JPH0289037U - - Google Patents
Info
- Publication number
- JPH0289037U JPH0289037U JP16854688U JP16854688U JPH0289037U JP H0289037 U JPH0289037 U JP H0289037U JP 16854688 U JP16854688 U JP 16854688U JP 16854688 U JP16854688 U JP 16854688U JP H0289037 U JPH0289037 U JP H0289037U
- Authority
- JP
- Japan
- Prior art keywords
- concrete wall
- filter case
- cap
- water
- view
- 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.)
- Granted
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 10
- 230000037431 insertion Effects 0.000 claims description 4
- 238000003780 insertion Methods 0.000 claims description 4
- 230000000149 penetrating effect Effects 0.000 claims description 4
- 238000010276 construction Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
Landscapes
- Retaining Walls (AREA)
Description
第1図は本考案に係るフイルターケースの一実
施例を示す側面図、第2図は第1図の―線に
沿つた断面図、第3図は分解側面図、第4図並び
に第5図は半球状凹陥部を形成する施工例を示す
断面図、第6図使用状態を示す断面図、第7図は
壁厚方向に水抜き路が形成されたコンクリート壁
を示す断面図、第8図は前記第4図で示した手段
により型枠を組立てた状態を示す側面図、第9図
並びに第10図は夫々従来例を示す断面図である
。
図中Aはコンクリート壁、Bは土砂、Cは水抜
き路、1は水抜用パイプ、2はフイルターケース
、2aは通水穴、2bは挿込み脚、2c,2cは
半裁体、3はフイルター部材、4は半球状凹陥部
である。
Fig. 1 is a side view showing one embodiment of a filter case according to the present invention, Fig. 2 is a cross-sectional view taken along the line - in Fig. 1, Fig. 3 is an exploded side view, Figs. 4 and 5. Fig. 6 is a sectional view showing a construction example of forming a hemispherical recess, Fig. 6 is a sectional view showing the state of use, Fig. 7 is a sectional view showing a concrete wall with a drainage channel formed in the wall thickness direction, and Fig. 8 1 is a side view showing a state in which the formwork is assembled by the means shown in FIG. 4, and FIGS. 9 and 10 are sectional views showing conventional examples, respectively. In the figure, A is a concrete wall, B is earth and sand, C is a drainage channel, 1 is a drain pipe, 2 is a filter case, 2a is a water hole, 2b is an insertion leg, 2c and 2c are half pieces, and 3 is a filter. The member 4 is a hemispherical recess.
補正 平1.3.1
考案の名称を次のように補正する。
考案の名称 コンクリート壁の水抜き路用キ
ヤツプ
実用新案登録請求の範囲、図面の簡単な説明を
次のように補正する。Amendment 1.3.1 The name of the invention is amended as follows. Title of the invention: Cap for drainage channels in concrete walls The scope of the claim for utility model registration and the brief description of the drawings are amended as follows.
【実用新案登録請求の範囲】
壁厚方向に貫通する水抜き路Cを形成する水抜
用パイプ1を所要箇所に設けたコンクリート壁A
の水抜き路Cにおける水流入側開口端部に装着し
て用いるキヤツプにおいて、該キヤツプが略球状
のフイルターケース2であつて、該フイルターケ
ースが外周面の一部に前記水抜用パイプ1に嵌合
する挿込み脚2bを備えかつ内外に貫通する多数
の通水穴2aが形成されており、更に、該フイル
ターケース2は相互に嵌合する半裁体2c,2c
から形成され、その内部にフイルター部材3が収
納され保持されるようにしてあるコンクリート壁
の水抜き路用キヤツプ。[Scope of Claim for Utility Model Registration] A concrete wall A in which drain pipes 1 forming drain passages C penetrating in the wall thickness direction are provided at required locations.
In the cap used by being attached to the water inflow side opening end of the water drain passage C, the cap is a substantially spherical filter case 2, and the filter case has a part of its outer circumferential surface fitted into the water drain pipe 1. The filter case 2 is provided with fitting insertion legs 2b and a large number of water passage holes 2a penetrating the inside and outside.
A cap for a drain passage in a concrete wall, which is formed from a concrete wall and has a filter member 3 housed and held therein.
