JP2007146457A - Drainage channel construction method - Google Patents

Drainage channel construction method Download PDF

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JP2007146457A
JP2007146457A JP2005341382A JP2005341382A JP2007146457A JP 2007146457 A JP2007146457 A JP 2007146457A JP 2005341382 A JP2005341382 A JP 2005341382A JP 2005341382 A JP2005341382 A JP 2005341382A JP 2007146457 A JP2007146457 A JP 2007146457A
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drainage channel
drainage
unit
upper edge
groove
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Toshio Takahashi
俊雄 高橋
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a drainage channel enabling accurate gradient and a reduction in cost. <P>SOLUTION: In this drainage gutter construction method, gutter-like or gully-like drainage channel units 12, 13 are buried in a concrete floor 11 with their upper edge parts exposed to the surface of the floor. The drainage channel units 12, 13 comprises stainless steel bottom part structural members 15, 40 forming the bottom part, vertical side mold-frame bodies 16, 41 supported on the side parts of the bottom part structural members 15, 40, and upper edge part structural members 17, 42 supported on the upper ends of the side mold-frame bodies 16, 41. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、主に食品加工施設の床に設置される排水路であって、底部及び上縁部をステンレス製の既製部材をもって構成させるようにした排水路構築方法に関する。   The present invention relates to a drainage channel construction method that is mainly a drainage channel installed on the floor of a food processing facility and has a bottom part and an upper edge part made of ready-made stainless steel members.

従来、食品加工施設では、加工場の床部に排水溝及び集水桝を備え、加工作業により排出した水等をこの排水溝を通して排水するようになっている。   Conventionally, food processing facilities are provided with drainage grooves and catchment basins on the floor of the processing plant, and the water discharged by the processing operation is drained through the drainage grooves.

この排水溝及び集水桝は、図6に示すように、加工精度、食品衛生及び耐久性の問題を考慮してステンレス材により一体成形された排水溝ユニット1及び集水桝ユニット2をコンクリート床3内にその表面に上縁部が露出した配置に埋設することにより設置され、特に排水溝ユニット1は、排水効率を良くするために底部が長手方向に向けて傾斜した水勾配が設けられている。
特開2004−100240号公報
As shown in FIG. 6, this drainage ditch and catchment basin are formed by combining the drainage ditch unit 1 and the catchment trough unit 2 integrally formed of stainless steel in consideration of processing accuracy, food hygiene and durability. 3 is installed by being embedded in an arrangement in which the upper edge portion is exposed on the surface thereof, and in particular, the drainage groove unit 1 is provided with a water gradient in which the bottom portion is inclined in the longitudinal direction in order to improve drainage efficiency. Yes.
JP 2004-100240 A

しかし、上述の如き従来の技術では、設置される食品加工施設によって必要なサイズ、即ち深さ、長さ又は勾配等が異なるため、ステンレス材で一体に成形された集水桝ユニット及び排水溝ユニットを食品加工施設毎に対応させた形状に個別に製造しなければならず、大量生産ができず生産コストが嵩むという問題があった。   However, in the conventional technology as described above, the required size, that is, the depth, length, gradient, etc., differs depending on the food processing facility to be installed. Must be individually manufactured in a shape corresponding to each food processing facility, and there was a problem that mass production was impossible and production cost increased.

また、このような排水路を構築する際に、排水路ユニットを設置する作業と、コンクリート打設用の型枠及びグレーチング枠を設置する作業とがその性質上別業者によって行われているため、施工時間及び施工コストが嵩むという問題があった。   Also, when constructing such a drainage channel, the work of installing the drainage channel unit and the work of installing the formwork and the grating frame for concrete placement are performed by different contractors due to its nature, There was a problem that construction time and construction cost increased.

更に、排水溝をコンクリート型枠を用いて構築する工法も知られているが、この在来工法では、食品加工施設で求められる高精度の水勾配を実現することが技術的に困難であるという問題があった。   Furthermore, there is a known method of constructing drainage channels using concrete molds, but with this conventional method it is technically difficult to achieve the high-precision water gradient required in food processing facilities. There was a problem.

そこで本発明は、上述の従来技術の問題を鑑み、高精度の勾配を実現することができ、しかもコストの低減を図ることができる排水路の提供を目的とする。   SUMMARY OF THE INVENTION In view of the above-described problems of the prior art, an object of the present invention is to provide a drainage channel that can realize a highly accurate gradient and can reduce costs.

上述の如き従来の問題を解決し、所期の目的を達成するための請求項1に記載の発明は、コンクリート床内に、その床表面に上縁部が露出した配置に溝状及び/又は桝状の排水路ユニットを埋設することによって排水溝及び/又は集水桝を構成させた排水路を構築する排水路構築方法において、
前記排水路ユニットは、排水溝及び/又は集水桝の底部内面を構成するステンレス製の底部構成部材と、前記排水溝及び/又は集水桝の上縁に露出した蓋受け部を構成するステンレス製の上縁部構成部材とから構成され、該排水路ユニットを、その前記底部構成部材と上縁部構成部材との間に、排水路の側壁部をコンクリート打設によって成型するための側壁成型型板を介在させてコンクリート床支持基盤上に設置し、該排水路ユニットを埋め込んで前記コンクリート床支持基盤上に床コンクリートを打設することを特徴とする。
In order to solve the above-mentioned conventional problems and achieve the intended object, the invention according to claim 1 is provided in a concrete floor in a groove-like and / or arrangement in which the upper edge is exposed on the floor surface. In the drainage channel construction method of constructing a drainage channel and / or a drainage channel constructed by burying a bowl-shaped drainage channel unit,
The drainage channel unit is made of a stainless steel bottom component constituting the drainage groove and / or the bottom inner surface of the catchment basin, and a stainless steel constituting a lid receiving part exposed at the upper edge of the drainage groove and / or the catchment basin. Side wall molding for forming the drainage channel unit between the bottom component member and the upper edge component member by molding the side wall portion of the drainage channel with concrete. It is characterized in that it is installed on a concrete floor support base with a template interposed, and the floor concrete is placed on the concrete floor support base by embedding the drainage channel unit.

請求項2に記載の発明の特徴は、前記請求項1の構成に加え、前記コンクリート床支持基盤上に、前記排水路ユニットの底部構成部材を支持させるための底部構成部材支持用ボルトを立設し、該底部構成部材支持用ボルトに対して前記底部構成部材を高さ調整可能に支持させることにある。   According to a second aspect of the present invention, in addition to the structure of the first aspect, a bottom component supporting bolt for supporting the bottom component of the drainage channel unit is erected on the concrete floor support base. Then, the bottom component member is supported by the bottom component member supporting bolt so that the height can be adjusted.

請求項3に記載の発明の特徴は、前記請求項2の構成に加え、前記排水路ユニットの底部構成部材には、前記ユニット支持ボルトが貫通される支持金具を長手方向に間隔をおいて複数備え、該支持金具のユニット支持ボルトに対する固定高さを、該ユニット支持ボルトに螺合したナットの位置調整によって水勾配を調整することにある。
請求項4に記載の発明の特徴は、前記請求項1,2又は3の構成に加え、前記排水路ユニットの上縁構成部材は、前記底部構成部材とは別の支持部材によって前記コンクリート床支持基盤に支持させることにある。
According to a third aspect of the present invention, in addition to the configuration of the second aspect, a plurality of support fittings through which the unit support bolts pass are provided in the bottom constituent member of the drainage channel unit at intervals in the longitudinal direction. And fixing the height of the support bracket to the unit support bolt by adjusting the water gradient by adjusting the position of a nut screwed to the unit support bolt.
According to a fourth aspect of the present invention, in addition to the structure of the first, second or third aspect, the upper edge constituent member of the drainage channel unit is supported by the concrete floor by a support member different from the bottom part constituent member. It is to support the base.

請求項5に記載の発明の特徴は、前記請求項1〜3又は4の構成に加え、前記排水溝の底部内面を構成するステンレス製の底部構成部材は、その溝底面が、幅方向の中央部分を低く両側部に到るにしたがって高く傾斜させた傾斜面によって断面V字型に成形されているものを使用することにある。   The feature of the invention described in claim 5 is that, in addition to the configuration of claims 1 to 3 or 4, the bottom constituent member made of stainless steel constituting the bottom inner surface of the drainage groove has a groove bottom surface in the center in the width direction. The object is to use a portion which is formed into a V-shaped cross section by an inclined surface which is inclined to be lower as it reaches the lower and lower sides.

