JPH0354207Y2 - - Google Patents

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Publication number
JPH0354207Y2
JPH0354207Y2 JP8269185U JP8269185U JPH0354207Y2 JP H0354207 Y2 JPH0354207 Y2 JP H0354207Y2 JP 8269185 U JP8269185 U JP 8269185U JP 8269185 U JP8269185 U JP 8269185U JP H0354207 Y2 JPH0354207 Y2 JP H0354207Y2
Authority
JP
Japan
Prior art keywords
water meter
inflow prevention
groove
earth
meter housing
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
JP8269185U
Other languages
Japanese (ja)
Other versions
JPS61198362U (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 JP8269185U priority Critical patent/JPH0354207Y2/ja
Publication of JPS61198362U publication Critical patent/JPS61198362U/ja
Application granted granted Critical
Publication of JPH0354207Y2 publication Critical patent/JPH0354207Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、量水器筐内に土砂が流入するのを防
止する土砂流入防止構造を備えた地中埋設型の量
水器筐に関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to an underground water meter housing equipped with a sediment inflow prevention structure that prevents earth and sand from flowing into the water meter housing.

〔従来の技術〕[Conventional technology]

第5図は、土砂流入防止板を使用した従来の量
水器筐の一部切欠正面部、第6図は、同量水器筐
の側面図を示す。この量水器筐30は、量水器2
を載置する受台3と、この受台3が嵌着される切
欠孔4を有する底箱5と、開閉自在な蓋6を備え
た受枠7とから構成される。
FIG. 5 shows a partially cutaway front view of a conventional water meter casing using a sediment inflow prevention plate, and FIG. 6 shows a side view of the same water meter casing. This water meter housing 30 is a water meter 2
It consists of a pedestal 3 on which the pedestal 3 is placed, a bottom box 5 having a notch 4 into which the pedestal 3 is fitted, and a receiving frame 7 having a lid 6 that can be opened and closed.

底箱5と受枠7の両側面の当接部分には、各々
外周にスリーブ状のパイプ挿通部19,33を形
成した切欠9,31が、重合時に開口32を形成
するように設けられている。そして、この開口3
2には、地中に配管されたパイプ12,13が挿
通し、ユニオン14を介して量水器2および止水
栓15に接続される。なおこの開口32は、第6
図に破線で示すように略長方形状に開設されてお
り、パイプ12,13とパイプ挿通部19,33
との間に隙間が生じるため、透孔34を有する弾
性プラスチツク製の平板状の土砂流入防止板35
をパイプ12,13に嵌挿し、パイプ挿通部1
9,33との隙間を塞ぐことにより、土砂の流入
を防止していた。
At the abutting portions of both sides of the bottom box 5 and the receiving frame 7, cutouts 9 and 31, each having a sleeve-shaped pipe insertion portion 19 and 33 formed on the outer periphery, are provided so as to form an opening 32 when superimposed. . And this opening 3
Pipes 12 and 13 installed underground are inserted through the pipes 2 and connected to the water meter 2 and a water stop valve 15 via a union 14. Note that this opening 32 is the sixth
As shown by the broken line in the figure, it is opened in a substantially rectangular shape, and has pipes 12, 13 and pipe insertion parts 19, 33.
Since there is a gap between the
into the pipes 12 and 13, and insert the pipe insertion part 1.
The inflow of earth and sand was prevented by closing the gaps between 9 and 33.

この土砂流入防止板35には、第7図にその詳
細を示すように、略中央に形成された透孔34の
周囲に複数の異径の環状溝36a〜36dが同心
円状に形成されるとともに、これらの環状溝36
a〜36dには、その円周方向に継続的に円弧状
の長孔37a〜37dが設けられている。そし
て、使用するパイプ12,13の外径の大小に応
じて、環状溝36a〜36dの内側部分を切除す
ることにより透孔34の内径を大きくしていた。
なお、同図中の符番38は補強用のリブ、39は
土砂流入防止板35を必要に応じて折り曲げるた
めの凹溝である。
As shown in detail in FIG. 7, this earth and sand inflow prevention plate 35 has a plurality of annular grooves 36a to 36d of different diameters concentrically formed around a through hole 34 formed approximately in the center. , these annular grooves 36
A to 36d are continuously provided with arc-shaped long holes 37a to 37d in the circumferential direction thereof. The inner diameter of the through hole 34 is increased by cutting out the inner portions of the annular grooves 36a to 36d depending on the outer diameter of the pipes 12 and 13 used.
In addition, the reference numeral 38 in the figure is a reinforcing rib, and the reference numeral 39 is a groove for bending the earth and sand inflow prevention plate 35 as necessary.

また、第8図は、弾性プラスチツク製の板状体
の略中央に形成された透孔40の周囲に放射状溝
41を設けて、各放射状溝41間に形成される舌
片42が、弾性的に変形可能となるようにした土
砂流入防止板43を示す。この土砂流入防止板4
3は、透孔40に連続する切り込み45を拡げて
パイプ12,13を透孔40に挿通させると、第
9図に示されるように、弾性のある各舌片42が
押し拡げられてパイプ12,13の外周面に当接
し、土砂の流入を防止することができる。なお、
同図中の符番44は、補強用のリブである。
Further, FIG. 8 shows that radial grooves 41 are provided around a through hole 40 formed approximately in the center of an elastic plastic plate, and tongue pieces 42 formed between each radial groove 41 have elastic properties. The earth and sand inflow prevention plate 43 is shown as being deformable. This sediment inflow prevention plate 4
3, when the notch 45 continuous with the through hole 40 is widened and the pipes 12 and 13 are inserted into the through hole 40, each elastic tongue piece 42 is pushed out and the pipe 12 is inserted, as shown in FIG. , 13, and can prevent the inflow of earth and sand. In addition,
Reference numeral 44 in the figure is a reinforcing rib.

〔考案が解決しようとする課題〕[The problem that the idea aims to solve]

しかし、第7図に示す土砂流入防止板35を使
用した従来の量水器筐においては、量水器筐30
の設置作業に際して、透孔34の内径を、使用す
るパイプ12,13の外径に合わせるための切除
作業に手間がかかるという問題があつた。また、
土砂流入防止板35を前記のような構造として
も、全種類のパイプの外径について対応させるこ
とは不可能であり、標準的な外径のパイプについ
てのみ対応させることになるため、標準的な外径
のパイプについては、それより内径がひと回り大
きな環状溝36a〜36d部分から切除して使用
することになる。したがつて、パイプ12,13
と土砂流入防止板35の隙間からの土砂流入は、
依然として解決できないことになる。また、この
土砂流入防止板35は、構造が比較的複数となる
ので、製造コストが高くなるという問題があつ
た。
However, in the conventional water meter case using the sediment inflow prevention plate 35 shown in FIG.
During the installation work, there was a problem in that it took time and effort to cut out the inner diameter of the through hole 34 to match the outer diameter of the pipes 12 and 13 to be used. Also,
Even if the sediment inflow prevention plate 35 has the structure described above, it is impossible to adapt it to all types of pipes with outside diameters, and only pipes with standard outside diameters. For pipes with an outer diameter, the annular grooves 36a to 36d, which have an inner diameter one size larger than the pipe, are cut out for use. Therefore, pipes 12, 13
Sediment inflow from the gap between the earth and earth inflow prevention plate 35 is as follows.
It remains unresolved. Furthermore, since the earth and sand inflow prevention plate 35 has a relatively plurality of structures, there is a problem in that the manufacturing cost becomes high.

