JPH07150618A - Drainage basin - Google Patents
Drainage basinInfo
- Publication number
- JPH07150618A JPH07150618A JP31904393A JP31904393A JPH07150618A JP H07150618 A JPH07150618 A JP H07150618A JP 31904393 A JP31904393 A JP 31904393A JP 31904393 A JP31904393 A JP 31904393A JP H07150618 A JPH07150618 A JP H07150618A
- Authority
- JP
- Japan
- Prior art keywords
- drainage basin
- protrusion
- invert
- lid
- inner diameter
- 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.)
- Pending
Links
- 239000006260 foam Substances 0.000 claims description 14
- PPBRXRYQALVLMV-UHFFFAOYSA-N Styrene Chemical compound C=CC1=CC=CC=C1 PPBRXRYQALVLMV-UHFFFAOYSA-N 0.000 claims description 12
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 claims description 9
- 229920003002 synthetic resin Polymers 0.000 claims description 5
- 239000000057 synthetic resin Substances 0.000 claims description 5
- 239000011248 coating agent Substances 0.000 claims 1
- 238000000576 coating method Methods 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 4
- 238000007599 discharging Methods 0.000 abstract 2
- 238000009933 burial Methods 0.000 description 9
- 238000005520 cutting process Methods 0.000 description 8
- 229920005989 resin Polymers 0.000 description 8
- 239000011347 resin Substances 0.000 description 8
- 239000010865 sewage Substances 0.000 description 5
- 238000009434 installation Methods 0.000 description 4
- 229920013716 polyethylene resin Polymers 0.000 description 4
- 229920000139 polyethylene terephthalate Polymers 0.000 description 4
- 239000005020 polyethylene terephthalate Substances 0.000 description 4
- 229920006328 Styrofoam Polymers 0.000 description 3
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000008261 styrofoam Substances 0.000 description 3
- 239000000758 substrate Substances 0.000 description 3
- 229920001187 thermosetting polymer Polymers 0.000 description 3
- 239000004698 Polyethylene Substances 0.000 description 2
- 229920000122 acrylonitrile butadiene styrene Polymers 0.000 description 2
- 230000004323 axial length Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- -1 polyethylene terephthalate Polymers 0.000 description 2
- 238000003825 pressing Methods 0.000 description 2
- 229910001018 Cast iron Inorganic materials 0.000 description 1
- 235000004035 Cryptotaenia japonica Nutrition 0.000 description 1
- 244000146493 Cryptotaenia japonica Species 0.000 description 1
- 239000004593 Epoxy Substances 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000010485 coping Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000839 emulsion Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
Landscapes
- Sewage (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、汚水桝等に用いられる
排水桝に関し、更に詳しくは、排水桝の埋設深さを容易
に調整できるようにし、施工性を向上し得る技術に係
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drainage basin used for a sewage basin or the like, and more particularly to a technique capable of easily adjusting the burial depth of the drainage basin and improving workability.
【0002】[0002]
【従来の技術】この種の排水桝は、汚水配管の地中埋設
深さに応じて埋設されなければならない。従来の排水桝
は、蓋を受ける開口部分の口径と、排水桝の内口径とが
異なっていたため、開口部分を切断して調整できず、中
間部に適当な軸方向長さを有する筒状部材を連結して埋
設深さを調整している。2. Description of the Related Art This type of drainage basin must be buried according to the underground burial depth of the sewage pipe. In the conventional drainage basin, the diameter of the opening part for receiving the lid and the inner diameter of the drainage basin are different, so the opening part cannot be cut and adjusted, and a cylindrical member having an appropriate axial length in the middle part. The burial depth is adjusted by connecting the.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、従来の
排水桝は、以下のような問題点を有している。 (A)適当な軸方向長さを有する筒状部材を連結して埋
設深さを調整しているため、組立工数が多くなり、しか
も位置決め及び接着作業が必要となり、設置作業の長時
間化及び設置作業のわずらわしさ等を招いている。 (B)底部にインバート部が一体に形成されているの
で、桝がコンクリート等で構成された場合は、重量が極
めて重くなり、設置作業を困難なものとしている。However, the conventional drainage basin has the following problems. (A) Since the burying depth is adjusted by connecting the cylindrical members having an appropriate axial length, the number of assembling steps is increased, and the positioning and bonding work is required, which lengthens the installation work and It causes troublesome installation work. (B) Since the invert portion is integrally formed on the bottom portion, when the stile is made of concrete or the like, the weight becomes extremely heavy, which makes installation work difficult.
【0004】そこで、本発明の課題は、種々の地中埋設
深さに対応可能にすると共に、施工性を向上し得る排水
桝を提供することである。[0004] Therefore, an object of the present invention is to provide a drainage basin capable of coping with various underground burial depths and improving workability.
【0005】本発明の別課題は、軽量化を図り、施工性
を向上し得る排水桝を提供することである。Another object of the present invention is to provide a drainage basin which is light in weight and can be improved in workability.
【0006】[0006]
【課題を解決するための手段】上述した課題解決のた
め、本発明に係る排水桝は、底部と、筒部とを含んでお
り、前記底部は、流路を構成するインバート部を有して
おり、前記筒部は、前記底部上に連続して直立して設け
られ、軸方向の全高にわたってほぼ同一寸法を保つ内口
径D1を有し、内口径D1に応じた最大許容深さHmax
をもち、軸方向の高さHが、 H≧Hmax を満たしている。In order to solve the above-mentioned problems, a drainage basin according to the present invention includes a bottom portion and a tubular portion, and the bottom portion has an invert portion that constitutes a flow path. The cylindrical portion is provided continuously upright on the bottom portion, has an inner diameter D1 that maintains substantially the same dimension over the entire axial height, and has a maximum allowable depth Hmax corresponding to the inner diameter D1.
And the height H in the axial direction satisfies H ≧ Hmax.
【0007】また、蓋部材を含み、前記蓋部材は前記筒
部の開口端に取付けられるものであって、突起部と、鍔
部とを有しており、前記突起部は、一面側において前記
筒部の内口径に応じた外径をもって突出しており、前記
鍔部は、前記突起部との間に前記突出に応じた段差を有
して、前記突起部の外周に連なって外側に突出してい
る。Also, a lid member is included, and the lid member is attached to the open end of the tubular portion, and has a protrusion and a flange, and the protrusion is formed on one surface side of the lid. It projects with an outer diameter corresponding to the inner diameter of the tubular portion, and the collar portion has a step corresponding to the protrusion between the protruding portion and the flange portion so as to be continuous with the outer periphery of the protruding portion and protrude outward. There is.
【0008】前記蓋部材は、前記突起部の外径、突起部
の高さ及び鍔部の突出長さが、前記開口端面が15度以
内で傾斜したときにも落下しないように設定されてい
る。The outer diameter of the protruding portion, the height of the protruding portion, and the protruding length of the flange portion of the lid member are set so as not to drop even when the opening end surface is inclined within 15 degrees. .
【0009】更に別の課題を解決するため、前記インバ
ート部は、インバート部材が前記底部に別体的に設けら
れて形成されている。In order to solve another problem, the invert portion is formed by separately providing an invert member on the bottom portion.
【0010】前記インバート部材は、基体と、被覆部材
とを含んでおり、前記基体は、発泡ウレタンまたは発泡
スチロールから構成され、主面と、側面と、底面とを有
し、前記主面が前記流路となる凹溝を有し、前記側面が
前記主面に連なって前記底面側に伸びており、前記被覆
部材は、発泡ウレタンまたは発泡スチロールとは異なる
不透水性の合成樹脂で構成され、前記主面及び前記側面
上をその表面に沿って被覆している。The invert member includes a base member and a covering member. The base member is made of urethane foam or styrofoam and has a main surface, a side surface and a bottom surface, and the main surface is the flow surface. The groove has a groove serving as a path, the side surface is continuous with the main surface and extends to the bottom surface side, and the covering member is made of a water-impermeable synthetic resin different from urethane foam or styrene foam. The surface and the side surface are coated along the surface thereof.
【0011】[0011]
【作用】底部は流路を構成するインバート部を有してい
るから、インバート部の流路構成に応じた排水路を有す
る排水桝が得られる。Since the bottom portion has the invert portion which constitutes the flow passage, the drainage basin having the drainage passage corresponding to the flow passage constitution of the invert portion can be obtained.
【0012】筒部は、底部上に連続して直立して設けら
れ、軸方向の全高にわたってほぼ同一寸法を保つ内口径
D1を有しているから、筒部はどの部分で切断しても同
一断面となり、蓋部材を被せることができる。これによ
り、開口端側を切断して高さ調整が可能になる。Since the tubular portion is continuously provided upright on the bottom portion and has an inner diameter D1 which maintains substantially the same dimension over the entire height in the axial direction, the tubular portion is the same regardless of which portion is cut. It has a cross section and can be covered with a lid member. This makes it possible to adjust the height by cutting the opening end side.
