー
トを流し込んで養生し、最後に上記枠組を取外して成る
ことを特徴とする排水人付水路側溝の製造方法。1. A drainage system characterized by forming a drainage plug from a permeable concrete material, incorporating the drainage plug into the framework of a waterway gutter, pouring fresh concrete into the framework and curing it, and finally removing the framework. A method for manufacturing waterway gutters with personnel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2698781A JPS5910284B2 (en) | 1981-02-27 | 1981-02-27 | Manufacturing method for waterway gutters with drainage holes |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2698781A JPS5910284B2 (en) | 1981-02-27 | 1981-02-27 | Manufacturing method for waterway gutters with drainage holes |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS57142313A JPS57142313A (en) | 1982-09-03 |
| JPS5910284B2 true JPS5910284B2 (en) | 1984-03-08 |
Family
ID=12208510
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2698781A Expired JPS5910284B2 (en) | 1981-02-27 | 1981-02-27 | Manufacturing method for waterway gutters with drainage holes |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5910284B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01137884U (en) * | 1988-03-10 | 1989-09-20 |
-
1981
- 1981-02-27 JP JP2698781A patent/JPS5910284B2/en not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01137884U (en) * | 1988-03-10 | 1989-09-20 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS57142313A (en) | 1982-09-03 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JPS6193579U (en) | ||
| JPS5910284B2 (en) | Manufacturing method for waterway gutters with drainage holes | |
| CN211735041U (en) | Water drain pipe suitable for pre-installation | |
| CN217680382U (en) | I-shaped steel entrance to a cave construction node of encorbelmenting of concrete outer wall | |
| OA05826A (en) | A method of manufacturing slabs which can be used for making a floor covering, which are non-freezing, porous and permeable to water, and slabs thus manufactured. | |
| JPH0470455B2 (en) | ||
| TWM566728U (en) | Upper link structure of concrete permeable pavement | |
| CN206448378U (en) | A kind of post-pouring belt of outer wall structure | |
| JPH04146Y2 (en) | ||
| KR200255699Y1 (en) | Drain apparatus preventing a soil flowing for a concrete wall | |
| JPS6328998Y2 (en) | ||
| CN219342735U (en) | Side ditch drainage curb structure | |
| JP4393339B2 (en) | Manufacturing method of concrete side groove block | |
| JPS6056855B2 (en) | Underground infiltration device for rainwater, etc. | |
| JPS6243015Y2 (en) | ||
| JPS6139015Y2 (en) | ||
| JPS63171481U (en) | ||
| JPH094034A (en) | Rain water permeable basin | |
| JP2558216B2 (en) | Method for manufacturing drainage concrete pipe | |
| JP2512327Y2 (en) | Concrete formwork for underground beams | |
| JPH09242162A (en) | Side ditch | |
| JPH0141793Y2 (en) | ||
| JPS636304Y2 (en) | ||
| JPS644906Y2 (en) | ||
| JPS624589Y2 (en) |