また、第8図、第9図に示す他の土砂流入防止
板43を使用した従来の量水器筐30では、パイ
プ12,13を透孔40に挿通させた状態では、
各舌片42が押し拡げられ、各放射状溝41の幅
が広がるため、この各放射状溝41の隙間から依
然として土砂が量水器筐30内に流入するという
問題があつた。また、土砂流入防止板43の製造
コストが高くなるとともに弾性変形の範囲には限
度があるという問題があつた。
Furthermore, in the conventional water meter housing 30 using the other sediment inflow prevention plate 43 shown in FIGS. 8 and 9, when the pipes 12 and 13 are inserted into the through holes 40,
Since each tongue piece 42 is pushed out and the width of each radial groove 41 is expanded, there is a problem that earth and sand still flows into the water meter housing 30 from the gap between each radial groove 41. Further, there were problems in that the manufacturing cost of the earth and sand inflow prevention plate 43 increased and there was a limit to the range of elastic deformation.

さらに、従来の量水器筐30において使用され
る土砂流入防止板35,43は、量水器筐30と
は別の部品として取り扱われるため、量水器筐3
0の設置の際には、量水器筐30と土砂流入防止
板35,43とは別々に取り扱い運搬しなければ
ならず、土砂流入防止板35,43の管理及び設
置作業に手間がかかるという問題があつた。
Furthermore, since the sediment inflow prevention plates 35 and 43 used in the conventional water meter housing 30 are handled as separate parts from the water meter housing 30,
0, the water meter housing 30 and the sediment inflow prevention plates 35, 43 must be handled and transported separately, and the management and installation work of the sediment inflow prevention plates 35, 43 is said to be time-consuming. There was a problem.

本考案は、上述の従来例の問題点を解決し、使
用するパイプがどのような外径であつても低コス
トで土砂流入を防止することができる土砂流入防
止構造を備えた量水器筐を提供することを目的と
する。
The present invention solves the problems of the conventional method described above, and provides a water meter housing equipped with a sediment inflow prevention structure that can prevent the inflow of sediment at a low cost regardless of the outer diameter of the pipe used. The purpose is to provide

〔課題を解決するための手段〕[Means to solve the problem]

本考案は、これらの課題を解決するために、地
中埋設型の量水器筐において、同量水器筐のパイ
プ挿通用のパイプ挿通部の内周に沿つて凹溝に形
成し、同凹溝の沿つた形状を有する取付具を、同
取付具と前記凹溝との間に土砂流入防止フイルム
を挟んだ状態で前記凹溝に嵌着したことを特徴と
する。
In order to solve these problems, the present invention has been developed to form a concave groove along the inner circumference of the pipe insertion part of the underground water meter housing for the pipe insertion of the same volume water meter housing. The present invention is characterized in that a fitting having a shape along which a groove runs is fitted into the groove with a soil inflow prevention film sandwiched between the fitting and the groove.

〔実施例〕〔Example〕

以下、本考案の実施例について図面を参照して
説明する。
Embodiments of the present invention will be described below with reference to the drawings.

第1図は、本考案による土砂流入防止構造を備
えた量水器筐の一部切欠正面部、第2図は、継枠
の要部を示す側面図、第3図は、同継枠の−
線断面図、第4図は、第3図に示される継枠を矢
印P方向から見た斜視図である。
Fig. 1 is a partially cutaway front view of a water meter housing equipped with a structure for preventing inflow of earth and sand according to the present invention, Fig. 2 is a side view showing the main parts of the joint frame, and Fig. 3 is a side view of the same joint frame. −
The line sectional view, FIG. 4, is a perspective view of the joint frame shown in FIG. 3, viewed from the direction of arrow P.

図において、符番1は本考案による土砂流入防
止構造を備えた量水器筐を示す。この量水器筐1
は、量水器2を載置する受台3と、受台3が嵌着
される切欠孔4を有する底箱5と、開閉自在な蓋
6を備えた受枠7と、底箱5と受枠7の間に配設
された継枠8とから構成される。
In the figure, reference numeral 1 indicates a water meter housing equipped with a structure for preventing inflow of earth and sand according to the present invention. This water meter case 1
consists of a pedestal 3 on which the water meter 2 is placed, a bottom box 5 having a cutout hole 4 into which the pedestal 3 is fitted, a holder frame 7 with a lid 6 that can be opened and closed, and the bottom box 5 and the holder frame. 7 and a joint frame 8 disposed between them.

底箱5の両側上縁部には、従来例の量水器筐の
底箱と同様に、外周にスリーブ状のパイプ挿通部
19を形成した切欠9が穿設されている。
In the upper edges of both sides of the bottom box 5, a notch 9 is bored, which has a sleeve-shaped pipe insertion part 19 formed on the outer periphery, similar to the bottom box of the conventional water meter case.

他方、継枠8は、内壁16、外壁17及び両者
間を結合する結合部材18とより構成され、前記
底箱5に切欠9と整合する両側下縁部には、外周
にU字状のパイプ挿通部20を形成した切欠10
が穿設されている。なお、切欠9,10は、整合
時に開口11を形成し、この中を地中に配管され
たパイプ12,13が挿通し、ユニオン14を介
して量水器2および止水栓15に接続される。
On the other hand, the joint frame 8 is composed of an inner wall 16, an outer wall 17, and a connecting member 18 that connects the two, and a U-shaped pipe is provided on the outer periphery of the bottom box 5 at both lower edges aligned with the notch 9. Notch 10 in which insertion portion 20 is formed
is drilled. Note that the notches 9 and 10 form an opening 11 when aligned, through which pipes 12 and 13 installed underground are inserted and connected to the water meter 2 and the water stop valve 15 via the union 14. Ru.

継枠8のパイプ挿通部20の外壁17側には、
第4図に示すようにパイプ挿通部20の内周に沿
つた凹溝21が形成される。
On the outer wall 17 side of the pipe insertion part 20 of the joint frame 8,
As shown in FIG. 4, a groove 21 is formed along the inner circumference of the pipe insertion portion 20.

この凹溝21には、ポリエチレンフイルム等の
防水性及び可撓性を有する材質からなる土砂流入
防止フイルム22が、金属製あるいはプラスチツ
ク製等の弾性を有する略U字状の取付具23によ
り取り付けられる。すなわち、第4図に示すよう
に継枠8のパイプ挿通部20の開放側に、矩形の
土砂流入防止フイルム22を配置させ、取付具2
3で土砂流入防止フイルム22の端部側の一面を
押しながら取付具23をパイプ挿通部20の凹溝
21に沿つて嵌入することにより、パイプ挿通部
20に土砂流入防止フイルム22を取り付けるこ
とができる。
A sediment inflow prevention film 22 made of a waterproof and flexible material such as polyethylene film is attached to this groove 21 by an elastic, substantially U-shaped fixture 23 made of metal or plastic. . That is, as shown in FIG. 4, a rectangular earth and sand inflow prevention film 22 is arranged on the open side of the pipe insertion part 20 of the joint frame 8, and
The sediment inflow prevention film 22 can be attached to the pipe insertion part 20 by fitting the fitting 23 along the concave groove 21 of the pipe insertion part 20 while pressing one surface of the end side of the sediment inflow prevention film 22 in step 3. can.

なお図中、符番24は補強用のリブ、25は受
枠7と継枠8との位置決めを行うための突起であ
る。また、本実施例においては、受枠7の切欠3
1は不要であるので、パイプ挿通部33に閉塞板
26を固定することによつて開口32を塞ぎ外部
からの土砂の流入を防止している。
In the figure, reference numeral 24 is a reinforcing rib, and 25 is a projection for positioning the receiving frame 7 and the joint frame 8. In addition, in this embodiment, the notch 3 of the receiving frame 7
1 is unnecessary, and by fixing the closing plate 26 to the pipe insertion portion 33, the opening 32 is closed and earth and sand are prevented from flowing in from the outside.

つぎに、量水器筐1の設置手順について説明す
る。
Next, the installation procedure of the water meter housing 1 will be explained.