【0013】筒部は、内口径D1に応じた最大許容深さ
Hmax をもち、軸方向の高さHが、 H≧Hmax を満たしているから、いかなる場合であっても、埋設
後、地表面の位置に対応する部分で切断することによ
り、筒部の開口端部位置を埋設深さに合せることができ
る。即ち、中間部に調整用の筒状部材を設けることな
く、一回の切断で排水桝の高さを汚水配管の地中埋設深
さに応じて調整できる。The tubular portion has a maximum allowable depth Hmax corresponding to the inner diameter D1 and the axial height H satisfies H ≧ Hmax. By cutting at the portion corresponding to the position of, the opening end position of the tubular portion can be adjusted to the embedding depth. That is, the height of the drainage basin can be adjusted according to the underground burial depth of the sewage pipe by cutting once, without providing a tubular member for adjustment in the middle part.
【0014】このため、種々の埋設深さに容易に対応で
き、施工性を向上し得る排水桝が得られる。Therefore, it is possible to obtain a drainage basin which can easily cope with various burial depths and improve workability.
【0015】蓋部材は筒部の開口端に取付けられるもの
であって、突起部が一面側において筒部の内口径D1に
応じた外径をもって突出し、鍔部が突起部との間に突出
に応じた段差を有して、突起部の外周に連なって外側に
突出しているから、筒部の開口端を塞ぐことができる。The lid member is attached to the open end of the tubular portion, and the projecting portion projects on one side with an outer diameter corresponding to the inner diameter D1 of the tubular portion, and the brim portion projects between the projecting portion. Since it has a corresponding step and is continuous with the outer periphery of the protrusion and protrudes outward, it is possible to close the open end of the tubular portion.
【0016】更に、蓋部材は、蓋受部と、貫通孔とを有
し、蓋受部が一面側と対向する他面側において蓋体の大
きさに応じた凹部を有しており、貫通孔が蓋受部から突
起部に亙って貫通しているから、蓋体の口径と筒部の口
径とが異なっても、筒部の開口端を蓋体で塞ぐことがで
きる。蓋体の口径は小さて済むので、蓋体の機械的強度
を小さくできる。Further, the lid member has a lid receiving portion and a through hole, and the lid receiving portion has a concave portion corresponding to the size of the lid body on the other surface side facing the one surface side, and the through hole. Since the hole penetrates from the lid receiving portion to the protrusion, even if the diameter of the lid and the diameter of the tubular portion are different, the open end of the tubular portion can be closed with the lid. Since the diameter of the lid can be small, the mechanical strength of the lid can be reduced.
【0017】蓋部材は、突起部の外径、突起部の高さ及
び鍔部の突出長さが、開口端面が15度以内で傾斜した
ときにも落下しないように設定されているから、開口端
の切断加工の精度がラフになっても蓋をすることができ
る。Since the outer diameter of the protrusion, the height of the protrusion, and the protrusion length of the flange are set so that the lid member does not drop even when the opening end face is inclined within 15 degrees, the opening is opened. The lid can be covered even if the precision of the end cutting process becomes rough.
【0018】インバート部は、インバート部材が底部に
別体的に設けられて形成されているから、桝本体を有底
筒状とし、桝本体とインバート部材とを別々に扱うこと
ができる。これにより、製造及び施工時の重量負担が軽
減され、施工性を向上させる。Since the invert portion is formed by separately providing the invert member on the bottom portion, the sill body can be formed into a cylindrical shape with a bottom, and the sill body and the inverting member can be handled separately. This reduces the weight burden during manufacturing and construction and improves workability.
【0019】インバート部材は、望ましくは基体が発泡
ウレタンまたは発泡スチロールでなり、基体を被覆する
被覆部材が発泡ウレタンまたは発泡スチロールとは異な
る不透水性の合成樹脂でなる。この場合には、重量をコ
ンクリートで構成した場合の1/10〜1/50まで軽
量化でき、施工性が著しく向上する。The base member of the invert member is preferably made of urethane foam or styrofoam, and the covering member for covering the base member is made of impermeable synthetic resin different from urethane foam or styrofoam. In this case, the weight can be reduced to 1/10 to 1/50 as compared with the case of using concrete, and the workability is remarkably improved.