本発明においては、排水路ユニットを、排水溝及び/又は集水桝の底部内面を構成するステンレス製の底部構成部材と、前記排水溝及び/又は集水桝の上縁に露出した蓋受け部を構成するステンレス製の上縁部構成部材とをもって構成し、該排水路ユニットを、その前記底部構成部材と上縁部構成部材との間に、排水路の側壁部をコンクリート打設によって成型するための側壁成型型板を介在させてコンクリート床支持基盤上に設置し、該排水路ユニットを埋め込んで前記コンクリート床支持基盤上に床コンクリートを打設することとしたことにより、定型寸法の底部構成部材及び上縁部構成部材を使用して食品製造施設等の設置場所の状況に適応した排水路ユニットを形成することができ、コストの低減を図ることができる。また、排水路ユニット設置作業とコンクリート型枠・グレーチング枠設置作業とを一の業者が一括して作業することができ施工時間の短縮及び工費の低減を図ることができる。   In the present invention, the drainage channel unit is made of a bottom part constituting member made of stainless steel that constitutes the inner surface of the bottom part of the drainage groove and / or the drainage basin, and the lid receiving part exposed at the upper edge of the drainage groove and / or the drainage basin. And forming the drainage channel unit between the bottom component member and the upper edge component member by casting the side wall of the drainage channel with concrete. The bottom structure of the fixed size is determined by installing the side wall molding template for the concrete floor supporting base, embedding the drainage channel unit and placing the floor concrete on the concrete floor supporting base. By using the member and the upper edge constituent member, it is possible to form a drainage channel unit adapted to the situation of the installation place such as a food manufacturing facility, and to reduce the cost. In addition, one contractor can perform the drainage channel unit installation work and the concrete mold / grating frame installation work in a lump, so that the construction time can be shortened and the construction cost can be reduced.

また本発明では、コンクリート床支持基盤上に、前記排水路ユニットの底部構成部材を支持させるための底部構成部材支持用ボルトを立設し、該底部構成部材支持用ボルトに対して前記底部構成部材を高さ調整可能に支持させるようにしたことにより、底部構成部材を好適にコンクリート床支持基盤上に設置することができる。   In the present invention, on the concrete floor support base, a bottom component member supporting bolt for supporting the bottom component member of the drainage channel unit is erected, and the bottom component member is supported with respect to the bottom component member supporting bolt. Is supported so that the height can be adjusted, so that the bottom component can be suitably installed on the concrete floor support base.

更に本発明では、排水路ユニットの底部構成部材に、前記ユニット支持ボルトが貫通される支持金具を長手方向に間隔をおいて複数備え、該支持金具のユニット支持ボルトに対する固定高さを、該ユニット支持ボルトに螺合したナットの位置調整によって水勾配を調整することにより、定型寸法の底部構成部材を使用して高精度の水勾配を設定することができ、コストの低減を図ることができる。   Further, in the present invention, the bottom component member of the drainage channel unit is provided with a plurality of support fittings through which the unit support bolt penetrates at intervals in the longitudinal direction, and the fixing height of the support fitting with respect to the unit support bolt is set to the unit. By adjusting the water gradient by adjusting the position of the nut screwed to the support bolt, a highly accurate water gradient can be set using a bottom component member having a fixed size, and the cost can be reduced.

更に本発明では、排水路ユニットの上縁構成部材は、前記底部構成部材とは別の支持部材によって前記コンクリート床支持基盤に支持させるようにしたことにより、上縁部構成部材を底部構成部材とは別に、その必要な高さを及び傾斜を容易に設定できる。   Furthermore, in the present invention, the upper edge constituent member of the drainage channel unit is supported on the concrete floor support base by a support member different from the bottom constituent member, so that the upper edge constituent member is the bottom constituent member. Apart from that, its required height and inclination can be set easily.

更に本発明では、排水溝の底部内面を構成するステンレス製の底部構成部材に、その溝底面を、幅方向の中央部分を低く両側部に到るにしたがって高く傾斜させた断面V字型に成形されているものを使用することにより、掃除がし易く、また、流量が少ない場合においても流速が低下せず、沈殿物が堆積しにくいものとなる。   Furthermore, in the present invention, the bottom surface component member made of stainless steel constituting the bottom inner surface of the drainage groove is formed into a V-shaped cross section in which the bottom surface of the groove is inclined higher toward the lower and lower side portions of the width direction. By using what is done, it is easy to clean, and even when the flow rate is small, the flow rate does not decrease and the deposits are difficult to deposit.

先ず、本発明によって構築される排水路の構造について説明する。   First, the structure of the drainage channel constructed according to the present invention will be described.

図1は本発明に係る排水路の概略を示し、図中符号10はコンクリート床支持基盤、符号11はコンクリート床である。   FIG. 1 shows an outline of a drainage channel according to the present invention. In the figure, reference numeral 10 denotes a concrete floor support base, and reference numeral 11 denotes a concrete floor.

この排水路は、コンクリート床11内に集水桝ユニット12及び排水溝ユニット13からなる排水路ユニットがそれぞれ床表面に上縁部を露出させた配置に埋設されてなり、排水溝ユニット13の一方の端部が集水桝ユニット12の側部に接続され、床面上に流された水が排水溝を通して集水桝に集水され、集水桝の下端に接続された排出管14を通して下水道等の排水路に排水されるようになっている。   This drainage channel is formed by embedding a drainage channel unit composed of a drainage basin unit 12 and a drainage groove unit 13 in a concrete floor 11 with the upper edge exposed on the floor surface. The end of the basin is connected to the side of the drainage basin unit 12, and the water that has flowed on the floor surface is collected in the basin through the drainage ditch, and through the discharge pipe 14 connected to the lower end of the basin. It is drained to the drainage channel.

集水桝ユニット12は、図2に示すように、集水桝の底部を構成するステンレス製の集水桝用底部構成部材15と、集水桝用底部構成部材15の周囲側部に縦向きに支持された集水桝用側壁成型型板16と、集水桝用側壁成型型板16の上端に支持された集水桝用上縁部構成部材17と、集水桝用上縁部構成部材17上に戴置されたグレーチング(蓋)18とをもって構成されている。   As shown in FIG. 2, the drainage basin unit 12 has a stainless steel drainage bottom constituent member 15 that constitutes the bottom of the drainage trough, and a vertical orientation on the peripheral side portion of the drainage trough bottom constituent member 15. The side wall molding template 16 for the drainage basin supported on the upper side, the upper edge component member 17 for the drainage basin supported on the upper end of the side wall molding template 16 for the drainage basin, and the upper edge configuration for the drainage basin It comprises a grating (lid) 18 placed on the member 17.

また、この集水桝ユニット12内には、集塵用のバスケット19が上面開口部より取り出し可能に設置されている。   In addition, a dust collecting basket 19 is installed in the water collecting unit 12 so that it can be taken out from the upper surface opening.

集水桝用底部構成部材15は、平板状の底板部20と、該底板部20の周囲4辺より立ち上げた配置の側板部21,21…と、前記底板部20に桝内部と連通配置に突設させた下向きの排水管部22とを備え、ステンレス材により一体に形成されている。   The bottom collecting member 15 for the drainage basin has a flat bottom plate portion 20, side plate portions 21, 21,..., Arranged so as to rise from the four sides around the bottom plate portion 20, and the bottom plate portion 20 communicated with the inside of the tub. And a downward draining pipe portion 22 projecting from the bottom, and is integrally formed of a stainless steel material.

各側板部21,21…は、上端部に枠体受け部23が一体に形成され、枠体受け部23に集水桝用側壁成型型板16の下端部が支持されるようになっている。   Each of the side plate portions 21, 21... Is integrally formed with a frame body receiving portion 23 at the upper end portion, and the lower end portion of the side wall mold template 16 for the water collecting tank is supported by the frame body receiving portion 23. .

また、側板部21の外側面には、コンクリート床支持基盤10上に立設された底部構成部材支持用ボルト24に固定される支持金具25が一体に固定されている。   Further, on the outer side surface of the side plate portion 21, a support fitting 25 fixed to a bottom component member supporting bolt 24 erected on the concrete floor support base 10 is integrally fixed.

支持金具25は、側板部21に溶接等により固定された固定部26と、固定部26の下縁より外向きに突出させた配置の挿通部27とをもって断面L字型に形成され、挿通部27には挿通孔が形成されている。   The support fitting 25 is formed in an L-shaped cross section with a fixing portion 26 fixed to the side plate portion 21 by welding or the like, and an insertion portion 27 arranged to protrude outward from the lower edge of the fixing portion 26. An insertion hole is formed in 27.

この支持金具25は、コンクリート床支持基盤10上に立設された棒状の底部構成部材支持用ボルト24の端部を挿通孔に挿通させ、挿通部27を挟む配置に底部構成部材支持用ボルト24にナット28,28を螺合させることにより、任意の高さ位置に固定できるようになっている。   The support metal fitting 25 is inserted into the insertion hole at the end of a rod-like bottom component supporting bolt 24 erected on the concrete floor support base 10 and the bottom component supporting bolt 24 is arranged so as to sandwich the insertion portion 27. The nuts 28 and 28 are screwed together to be fixed at an arbitrary height position.

また、支持金具25には、一方の端部がコンクリート床支持基盤10に固定された鉄筋等の補強支持部材29の他方の端部を溶接等により固定する。   Further, the other end of the reinforcing support member 29 such as a reinforcing bar whose one end is fixed to the concrete floor support base 10 is fixed to the support metal fitting 25 by welding or the like.

尚、図中符号30は排水管部22と排出管14とを連結する為のソケットである。   In the figure, reference numeral 30 denotes a socket for connecting the drain pipe portion 22 and the discharge pipe 14.

集水桝用側壁成型型板16は、板材をもって構成され、集水桝ユニット12の高さ(深さ)によってその縦方向長さh1が決定され、工場において予め形成しておくようになっている。   The side wall mold template 16 for the water collecting basin is composed of a plate material, and its longitudinal length h1 is determined by the height (depth) of the water collecting basin unit 12, and is previously formed in the factory. Yes.

集水桝用上縁部構成部材17は、集水桝用側壁成型型板16の上端に水平配置に支持されるとともに、鉄筋等の支持部材31,31を介してコンクリート床支持基盤10に支持させている。   The upper edge constituting member 17 for the water collecting basin is supported horizontally on the upper end of the side wall molding template 16 for the water collecting basin, and is supported on the concrete floor support base 10 via the supporting members 31, 31 such as reinforcing bars. I am letting.

この集水桝用上縁部構成部材17は、下端内縁部に内向きに突設された戴置部32を備え、この戴置部32にグレーチング18の側縁が支持されるようになっている。   The upper edge constituting member 17 for the catchment basin includes a placing portion 32 projecting inwardly at the inner edge of the lower end, and the side edge of the grating 18 is supported by the placing portion 32. Yes.

このように構成された集水桝ユニット12は、集水桝用側壁成型型板16の縦方向長さh1を変えることにより、定型寸法の大量生産可能な集水桝用底部構成部材15及び集水桝用上縁部構成部材17を使用しても各設置施設に適応した集水桝を構成することができ、それによって生産コストを低減することができるようになっている。   The drainage basin unit 12 configured in this manner is configured to change the vertical length h1 of the sidewall of the drainage basin 16 to the bottom basin 15 for the basin for mass production that can be mass-produced with a fixed size. Even when the water tank upper edge component 17 is used, it is possible to form a water collecting tank adapted to each installation facility, thereby reducing the production cost.

排水溝ユニット13は、図3に示すように、排水溝の底部を構成する溝用底部構成部材40と、溝用底部構成部材40の側部に縦向きに支持された溝用側壁成型型板41と、溝用側壁成型型板41の上端に支持された溝用上縁部構成部材42と、溝用上縁部構成部材42上に戴置されたグレーチング43とをもって構成され、ユニット底部には排水効率を考慮して集水桝側に向けて傾いた水勾配がつけられている。   As shown in FIG. 3, the drainage groove unit 13 includes a groove bottom constituent member 40 that forms the bottom of the drainage groove, and a groove sidewall molding template that is vertically supported on the side of the groove bottom constituent member 40. 41, a groove upper edge constituent member 42 supported on the upper end of the groove side wall molding template 41, and a grating 43 placed on the groove upper edge constituent member 42. In consideration of drainage efficiency, the water slope is inclined toward the catchment side.

この溝用底部構成部材40は、複数のステンレス製の本体部材44,44…を長手方向に連設することにより形成され、勾配方向に傾けて設置されている。   The groove bottom component member 40 is formed by connecting a plurality of stainless steel main body members 44, 44,... In the longitudinal direction, and is inclined to the gradient direction.

また、この溝用底部構成部材40は、連設する本体部材44の本数と、最端の本体部材44を切断して長さ調整することで任意の長さとしている。   The groove bottom component member 40 has an arbitrary length by adjusting the length by cutting the number of the main body members 44 provided continuously and cutting the outermost main body member 44.

各本体部材44は、図4に示すように、中央部が深く形成された溝底面45と、溝底面45の両側縁より立ち上げた側板部46,46と、側板部46の外側面に支持された支持金具47とを備え、支持金具47を介してコンクリート床支持基盤10上に立設された底部構成部材支持ボルト48に支持されるようになっている。   As shown in FIG. 4, each main body member 44 is supported by a groove bottom surface 45 having a deep central portion, side plate portions 46 and 46 raised from both side edges of the groove bottom surface 45, and an outer surface of the side plate portion 46. The support member 47 is provided, and is supported by the bottom component member support bolts 48 erected on the concrete floor support base 10 via the support member 47.

溝底面45は、幅方向の中央部分45aを最も低くし、その両側に両側部に到るにしたがって高く傾斜させた傾斜面45b,45bを一体に備えた断面V字型に成形されている
また、最端の本体部材44は、端部が端板により閉鎖されている。
The bottom surface 45 of the groove is formed into a V-shaped cross section integrally including inclined surfaces 45b and 45b that have the lowest central portion 45a in the width direction and are inclined higher toward both sides on both sides thereof. The end of the main body member 44 is closed by an end plate.

各側板部46,46は、上端部に枠体受け部49が一体に形成され、枠体受け部49に溝用側壁成型型板41の下端部が支持されるようになっている。   The side plate portions 46, 46 are integrally formed with a frame body receiving portion 49 at the upper end portion, and the lower end portion of the groove side wall molding template 41 is supported by the frame body receiving portion 49.

支持金具47は、側板部46に溶接等により固定された固定部50と、固定部50の下縁より外向きに突出させた配置の挿通部51とをもって断面L字型に形成され、挿通部51には、長穴上の挿通孔52が形成され、棒状の底部構成部材支持ボルト48が挿通され、挿通部51を挟んで底部構成部材支持ボルトの上下にナット53,53を螺合させて挟持することにより任意の高さ位置に固定できるようになっている。   The support fitting 47 is formed in an L-shaped cross section with a fixed portion 50 fixed to the side plate portion 46 by welding or the like, and an insertion portion 51 arranged to protrude outward from the lower edge of the fixed portion 50. 51, an insertion hole 52 on the elongated hole is formed, and a rod-like bottom component supporting bolt 48 is inserted, and nuts 53, 53 are screwed up and down on the bottom component supporting bolt across the insertion component 51. It can be fixed at an arbitrary height position by clamping.

底部構成部材支持ボルト48には、グリップボルトを使用し、他方の端部の外周部にはネジ部が形成されている。   A grip bolt is used for the bottom component supporting bolt 48, and a screw portion is formed on the outer peripheral portion of the other end.

支持金具47,47は、本体部材44の両側部に、それぞれ長手方向に間隔をおいて複数固定されており、長手方向に連なる各支持金具47,47の固定高さ位置をそれぞれ変えること、即ち集水桝側を低い位置、集水桝より遠ざかる側を高い位置に固定することによって、本体部材44を勾配方向に向けて斜めに設置することができる。   A plurality of support brackets 47 and 47 are fixed to both side portions of the main body member 44 at intervals in the longitudinal direction, and the fixing height positions of the respective support brackets 47 and 47 continuous in the longitudinal direction are changed, that is, By fixing the water collecting basin side to a low position and the side farther from the water collecting basin to a high position, the main body member 44 can be installed obliquely in the gradient direction.

また、この支持金具47には、一方の端部がコンクリート床支持基盤30に固定された鉄筋等の補助支持部材54の他端を溶接等により固定する。   Further, the other end of the auxiliary support member 54 such as a reinforcing bar whose one end is fixed to the concrete floor support base 30 is fixed to the support fitting 47 by welding or the like.

溝用側壁成型型板41は、図5に示すように、予め工場等の製作現場において形成された下縁部が水勾配に応じて斜め(傾斜角度s)に傾斜した板材55,55…をもって構成されている。   As shown in FIG. 5, the groove side wall mold 41 has plate members 55, 55... Which are inclined in advance (inclination angle s) at the lower edge portion formed in advance at a production site such as a factory. It is configured.