まず、量水器2の下に底箱5を配置し、切欠9
内にパイプ12,13が位置するように設置す
る。底箱5の設置の後、継枠8及び受枠7をこれ
に連結するとともに、予め継枠8のパイプ挿通部
20に取り付けられた土砂流入防止フイルム22
を第1図に示すようにパイプ12,13の周囲に
巻きつけ、必要に応じてテープ等で固定した後、
パイプ12,13及び量水器筐1を埋設すること
により、土砂が量水器筐1内に流入することがな
くなる。
First, place the bottom box 5 under the water meter 2, and
Install so that the pipes 12 and 13 are located inside. After the bottom box 5 is installed, the joint frame 8 and the receiving frame 7 are connected thereto, and the sediment inflow prevention film 22 attached in advance to the pipe insertion part 20 of the joint frame 8 is connected to the bottom box 5.
After wrapping it around the pipes 12 and 13 as shown in Fig. 1 and fixing it with tape etc. as necessary,
By burying the pipes 12, 13 and the water meter housing 1, earth and sand will not flow into the water meter housing 1.

なお、上述実施例においては底箱5と受枠7の
間に継枠8を配設したが、パイプ12,13の埋
設深度が比較的浅い場合は、底箱5と受枠7とを
直接接合させ、受枠7のパイプ挿通部33に凹溝
21と同様な凹溝を形成し、ここに土砂流入防止
フイルム22を取り付けてもよいことは勿論であ
る。
In the above-described embodiment, the joint frame 8 was disposed between the bottom box 5 and the receiving frame 7, but if the depth of the pipes 12 and 13 is relatively shallow, the bottom box 5 and the receiving frame 7 may be directly joined. Of course, a groove similar to the groove 21 may be formed in the pipe insertion portion 33 of the receiving frame 7, and the earth and sand inflow prevention film 22 may be attached thereto.

〔考案の効果〕[Effect of idea]

以上述べたように、本考案によれば下記の効果
を得ることができる。
As described above, according to the present invention, the following effects can be obtained.

土砂流入防止フイルムは、使用するパイプの
外径に応じてどのようにでも変形できるので、
パイプの外径に関わらず土砂の流入を確実に防
止できる。
The sediment inflow prevention film can be deformed in any way depending on the outside diameter of the pipe used.
The inflow of earth and sand can be reliably prevented regardless of the outside diameter of the pipe.

予め土砂流入防止フイルムを量水器筐に取り
付けておくことができるので、作業現場での作
業の手間を省くことができ、また土砂流入防止
フイルムの粉失を防ぐことができる。
Since the sediment inflow prevention film can be attached to the water meter casing in advance, it is possible to save time and effort at the work site, and to prevent the sediment inflow prevention film from being powdered.

量水器筐に土砂流入防止フイルムを取り付け
たままで、量水器筐を輸送、運搬するに際し、
土砂流入防止フイルムを量水器筐内に折り曲げ
て収納しておくことができるので、量水器筐を
輸送するための運搬容器の容積を増加させる必
要がなく、従来のものがそのまま使用できる。
When transporting the water meter case with the sediment inflow prevention film still attached to the water meter case,
Since the sediment inflow prevention film can be folded and stored inside the water meter housing, there is no need to increase the volume of the transport container for transporting the water meter housing, and the conventional one can be used as is.

取付具及び土砂流入防止フイルムは極めて構
造が簡単で安価にして入手容易の市販品を使用
できるので製造コストを下げることができる。
The mounting tool and the soil inflow prevention film can be commercially available products that are extremely simple in structure, inexpensive, and easily available, so that manufacturing costs can be reduced.

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

第1図は本考案による土砂流入防止構造を備え
た量水器筐の一部切欠正面部、第2図は継枠の要
部を示す側面図、第3図は同継枠の−線断面
図、第4図は第3図に示される継枠を矢印P方向
から見た斜視図、第5図は土砂流入防止板を使用
した従来の量水器筐の一部切欠正面部、第6図は
同量水器筐の側面図、第7図は従来の量水器筐に
おいて使用される土砂流入防止板の一例を示す正
面図、第8図は同じく土砂流入防止板の他の例を
示す正面図、第9図は第8図に示す土砂流入防止
板にパイプを挿通した状態を示す断面図である。 1……量水器筐、2……量水器、5……底箱、
6……蓋、7……受枠、8……継枠、9,10…
…切欠、11……開口、12,13……パイプ、
15……止水栓、19,20……パイプ挿通部、
21……凹溝、22……土砂流入防止フイルム、
23……取付具。
Figure 1 is a partially cutaway front view of a water meter casing equipped with a structure for preventing the inflow of earth and sand according to the present invention, Figure 2 is a side view showing the main parts of the joint frame, and Figure 3 is a cross section of the joint frame taken along the - line. Figure 4 is a perspective view of the joint frame shown in Figure 3 viewed from the direction of arrow P, Figure 5 is a partially cutaway front section of a conventional water meter casing using a sediment inflow prevention plate, Figure 7 is a side view of the same water meter case, Figure 7 is a front view showing an example of a sediment inflow prevention plate used in a conventional water meter housing, and Figure 8 is another example of the sediment inflow prevention plate. The front view shown in FIG. 9 is a sectional view showing a state in which a pipe is inserted through the earth and sand inflow prevention plate shown in FIG. 1... water meter housing, 2... water meter, 5... bottom box,
6... Lid, 7... Receiving frame, 8... Joint frame, 9, 10...
...notch, 11... opening, 12, 13... pipe,
15... Water stop valve, 19, 20... Pipe insertion part,
21... Concave groove, 22... Sediment inflow prevention film,
23...Mounting tool.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 地中埋設型の量水器筐において、同量水器筐の
パイプ挿通部の内周に沿つて凹溝を形成し、同凹
溝に沿つた形状を有する取付具を、同取付具と前
記凹溝との間に土砂流入防止フイルムを挟んだ状
態で前記凹溝に嵌着したことを特徴とする量水器
筐。
In an underground type water meter housing, a groove is formed along the inner periphery of the pipe insertion portion of the water meter housing, and a fitting having a shape along the groove is connected to the fitting and the above-mentioned fitting. A water meter housing, characterized in that the housing is fitted into the groove with a sediment inflow prevention film sandwiched between the groove and the groove.
JP8269185U 1985-05-31 1985-05-31 Expired JPH0354207Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8269185U JPH0354207Y2 (en) 1985-05-31 1985-05-31

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8269185U JPH0354207Y2 (en) 1985-05-31 1985-05-31

Publications (2)

Publication Number Publication Date
JPS61198362U JPS61198362U (en) 1986-12-11
JPH0354207Y2 true JPH0354207Y2 (en) 1991-11-28

Family

ID=30630632

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8269185U Expired JPH0354207Y2 (en) 1985-05-31 1985-05-31

Country Status (1)

Country Link
JP (1) JPH0354207Y2 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100238494B1 (en) * 1997-03-31 2000-01-15 이근희 Retaining wall block and construction method of retaining wall
JP5740181B2 (en) * 2011-03-09 2015-06-24 株式会社タブチ Meter box for water meter
JP6691026B2 (en) * 2016-09-06 2020-04-28 アロン化成株式会社 Sediment Inflow Prevention Plate for Buried Box, Buried Box Set, Mounting Method for Buried Box Sediment Inflow Prevention Plate, and Sediment Inflow Prevention Structure for Buried Box
JP6681819B2 (en) * 2016-09-06 2020-04-15 アロン化成株式会社 Sediment Inflow Prevention Plate for Buried Box, Buried Box Set, Sediment Inflow Prevention Structure for Buried Box, and Method for Attaching Sediment Inflow Prevention Plate for Buried Box
JP7197273B2 (en) * 2018-02-13 2022-12-27 前澤化成工業株式会社 Earth retaining plate for water meter housing and water meter housing

Also Published As

Publication number Publication date
JPS61198362U (en) 1986-12-11

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