【0020】[0020]
【実施例】図1は本発明に係る排水桝の平面断面図、図
2はA2ーA2線上における正面断面図である。排水桝
は、底部1、筒部2を有している。排水桝は、コンクリ
ート、塩化ビニル樹脂等で構成される。1 is a plan sectional view of a drainage basin according to the present invention, and FIG. 2 is a front sectional view taken along the line A2-A2. The drainage basin has a bottom portion 1 and a tubular portion 2. The drainage basin is made of concrete, vinyl chloride resin, or the like.
【0021】底部1は、流路a、bを構成するインバー
ト部11を有している。底部1は有底筒状となってお
り、インバート部11は底部1に一体的に形成されてい
る。底部1は、流入管接続部4、5と、放流管接続部6
とを有している。インバート部11は、流路aを構成す
る凹溝12と、流路bを構成する凹溝13とを有してい
る。凹溝12は、流入管接続部4及び放流管接続部7に
連通している。凹溝13は、流入管接続部5と連通し、
途中で凹溝12と合流している。The bottom portion 1 has an invert portion 11 forming the flow paths a and b. The bottom portion 1 has a bottomed tubular shape, and the invert portion 11 is formed integrally with the bottom portion 1. The bottom portion 1 includes the inflow pipe connecting portions 4 and 5 and the discharge pipe connecting portion 6.
And have. The invert part 11 has a concave groove 12 that forms the flow path a and a concave groove 13 that forms the flow path b. The groove 12 communicates with the inflow pipe connecting portion 4 and the discharge pipe connecting portion 7. The groove 13 communicates with the inflow pipe connecting portion 5,
It joins the groove 12 on the way.
【0022】筒部2は、底部1上に連続して直立して設
けられ、軸方向の全高にわたってほぼ同一寸法を保つ内
口径D1を有し、内口径D1に応じた最大許容深さHma
x をもち、軸方向の高さHが、 H≧Hmax を満たしている。最大許容深さHmax は、機械的強度、
法規制等によって定められる。例えば、排水桝(筒部
2)の内口径D1が30cmの場合であれば、最大許容深
さHmax は30cm以上、60cm未満、内口径D1が40
cmの場合であれば、最大許容深さHmax は60cm以上、
90cm未満、内口径D1が50cmの場合であれば、最大
許容深さHmax は90cm以上、120cm未満と法律で制
限される。従って、内口径D1が30cmの場合であれ
ば、高さHは60cm以上に設定される。The tubular portion 2 is continuously provided upright on the bottom portion 1, has an inner diameter D1 which maintains substantially the same dimension over the entire height in the axial direction, and has a maximum allowable depth Hma corresponding to the inner diameter D1.
It has x and the axial height H satisfies H ≧ Hmax. The maximum allowable depth Hmax is the mechanical strength,
Determined by laws and regulations. For example, when the inner diameter D1 of the drainage basin (cylindrical portion 2) is 30 cm, the maximum allowable depth Hmax is 30 cm or more and less than 60 cm, and the inner diameter D1 is 40 cm.
In case of cm, the maximum allowable depth Hmax is 60 cm or more,
If the inner diameter D1 is less than 90 cm and the inner diameter D1 is 50 cm, the maximum allowable depth Hmax is 90 cm or more and less than 120 cm, which is restricted by law. Therefore, if the inner diameter D1 is 30 cm, the height H is set to 60 cm or more.
【0023】上述したように、底部1は流路a、bを構
成するインバート部11を有しているから、インバート
部11の流路a、bの構成に応じた排水路を有する排水
桝が得られる。As described above, since the bottom portion 1 has the invert portion 11 which constitutes the flow passages a and b, the drainage basin having the drainage passage corresponding to the constitution of the flow passages a and b of the invert portion 11 is provided. can get.
【0024】筒部2は底部1上に連続して直立して設け
られ、軸方向の全高にわたってほぼ同一寸法を保つ内口
径D1を有しているから、筒部2はどの部分で切断して
も同一断面となり、図示しない蓋部材を被せることがで
きる。これにより、開口端側を切断して排水桝の高さ調
整が可能になる。Since the tubular portion 2 is continuously provided upright on the bottom portion 1 and has an inner diameter D1 which maintains substantially the same dimension over the entire axial height, the tubular portion 2 can be cut at any portion. Also has the same cross section and can be covered with a lid member (not shown). As a result, the height of the drainage basin can be adjusted by cutting the opening end side.