【図面の簡単な説明】
第1図は本考案に係るフイルターケースの一実
施例を示す側面図、第2図は第1図の―線に
沿つた断面図、第3図は分解側面図、第4図並び
に第5図は半球状凹陥部を形成する施工例を示す
断面図、第6図は使用状態を示す断面図、第7図
は壁厚方向に水抜き路が形成されたコンクリート
壁を示す断面図、第8図は前記第4図で示した手
段により型枠を組立てた状態を示す側面図、第9
図並びに第10図は夫々従来例を示す断面図であ
る。
図中Aはコンクリート壁、Bは土砂、Cは水抜
き路、1は水抜用パイプ、2はフイルターケース
、2aは通水穴、2bは挿込み脚、2c,2cは
半裁体、3はフイルター部材、4は半球状凹陥部
である。[Brief Description of the Drawings] Fig. 1 is a side view showing an embodiment of the filter case according to the present invention, Fig. 2 is a sectional view taken along line - in Fig. 1, Fig. 3 is an exploded side view, Figures 4 and 5 are cross-sectional views showing construction examples for forming hemispherical recesses, Figure 6 is a cross-sectional view showing usage conditions, and Figure 7 is a concrete wall with drainage channels formed in the wall thickness direction. FIG. 8 is a side view showing the formwork assembled by the means shown in FIG. 4, and FIG.
This figure and FIG. 10 are sectional views showing conventional examples. In the figure, A is a concrete wall, B is earth and sand, C is a drainage channel, 1 is a drain pipe, 2 is a filter case, 2a is a water hole, 2b is an insertion leg, 2c and 2c are half pieces, and 3 is a filter. The member 4 is a hemispherical recess.
Claims (1)
用パイプ1を所要箇所に設けたコンクリート壁A
の水抜き路Cにおける水流入側開口端部に装着し
て用いるキヤツプにおいて、該キヤツプが前記コ
ンクリート壁Aの水流入側開口端部に形成された
ラツパ状に拡がつた半球状凹陥部4の曲面と略同
じ曲率を持つ球状のフイルターケース2であつて
、該フイルターケースが外周面の一部に前記水抜
用パイプ1に嵌合する挿込み脚2bを備えかつ内
外に貫通する多数の通水穴2aが形成されており
、更に、該フイルターケース2は相互に嵌合する
半裁体2c,2cから形成され、その内部にフイ
ルター部材3が収納され保持されるようにしてあ
るコンクリート壁の水抜き路用キヤツプ。 Concrete wall A provided with drain pipes 1 at required locations to form drain channels C penetrating in the wall thickness direction
In the cap used by being attached to the opening end on the water inflow side of the water drainage passage C, the cap is attached to the hemispherical recess 4 which is formed in the opening end on the water inflow side of the concrete wall A and spreads out in the shape of a lap. A spherical filter case 2 having approximately the same curvature as a curved surface, the filter case has an insertion leg 2b on a part of its outer circumferential surface that fits into the drain pipe 1, and has a large number of water passages penetrating inside and outside. A hole 2a is formed in the concrete wall, and the filter case 2 is formed of mutually fitting halves 2c, 2c, in which the filter member 3 is accommodated and held. road cap.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16854688U JPH0632997Y2 (en) | 1988-12-26 | 1988-12-26 | Caps for drainage channels on concrete walls |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16854688U JPH0632997Y2 (en) | 1988-12-26 | 1988-12-26 | Caps for drainage channels on concrete walls |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0289037U true JPH0289037U (en) | 1990-07-13 |
JPH0632997Y2 JPH0632997Y2 (en) | 1994-08-31 |
Family
ID=31457818
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP16854688U Expired - Fee Related JPH0632997Y2 (en) | 1988-12-26 | 1988-12-26 | Caps for drainage channels on concrete walls |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0632997Y2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2021055270A (en) * | 2019-09-27 | 2021-04-08 | 小無田 利文 | Drain passage forming method for foundation concrete structure |
-
1988
- 1988-12-26 JP JP16854688U patent/JPH0632997Y2/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2021055270A (en) * | 2019-09-27 | 2021-04-08 | 小無田 利文 | Drain passage forming method for foundation concrete structure |
Also Published As
Publication number | Publication date |
---|---|
JPH0632997Y2 (en) | 1994-08-31 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |