JP2001193090A - Pit casing - Google Patents

Pit casing

Info

Publication number
JP2001193090A
JP2001193090A JP2000005425A JP2000005425A JP2001193090A JP 2001193090 A JP2001193090 A JP 2001193090A JP 2000005425 A JP2000005425 A JP 2000005425A JP 2000005425 A JP2000005425 A JP 2000005425A JP 2001193090 A JP2001193090 A JP 2001193090A
Authority
JP
Japan
Prior art keywords
casing
pit
heat insulation
heat insulating
layer
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
Application number
JP2000005425A
Other languages
Japanese (ja)
Other versions
JP3325251B2 (en
Inventor
Toshihiro Matsuzaki
寿広 松崎
Kazuo Sagaraya
一雄 相良屋
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Maezawa Kyuso Industries Co Ltd
Original Assignee
Maezawa Kyuso Industries Co Ltd
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 by Maezawa Kyuso Industries Co Ltd filed Critical Maezawa Kyuso Industries Co Ltd
Priority to JP2000005425A priority Critical patent/JP3325251B2/en
Publication of JP2001193090A publication Critical patent/JP2001193090A/en
Application granted granted Critical
Publication of JP3325251B2 publication Critical patent/JP3325251B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a pit casing capable of enhancing heat insulation effect in a casing and preventing frost heaving of the pit casing althrough a piping pit in a cold district is installed in a pit casing embedded in a hole excavated down to angeothermal retaining layer to escape freezing and the earth can be actually frozen to the same depth with the geothermal layer in the earth outside the casing and the heat insulation effect is decreased in half due to cold conduction and the casing rises up due to freezing of the embedded earth in a cold district or frost heaving projecting from the ground surface arises. SOLUTION: The peripheral wall of a heat insulation casing of a casing body is constituted of an outside casing 1a and an inside casing 1b to form a multiplex structure. The upper part of the multiplex space is closed by a heat insulation material 12 to form an air layer. The buried outer peripheral part is constituted of a low resistant raw material in accordance with frost heaving or covered with the low resistant raw material coating 13. Further, the peripheral wall of the heat insulation casing is widened to tapper off downward.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、寒冷地における水道配
管の流量計、分水栓、止水栓などの配管ピットを設定す
る凍結防止のためのピットケーシングに関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pit casing for preventing freezing of a pipe pit such as a flow meter, a water faucet and a water stopcock of a water pipe in a cold region.

【0002】[0002]

【発明が解決しようとする課題】従来、寒冷地における
この種の配管ピットの設定は、凍結を避けるため1メー
トルから1.5メートルの地下深度に埋設された水道配
管と同レベルに設定されるため、定期的な検針作業をは
じめ、部品の取替え或いは整備点検は懐中電灯や特殊な
治具を用いなければ行えないなど、作業的に多大な労力
と時間を要していた。
Conventionally, the setting of this type of pipe pit in a cold region is set to the same level as that of a water pipe buried at a depth of 1 to 1.5 meters underground to avoid freezing. For this reason, a large amount of labor and time are required, such as periodic meter reading, replacement of parts or maintenance and inspection cannot be performed without using a flashlight or a special jig.

【0003】そこで、地熱による上昇暖気と地表の冷却
による下降冷気の回流効果により、ケーシング上部の埋
設浅層部に保温状態を維持し、深層部に埋設された水道
配管をケーシング内で浅層部まで立ち上げて地表から直
接作業可能な浅層部において配管ピットをセットできる
配管ピットケーシング(特願平11−181353号)が本件出
願人によって提案されている。
[0003] Therefore, by the circulating effect of rising warm air due to geothermal heat and descending cool air due to cooling of the surface, the heat retaining state is maintained in the buried shallow layer at the upper part of the casing, and the water pipe buried in the deep part is reduced in the shallow part in the casing. The applicant has proposed a pipe pit casing (Japanese Patent Application No. 11-181353) in which a pipe pit can be set in a shallow part where the work can be performed directly from the ground surface.

【0004】しかし、ピットケーシングのケーシング外
の土壌では、実際に地熱層と同深度まで凍結が入る場合
があり、冷気伝導が行われてケーシング内の保温効果が
半減するといった問題があった。
[0004] However, the soil outside the casing of the pit casing may actually freeze to the same depth as the geothermal layer, and there has been a problem that the cooling air is conducted and the heat retaining effect in the casing is reduced by half.

【0005】更に、寒冷地では、埋設土壌の凍結により
ケーシングが上昇し、地表から突出する凍上現象が発生
するといった問題もあった。
Further, in a cold region, there is another problem that the casing rises due to freezing of the buried soil, and a frost heave phenomenon protruding from the ground surface occurs.

【0006】[0006]

【課題を解決するための手段】本発明は上記した課題に
対応しようとするものであり、断熱ケーシングの周壁を
多重構造に構成して周壁に空気層を形成すると共に、空
気層を形成する多重空隙部の上部を保温材で密閉するよ
うにしたものである。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and has a multi-layer structure of a peripheral wall of a heat insulating casing to form an air layer on the peripheral wall. The upper portion of the gap is sealed with a heat insulating material.

【0007】すなわち、多重構造を構成する外側ケーシ
ングと内側ケーシングとの間に形成される空気層が断熱
材の役目を果たし、外側ケーシングが凍結土から受ける
冷気が内側ケーシング内部(地熱層)に伝える熱伝導を
押さえるように構成した。
That is, the air layer formed between the outer casing and the inner casing constituting the multi-layer structure serves as a heat insulating material, and the cool air received from the frozen soil by the outer casing is transmitted to the inside of the inner casing (geothermal layer). It was configured to suppress heat conduction.

【0008】また、ピットケーシング本体の埋設外周部
を強化プラスチック等の低抵抗素材によって構成し、或
いはビニール等の低抵抗素材による被膜によって被覆す
るようにし、凍結による土壌の膨張圧が本体外周部にか
かると膨張圧による移動土粒子が本体外周表面を滑って
移動土粒子の移動力が本体外周部に働かないように構成
した。
Further, the buried outer peripheral portion of the pit casing main body is made of a low-resistance material such as reinforced plastic, or is covered with a coating made of a low-resistance material such as vinyl. In this case, the moving soil particles due to the expansion pressure slide on the outer peripheral surface of the main body so that the moving force of the moving soil particles does not act on the outer peripheral portion of the main body.

【0009】更に、断熱ケーシングの周壁を下方にテー
パー状に拡開する形状に構成し、凍結による土壌の膨張
圧が断熱ケーシングの周壁にかかると膨張圧による移動
土粒子がケーシング周壁のテーパー面によって上方に押
し上げられ、ピットケーシング本体には凍上現象が生じ
ないようにした。
Further, the peripheral wall of the heat insulating casing is formed so as to expand downward in a tapered shape, and when the expansion pressure of the soil due to freezing is applied to the peripheral wall of the heat insulation casing, the moving soil particles due to the expansion pressure are formed by the tapered surface of the peripheral wall of the casing. The pit casing was pushed upwards to prevent frost heaving.

【0010】[0010]

【実施例】以下、本発明の実施例を図面を参照して説明
する。1は円筒状に形成されたピットケーシング本体で
あり、地熱保持層まで掘削した設定孔A内に挿嵌埋設さ
れると共に、底部が地層に対して解放され、設定孔Aの
孔底から昇気する上昇暖気がケーシング内に取り入れら
れ内部回流するようになっている。
Embodiments of the present invention will be described below with reference to the drawings. Reference numeral 1 denotes a pit casing body formed in a cylindrical shape, which is inserted and buried in the setting hole A excavated to the geothermal holding layer, and the bottom is released from the formation, and air is raised from the bottom of the setting hole A. Rising warm air is taken into the casing and circulates inside.

【0011】ピットケーシング本体1は、外側ケーシン
グ1aと内側ケーシング1bによって二重構造に構成され、
二重構造によって形成される空隙部の上部は保温材12で
密閉されて空隙部に存在する空気によって本体周壁に空
気層を形成するようになっている。
The pit casing body 1 has a double structure comprising an outer casing 1a and an inner casing 1b.
The upper portion of the gap formed by the double structure is sealed with the heat insulating material 12 so that air existing in the gap forms an air layer on the peripheral wall of the main body.

【0012】外側ケーシング1aは強化プラスチック等の
低抵抗素材によって構成し、或いはビニール等の低抵抗
素材による被膜13によって被覆するようになっている。
なお、この被覆はビニール袋を被せたり、巻き付けたり
して行なっても良いことは勿論である。
The outer casing 1a is made of a low-resistance material such as reinforced plastic, or is covered with a coating 13 made of a low-resistance material such as vinyl.
It is needless to say that this coating may be performed by covering or winding a plastic bag.

【0013】外側ケーシング1aと内側ケーシング1bによ
って形成される空隙部の下端部は底板を設けずに地熱を
利用できる構造としても良いし、底板を設けてただの空
気層としても良い。
The lower end of the gap formed by the outer casing 1a and the inner casing 1b may have a structure in which geothermal heat can be utilized without providing a bottom plate, or a sole plate may be provided to serve as an air layer.

【0014】また、外側ケーシング1aと内側ケーシング
1bの長さは、土壌の凍結深度に対応してそれぞれの長さ
に設定することができる。例えば、給水管埋設深度が10
00ミリで、凍結深度が 600ミリの場合、内側ケーシング
1bの長さは1000ミリとし、外側ケーシング1aの長さは60
0ミリとすることができるものである。
An outer casing 1a and an inner casing
The length of 1b can be set to each length corresponding to the freezing depth of the soil. For example, if the water pipe burial depth is 10
00 mm and freezing depth 600 mm, inner casing
The length of 1b is 1000 mm and the length of outer casing 1a is 60
It can be 0 mm.

【0015】ピットケーシング本体1の下端部には埋設
されている配水本管2の一次側(給水側)端部21と二次
側(排水側)端部22が挿嵌され、立ち上がり配管23、24
に継接される。
At the lower end of the pit casing body 1, a primary (water supply) end 21 and a secondary (drainage) end 22 of the water distribution main pipe 2 embedded therein are inserted and fitted. twenty four
Is connected to

【0016】立ち上がり配管23、24は、上端に流量計な
どの配管ピットBの一次側と二次側にそれぞれ着脱可能
に継接する継接機構25、26が設けられ、中間所定部にお
いてケーシング内に設けられた支持杆11によって支持固
定されている。
The rising pipes 23 and 24 are provided at their upper ends with connecting mechanisms 25 and 26 which are detachably connected to the primary side and the secondary side of a pipe pit B such as a flow meter, respectively, and are provided in the casing at an intermediate predetermined portion. It is supported and fixed by a supporting rod 11 provided.

【0017】3はピットケーシング本体1のケーシング
の上端部と嵌合して上面を覆蓋する覆蓋部で、強化プラ
スチックによって形成され、所要内壁部には断熱材によ
る断熱層(図示しない。)が形成されており、上面部に
開閉可能な上蓋35で覆蓋し、断熱材で構成した中空密閉
体31を装嵌する装嵌部32を備え、その下端から下方にテ
ーパー状に拡開する中間室33を設け、中間室の底部に中
蓋を構成する断熱板34を敷設している。
Numeral 3 is a cover which is fitted with the upper end of the casing of the pit casing body 1 and covers the upper surface. The cover is made of reinforced plastic, and a heat insulating layer (not shown) made of a heat insulating material is formed on the required inner wall. An intermediate chamber 33 that covers the upper surface with an upper cover 35 that can be opened and closed, and that is fitted with a hollow sealing body 31 made of a heat insulating material, and that expands downward from its lower end in a tapered shape. And a heat insulating plate 34 constituting an inner lid is laid at the bottom of the intermediate chamber.

【0018】この構成により、中空密閉体31内は低温
層、中間室33は中間層となり、地熱層となるピットケー
シング本体内の温度と外気温との関係が調整されるもの
である。なお、断熱板34は覆蓋部3に設定することな
く、ケーシング本体の上端部に嵌合するようにしても良
い。
With this configuration, the inside of the hollow airtight body 31 is a low-temperature layer, and the intermediate chamber 33 is an intermediate layer. The relationship between the temperature inside the pit casing body, which is the geothermal layer, and the outside air temperature is adjusted. Note that the heat insulating plate 34 may be fitted to the upper end of the casing body without being set on the cover 3.

【0019】図2は、他の実施例を示すもので、外側ケ
ーシング1aと内側ケーシング1bによって構成される断熱
ケーシングの周壁を下方にテーパー状に拡開する形状に
構成されている。この構成は図2に示すように外側ケー
シング1aのみをテーパー状に拡開する形状に構成し、内
側ケーシング1bを円筒形状に構成しても良いし、1a、1b
の二重構造によるピットケーシング本体1そのものをテ
ーパー形状に構成しても良い。
FIG. 2 shows another embodiment, in which the peripheral wall of a heat insulating casing composed of an outer casing 1a and an inner casing 1b is formed so as to expand downward in a tapered manner. In this configuration, as shown in FIG. 2, only the outer casing 1a may be configured to have a tapered shape, and the inner casing 1b may be configured to have a cylindrical shape.
The pit casing body 1 itself having a double structure may be formed in a tapered shape.

【0020】以上のように構成したピットケーシング
は、先ず、配水本管2が埋設されている地熱保持層まで
設定孔Aを掘削し、覆蓋部3を取り外した状態のピット
ケーシング本体1を設定孔A内に挿嵌して、その下端に
配水本管2の一次側端部21と二次側端部22を挿嵌させ、
立ち上がり配管23、24を支持杆11によって支持固定する
と共に、配水本管2の各側端部と立ち上がり配管23、24
の下端を継接し、立ち上がり配管23、24の上部継接機構
25、26によって立ち上がり配管23と24の間に配管ピット
Bを継接設定する。
In the pit casing configured as described above, first, the setting hole A is excavated to the geothermal holding layer in which the water distribution main pipe 2 is buried, and the pit casing body 1 with the cover 3 removed is set to the setting hole A. A, the primary end 21 and the secondary end 22 of the water distribution main pipe 2 are inserted into the lower end thereof,
The rising pipes 23 and 24 are supported and fixed by the support rods 11, and each side end of the water distribution main pipe 2 is connected to the rising pipes 23 and 24.
Connecting the lower ends of the pipes, and the upper connecting mechanism of the riser pipes 23 and 24
The pipe pit B is connected between the rising pipes 23 and 24 by 25 and 26.

【0021】次いで、中空密閉体31、断熱板34等を組み
込み形成した覆蓋部3を、嵌合部4の突条部41と本体1
の断裂部44の嵌合により本体1に嵌合させ、覆蓋部3を
所定角度回動して締着を行い、ピットケーシング本体を
覆蓋して設定孔Aを埋め戻すものである。
Next, the cover 3 incorporating the hollow sealing body 31, the heat insulating plate 34, etc., is attached to the ridge 41 of the fitting portion 4 and the main body 1.
The cover portion 3 is rotated by a predetermined angle to perform fastening, and the pit casing body is covered to fill the setting hole A back.

【0022】配管ピットケーシング設定後に、出願人に
おいて行った実験によれば、外気温度−15度Cの状態
で、中空密閉体31を装嵌した覆蓋低温層は−6度C、断
熱板34の上部中間層は−2度C、配管ピットBを設定し
てある保温層は+3度Cの状態であることを確認してい
る。
According to an experiment conducted by the applicant after setting the pipe pit casing, at a temperature of the outside air of -15.degree. C., the temperature of the low-temperature cover layer fitted with the hollow sealing body 31 is -6.degree. It has been confirmed that the upper intermediate layer is at -2 degrees C, and the heat insulation layer at which the piping pit B is set is at +3 degrees C.

【0023】本発明は以上のように構成したので、配水
本管を高深度層に埋設している寒冷地においても、地上
から整備点検等の作業が行なえる浅層部位に配管ピット
を設定することができ、しかも、配管ピットの凍結事故
や凍上現象を完全に防止することができる。
Since the present invention is constructed as described above, even in a cold region where a water distribution main pipe is buried in a deep depth layer, a pipe pit is set in a shallow part where maintenance work and the like can be performed from the ground. In addition, it is possible to completely prevent the accident of freezing the pipe pit and the frost heave phenomenon.

【0024】[0024]

【図面の簡単な説明】[Brief description of the drawings]

【図1】 本発明の実施例によるピットケーシングの全
体縦断側面図
FIG. 1 is an overall vertical side view of a pit casing according to an embodiment of the present invention.

【図2】 同じく、本発明の他の実施例による断熱ケー
シングの周壁を下方にテーパー状に拡開する形状に構成
したピットケーシングの全体縦断側面図
FIG. 2 is an overall vertical sectional side view of a pit casing in which a peripheral wall of a heat insulating casing according to another embodiment of the present invention is formed so as to expand downward in a tapered shape.

【符号の説明】[Explanation of symbols]

1 ピットケーシング本体 1a 外側ケーシング 1b 内側ケーシング 11 立ち上がり配管を本体内に支持する支持杆 12 空隙部の上部を密閉する保温材 13 低抵抗素材による被膜 2 配水本管 21 配水本管の一次側端部 22 配水本管の二次側端部 23、24 立ち上がり配管 25、26 立ち上がり配管の上部継接機構 3 本体覆蓋部 31 中空密閉体 32 中空密閉体を装嵌する装嵌部 33 テーパー状に拡開する中間室 34 中蓋を構成する断熱板 35 覆蓋部の上蓋 A ピットケーシング本体の設定孔 B 配管ピット DESCRIPTION OF SYMBOLS 1 Pit casing main body 1a Outer casing 1b Inner casing 11 Support rod which supports riser pipe in the main body 12 Heat insulating material which seals the upper part of void 13 Coating made of low resistance material 2 Water distribution main pipe 21 Primary end of water distribution main pipe 22 Secondary end of water distribution main pipe 23, 24 Rise pipe 25, 26 Upper joint mechanism of rise pipe 3 Body cover 31 Hollow sealed body 32 Fitting part for fitting hollow sealed body 33 Taper expansion Intermediate room 34 Heat insulation plate that constitutes the inner lid 35 Upper lid of the cover lid A Setting hole in the pit casing body B Piping pit

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】地熱保持層まで掘削した設定孔内に、上部
を開閉可能な覆蓋部とし底部を解放した断熱ケーシング
を設定し、断熱ケーシング内に、埋設管の埋設位置から
ピット設定部位までそれぞれ立ち上げて構成された給水
側端部と排水側端部にそれぞれピット継接部を設けたピ
ットケーシングにおいて、断熱ケーシングの周壁を多重
構造に構成すると共に、多重空隙部の上部を保温材で密
閉するようにしたことを特徴とするピットケーシング
1. A heat insulating casing having an openable top cover and a bottom opening is set in a setting hole excavated to a geothermal holding layer, and in the heat insulating casing, a portion from a burying position of a buried pipe to a pit setting portion is provided. In the pit casing with pit joints provided at the water supply side end and the drainage side end that are configured by standing up, the surrounding wall of the heat insulation casing is configured in a multiplex structure, and the upper part of the multiplex gap is sealed with heat insulating material Pit casing characterized by being made
【請求項2】断熱ケーシングの周壁を下方にテーパー状
に拡開する形状に構成したことを特徴とする請求項1記
載のピットケーシング
2. The pit casing according to claim 1, wherein a peripheral wall of the heat insulating casing is formed so as to expand downward in a tapered shape.
【請求項3】ピットケーシング本体の埋設外周部を低抵
抗素材によって構成し、或いは低抵抗素材による被膜に
よって被覆するようにしたことを特徴とする請求項1ま
たは請求項2記載のピットケーシング
3. The pit casing according to claim 1, wherein the buried outer peripheral portion of the pit casing body is made of a low-resistance material, or is covered with a coating made of the low-resistance material.
JP2000005425A 2000-01-14 2000-01-14 Pit casing Expired - Fee Related JP3325251B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000005425A JP3325251B2 (en) 2000-01-14 2000-01-14 Pit casing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000005425A JP3325251B2 (en) 2000-01-14 2000-01-14 Pit casing

Publications (2)

Publication Number Publication Date
JP2001193090A true JP2001193090A (en) 2001-07-17
JP3325251B2 JP3325251B2 (en) 2002-09-17

Family

ID=18534096

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000005425A Expired - Fee Related JP3325251B2 (en) 2000-01-14 2000-01-14 Pit casing

Country Status (1)

Country Link
JP (1) JP3325251B2 (en)

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JP2015017891A (en) * 2013-07-11 2015-01-29 株式会社タブチ Duplex meter unit
KR101742440B1 (en) * 2016-10-24 2017-05-31 지명화 a keeping warm tube structure for waterworks meterbarrel
CN108955805A (en) * 2018-06-01 2018-12-07 芜湖市百川给水设备有限公司 A kind of water meter splits device with Intelligent anti-freezing
CN108981841A (en) * 2018-06-01 2018-12-11 芜湖市百川给水设备有限公司 A kind of winter water meter frost crack proof device

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030038025A (en) * 2001-11-08 2003-05-16 이주원 Valve tube unit of frozen to burst prevent
JP2015017891A (en) * 2013-07-11 2015-01-29 株式会社タブチ Duplex meter unit
KR101454467B1 (en) * 2014-03-05 2014-11-04 (주)한영계기 Protection case of water gauge
KR101742440B1 (en) * 2016-10-24 2017-05-31 지명화 a keeping warm tube structure for waterworks meterbarrel
CN108955805A (en) * 2018-06-01 2018-12-07 芜湖市百川给水设备有限公司 A kind of water meter splits device with Intelligent anti-freezing
CN108981841A (en) * 2018-06-01 2018-12-11 芜湖市百川给水设备有限公司 A kind of winter water meter frost crack proof device

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