【0025】図3は排水桝を地中に設置した状態を示す
正面断面図である。図において、図1及び図2と同一参
照符号は同一性ある構成部分を示している。参照符号8
は汚水配管、9は地中に掘った穴である。図は、排水桝
を穴9に設置し、排水桝に汚水配管8を接続した状態を
示してある。FIG. 3 is a front sectional view showing a state in which the drainage basin is installed underground. In the figure, the same reference numerals as those in FIGS. 1 and 2 denote the same components. Reference numeral 8
Is a sewage pipe, and 9 is a hole dug in the ground. The figure shows a state in which a drainage basin is installed in the hole 9 and the wastewater pipe 8 is connected to the drainage basin.
【0026】筒部2は、内口径D1に応じた最大許容深
さHmax をもち、軸方向の高さHが、 H≧Hmax を満たしているから、いかなる場合であっても、埋設
後、地表面の位置に対応する部分Gで切断することによ
り、筒部2の開口端部を埋設深さHdに合せることがで
きる。即ち、従来のように、中間部に調整用の筒状部材
を設けることなく、一回の切断で排水桝の高さを汚水配
管の地中埋設深さに応じて調整できる。実際は図示しな
い蓋の厚みHfを考慮し、厚みHfだけ短く切断され
る。The tubular portion 2 has a maximum allowable depth Hmax corresponding to the inner diameter D1 and the axial height H satisfies H ≧ Hmax. By cutting at the portion G corresponding to the position on the surface, the open end of the tubular portion 2 can be adjusted to the embedding depth Hd. That is, unlike the prior art, the height of the drainage basin can be adjusted according to the underground burial depth of the dirty water pipe by cutting once, without providing a tubular member for adjustment in the middle portion. In actuality, the thickness Hf of the lid (not shown) is taken into consideration, and the lid is cut by the thickness Hf.
【0027】このため、種々の埋設深さHdに容易に対
応でき、施工性を向上し得る排水桝が得られる。Therefore, it is possible to obtain a drainage basin which can easily cope with various burial depths Hd and improve workability.
【0028】図4は排水桝に蓋を設置した状態を示す正
面断面図である。図1及び図2と同一参照符号は同一性
ある構成部分を示している。参照符号31は蓋部材、3
2は蓋体である。蓋部材31及び蓋体32は、通常、コ
ンクリート、鋳鉄等で構成される。FIG. 4 is a front sectional view showing a state in which a lid is installed on the drainage basin. The same reference numerals as those in FIGS. 1 and 2 denote the same components. Reference numeral 31 is a lid member, 3
2 is a lid. The lid member 31 and the lid body 32 are usually made of concrete, cast iron, or the like.
【0029】蓋部材31は筒部2の開口端に取付けられ
るものであって、突起部311と、鍔部312とを有し
ている。突起部311は、一面側において筒部2の内口
径D1に応じた外径をもって突出している。鍔部312
は、突起部311との間に突出に応じた段差を有して、
突起部311の外周に連なって外側に突出している。こ
れにより、筒部2の開口端を蓋部材31で塞ぐことがで
きる。The lid member 31 is attached to the open end of the tubular portion 2 and has a protrusion 311 and a flange 312. The protruding portion 311 projects on the one surface side with an outer diameter corresponding to the inner diameter D1 of the tubular portion 2. Mitsuba 312
Has a step corresponding to the protrusion between the protrusion 311 and
It is connected to the outer periphery of the protrusion 311 and protrudes outward. Thereby, the opening end of the tubular portion 2 can be closed by the lid member 31.
【0030】更に、蓋部材31は、蓋受部313と、貫
通孔314とを有している。蓋受部313は、一面側と
対向する他面側において蓋体32の大きさに応じた凹部
を有している。貫通孔314は、蓋受部313から突起
部311に亙って貫通している。これにより、蓋体32
の口径と筒部2の口径とが異なっても、筒部2の開口端
を蓋体32で塞ぐことができる。蓋体32の口径は小さ
て済むので、蓋体32の機械的強度を小さくできる。Further, the lid member 31 has a lid receiving portion 313 and a through hole 314. The lid receiving portion 313 has a concave portion corresponding to the size of the lid body 32 on the other surface side facing the one surface side. The through hole 314 extends from the lid receiving portion 313 to the protruding portion 311. Thereby, the lid 32
Even if the diameter of the cylinder 2 and the diameter of the cylinder 2 are different, the open end of the cylinder 2 can be closed with the lid 32. Since the diameter of the lid 32 can be small, the mechanical strength of the lid 32 can be reduced.
【0031】図5は排水桝に蓋を設置した状態を示す平
面断面図である。図は筒部2の開口端が傾斜をもって切
断された場合を示している。図において、図4と同一参
照符号は同一性ある構成部分を示している。FIG. 5 is a plan sectional view showing a state in which a lid is installed on the drainage basin. The figure shows a case where the open end of the tubular portion 2 is cut with an inclination. In the figure, the same reference numerals as those in FIG. 4 denote the same components.
【0032】蓋部材31は、突起部311の外径D2、
突起部311の高さd及び鍔部312の突出長さL(図
4参照)が、開口端面が15度以内で傾斜したときにも
落下しないように設定されている。これにより、開口端
の切断加工の精度がラフになっても蓋体32をすること
ができる。The lid member 31 has an outer diameter D2 of the protrusion 311 and
The height d of the protrusion 311 and the protrusion length L of the collar 312 (see FIG. 4) are set so as not to drop even when the opening end face is inclined within 15 degrees. As a result, the lid 32 can be provided even if the cutting accuracy of the opening end becomes rough.
【0033】図6は本発明に係る排水桝の別の実施例の
正面断面図である。図において、図1及び図2と同一参
照符号は同一性ある構成部分を示している。本実施例
は、インバート部材11が底部1に別体的に形成されて
いる。底部1は有底筒状なっている。インバート部11
は底部1の上に設けられている。FIG. 6 is a front sectional view of another embodiment of the drainage basin according to the present invention. In the figure, the same reference numerals as those in FIGS. 1 and 2 denote the same components. In this embodiment, the invert member 11 is separately formed on the bottom portion 1. The bottom part 1 has a bottomed tubular shape. Invert section 11
Is provided on the bottom 1.
【0034】底部1と、インバート部11とは別体的に
設けられているから、底部1とインバート部11とを別
々に扱うことができる。これにより、製造及び施工時の
重量負担が軽減され、施工性を向上させる。Since the bottom part 1 and the invert part 11 are provided separately, the bottom part 1 and the invert part 11 can be handled separately. This reduces the weight burden during manufacturing and construction and improves workability.
【0035】インバート部材11は、基体111と、被
覆部材112とを含んでいる。基体111は、発泡ウレ
タンまたは発泡スチロールから構成され、主面S1と、
側面S2と、底面S3とを有している。主面S1は、流
路a、bとなる凹溝12、13を有している。側面S2
は、主面S1に連なって底面S3側に伸びている。被覆
部材112は、発泡ウレタンまたは発泡スチロールとは
異なる不透水性の合成樹脂で構成され、主面S1及び側
面S2上をその表面に沿って被覆している。被覆部材1
12は、塩化ビニル樹脂(PVC)、ABS樹脂、ポリ
エチレン樹脂(PE)、ポリエチレンテレフタレート樹
脂(PET)等の熱硬化性樹脂が望ましい。The invert member 11 includes a base 111 and a covering member 112. The substrate 111 is made of urethane foam or styrene foam, and has a main surface S1 and
It has a side surface S2 and a bottom surface S3. The main surface S1 has the concave grooves 12 and 13 which become the flow paths a and b. Side S2
Extends to the bottom surface S3 side in succession to the main surface S1. The covering member 112 is made of a water-impermeable synthetic resin different from urethane foam or styrene foam, and covers the main surface S1 and the side surface S2 along the surface thereof. Cover member 1
12 is preferably a thermosetting resin such as vinyl chloride resin (PVC), ABS resin, polyethylene resin (PE), polyethylene terephthalate resin (PET).
【0036】インバート部材11は、基体111が発泡
ウレタンまたは発泡スチロールでなるから、重量をコン
クリートで構成した場合の1/10〜1/50まで軽量
化でき、施工性が著しく向上する。また、流路変更にも
容易に対応できる。Since the base 111 of the invert member 11 is made of urethane foam or styrene foam, the weight can be reduced to 1/10 to 1/50 of that when it is made of concrete, and the workability is remarkably improved. Further, it is possible to easily cope with the change of the flow path.
【0037】被覆部材112は、塩化ビニル樹脂(PV
C)、ABS樹脂、ポリエチレン樹脂(PE)、ポリエ
チレンテレフタレート樹脂(PET)等の熱硬化性樹脂
でなるから、熱硬化性樹脂を加熱し、基体111にのせ
て真空吸引を行なうことにより、基体111に密着させ
て被覆部材112を形成できる。The covering member 112 is made of vinyl chloride resin (PV
C), ABS resin, polyethylene resin (PE), polyethylene terephthalate resin (PET), or other thermosetting resin, the thermosetting resin is heated and vacuum-sucked on the substrate 111 to form the substrate 111. The cover member 112 can be formed in close contact with the.
【0038】実施例は、主面S1に凹凸部分113を有
している。凹凸部分113は、基体111にカッタ等に
よる凹溝加工、熱型による押圧加工等により形成でき
る。また、基体111の上に凹凸シートを載せて形成し
てもよい。この構成により、設置作業または清掃作業時
に作業員の転倒を防止できる。In the embodiment, the main surface S1 has the uneven portion 113. The concavo-convex portion 113 can be formed on the base 111 by a groove process using a cutter or the like, a pressing process using a thermal die, or the like. In addition, a concavo-convex sheet may be placed on the base 111 to be formed. With this configuration, the worker can be prevented from falling during installation work or cleaning work.
【0039】また、側面S2に凹凸部114を有する。
凹凸部114は、基体112にカッタ等による凹溝加
工、熱型による押圧加工等により形成できる。この構成
によれば、エマルジョンゴム含有モルタル、エポキシ等
の合成樹脂系接着剤等の充填部材115を用いてインバ
ート部11を底部1に固定した場合に、鉛直方向の剥離
強度を増加させ、インバート部11の浮き上りを確実に
防止できる。The side surface S2 has an uneven portion 114.
The concavo-convex portion 114 can be formed on the base 112 by a groove processing using a cutter or the like, a pressing processing using a thermal die, or the like. According to this configuration, when the invert portion 11 is fixed to the bottom portion 1 by using the filling member 115 such as the emulsion rubber-containing mortar and the synthetic resin adhesive such as epoxy, the peel strength in the vertical direction is increased, and the invert portion is increased. 11 can be reliably prevented from rising.
【0040】[0040]
【発明の効果】以上述べたように、本発明によれば、以
下のような効果が得られる。 (a)種々の地中埋設深さに対応可能にすると共に、施
工性を向上し得る排水桝を提供できる。 (b)軽量化を図り、施工性を向上し得る排水桝を提供
できる。As described above, according to the present invention, the following effects can be obtained. (A) It is possible to provide a drainage basin capable of adapting to various underground burial depths and improving workability. (B) It is possible to provide a drainage basin that is light in weight and can be improved in workability.
【図1】本発明に係る排水桝の平面断面図である。FIG. 1 is a plan sectional view of a drainage basin according to the present invention.
【図2】図1のA2ーA2線上における正面断面図であ
る。FIG. 2 is a front sectional view taken along the line A2-A2 in FIG.
【図3】排水桝を地中に設置した状態を示す正面断面図
である。FIG. 3 is a front cross-sectional view showing a state in which a drainage basin is installed underground.
【図4】排水桝に蓋を設置した状態を示す正面断面図で
ある。FIG. 4 is a front cross-sectional view showing a state in which a lid is installed on the drainage basin.
【図5】排水桝に蓋を設置した状態を示す平面断面図で
あり、筒部の切断面が傾斜した場合を示している。FIG. 5 is a plan sectional view showing a state in which a lid is installed on the drainage basin, showing a case where the cut surface of the tubular portion is inclined.
【図6】本発明に係る排水桝の別の実施例の正面断面図
である。FIG. 6 is a front sectional view of another embodiment of the drainage basin according to the present invention.
1 底部 11 インバート部 12、13 凹溝 2 筒部 31 蓋部材 311 突起部 312 鍔部 313 蓋受部 314 貫通孔 32 蓋体 4、5 流入管接続部 6 放流管接続部 8 汚水配管 H 筒部の高さ Hd 地中埋設深さ D1 筒部の内口径 D2 突起部の外径 d 突起部の高さ L 鍔部の突出長さ DESCRIPTION OF SYMBOLS 1 Bottom part 11 Invert part 12, 13 Recessed groove 2 Cylinder part 31 Lid member 31 1 Projection part 312 Collar part 313 Lid receiving part 314 Through hole 32 Lid body 4, 5 Inflow pipe connection part 6 Outflow pipe connection part 8 Sewage pipe H cylinder part Height Hd Underground depth D1 Inner diameter of cylinder D2 Outer diameter of protrusion d Height of protrusion L Length of protrusion of collar
Claims (7)
て、 前記底部は、流路を構成するインバート部を有してお
り、 前記筒部は、前記底部上に連続して直立して設けられ、
軸方向の全高にわたってほぼ同一寸法を保つ内口径D1
を有し、内口径D1に応じた最大許容深さHmax をも
ち、軸方向の高さHが、 H≧Hmax を満たしている排水桝。1. A drainage basin including a bottom portion and a tubular portion, wherein the bottom portion has an invert portion that constitutes a flow path, and the tubular portion is continuously upright on the bottom portion. Is provided by
Inner diameter D1 that keeps almost the same size over the entire axial height
A drainage basin having a maximum allowable depth Hmax corresponding to the inner diameter D1 and an axial height H satisfying H ≧ Hmax.
開口端に取付けられるものであって、突起部と、鍔部と
を有しており、 前記突起部は、一面側において前記筒部の内口径D1に
応じた外径をもって突出しており、 前記鍔部は、前記突起部との間に前記突出に応じた段差
を有して、前記突起部の外周に連なって外側に突出して
いる請求項1に記載の排水桝。2. A lid member, which is attached to an open end of the tubular portion, has a protrusion and a flange, and the protrusion is provided on one surface side with the protrusion. It projects with an outer diameter corresponding to the inner diameter D1 of the tubular portion, and the flange portion has a step corresponding to the protrusion between the protrusion portion and the flange portion, and the flange portion projects to the outside in connection with the outer periphery of the protrusion portion. The drainage basin according to claim 1.
しており、 前記蓋受部は、前記一面側と対向する他面側において蓋
体の大きさに応じた凹部を有しており、 前記貫通孔は、前記蓋受部から前記突起部に亙って貫通
している請求項2に記載の排水桝。3. The lid member has a lid receiving portion and a through hole, and the lid receiving portion has a recess corresponding to the size of the lid body on the other surface side facing the one surface side. The drainage basin according to claim 2, wherein the drain hole extends from the lid receiving portion to the projection portion.
部の高さ及び鍔部の突出長さが、前記開口端面が15度
以内で傾斜したときにも落下しないように設定されてい
る請求項2または3に記載の排水桝。4. The lid member is set such that the outer diameter of the protrusion, the height of the protrusion, and the protrusion length of the collar do not fall even when the opening end surface is inclined within 15 degrees. The drainage basin according to claim 2 or 3.
に形成されている請求項1、2、3または4に記載の排
水桝。5. The drainage basin according to claim 1, 2, 3 or 4, wherein the invert portion is integrally formed with the bottom portion.
前記底部に別体的に設けられて形成されている請求項
1、2、3または4に記載の排水桝。6. The drainage basin according to claim 1, wherein the invert portion is formed by separately providing an invert member on the bottom portion.
材とを含んでおり、 前記基体は、発泡ウレタンまたは発泡スチロールから構
成され、主面と、側面と、底面とを有し、前記主面が前
記流路となる凹溝を有し、前記側面が前記主面に連なっ
て前記底面側に伸びており、 前記被覆部材は、発泡ウレタンまたは発泡スチロールと
は異なる不透水性の合成樹脂で構成され、前記主面及び
前記側面上をその表面に沿って被覆している請求項6に
記載の排水桝。7. The invert member includes a base member and a covering member, and the base member is made of urethane foam or styrene foam, has a main surface, a side surface, and a bottom surface, and the main surface is Having a concave groove to be the flow path, the side surface is continuous with the main surface and extends to the bottom surface side, the coating member is made of a water-impermeable synthetic resin different from foamed urethane or styrene foam, The drainage basin according to claim 6, wherein the main surface and the side surface are coated along the surface thereof.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31904393A JPH07150618A (en) | 1993-11-25 | 1993-11-25 | Drainage basin |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31904393A JPH07150618A (en) | 1993-11-25 | 1993-11-25 | Drainage basin |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH07150618A true JPH07150618A (en) | 1995-06-13 |
Family
ID=18105880
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP31904393A Pending JPH07150618A (en) | 1993-11-25 | 1993-11-25 | Drainage basin |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH07150618A (en) |
-
1993
- 1993-11-25 JP JP31904393A patent/JPH07150618A/en active Pending
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