各板材55、55は、ともに隣り合う板材同士の上縁及び下縁がともに連続配置となるように形成されている。   Each of the plate members 55 and 55 is formed so that the upper edge and the lower edge of the adjacent plate members are continuously arranged.

溝用上縁部構成部材42は、溝用側壁成型型板41の上端に水平配置に支持されるとともに、鉄筋等の支持部材56,56を介してコンクリート床支持基盤10に支持されている。   The groove upper edge constituent member 42 is supported horizontally on the upper end of the groove side wall molding template 41 and supported by the concrete floor support base 10 via support members 56 and 56 such as reinforcing bars.

溝用上縁部構成部材42は、下端内縁に内向きに突設された蓋受け部57を有し、該蓋受け部57にグレーチング43を側縁部が支持されるようになっている。   The upper edge portion constituting member 42 for grooves has a lid receiving portion 57 projecting inwardly at the inner edge of the lower end, and the side edge portion of the grating 43 is supported by the lid receiving portion 57.

このように構成された排水溝ユニット13は、溝用側壁成型型板41の下縁部を水勾配に対応して斜めに形成することにより、定型寸法で大量生産可能な溝用底部構成部材40及び溝用上縁部構成部材42を使用して食品加工施設等の設置場所に適応した形態の排水溝を形成することができる。   The drainage groove unit 13 configured as described above has a groove bottom portion component member 40 that can be mass-produced with a fixed size by forming the lower edge portion of the groove sidewall molding template 41 obliquely corresponding to the water gradient. And the drainage groove of the form adapted to installation places, such as a food processing facility, can be formed using the upper edge part structural member 42 for grooves.

次に、この排水路の構築方法について説明する。   Next, the construction method of this drainage channel is demonstrated.

この排水路は、コンクリート床支持基盤10上に集水桝ユニット12及び排水溝ユニット13を所定の配置に設置し、その周囲にコンクリートを打設することにより、集水桝ユニット12及び排水溝ユニット13をコンクリート床11表面に上縁部が露出した配置にコンクリート床11内に埋設することにより構築する。   In this drainage channel, the drainage basin unit 12 and the drainage groove unit 13 are installed on the concrete floor support base 10 in a predetermined arrangement, and concrete is placed around the drainage basin unit 12 and the drainage groove unit. 13 is embedded in the concrete floor 11 in an arrangement in which the upper edge is exposed on the surface of the concrete floor 11.

集水桝ユニット12の設置は、まず、コンクリート床支持基盤10上に底部構成部材支持用ボルト24,24…を立設し、その底部構成部材支持用ボルト24の任意高さ位置に支持金具25を固定し、各支持金具25,25…のレベルを調整し、集水桝用底部構成部材15を水平配置に設置し、ソケット30を介して排水管部22と排出管14とを接続する。   In order to install the water collecting unit 12, first, the bottom component member supporting bolts 24, 24... Are erected on the concrete floor support base 10, and the support bracket 25 is placed at an arbitrary height position of the bottom component member supporting bolt 24. Are fixed, the level of each support fitting 25, 25... Is adjusted, the bottom collecting member 15 for the water collecting basin is installed in a horizontal arrangement, and the drain pipe section 22 and the discharge pipe 14 are connected via the socket 30.

尚、設置した集水桝ユニット12内には、互いに向かい合う側板部間に架け渡してスティフナを設置しておくことが好ましい。   In addition, it is preferable to install a stiffener between the side plate portions facing each other in the installed water collecting unit 12.

次に、集水桝用底部構成部材15の周囲四辺部の側板部21,21…に、工場等で予め任意の縦方向長さh1に形成された板状の集水桝用側壁成型型板16を枠体受け部23に戴置するとともに固定する。   Next, on the side plate parts 21, 21,... Around the bottom collecting member 15 for the water collecting tank, a plate-shaped side wall molding template for the water collecting tank formed in advance in an arbitrary vertical length h1 at a factory or the like. 16 is placed on the frame receiving portion 23 and fixed.

そして、集水桝用側壁成型型板16の上端に集水桝用上縁部構成部材17を戴置し、この集水桝用上縁部構成部材17と集水桝用側壁成型型板16とを固定する。   Then, the upper edge component member 17 for the drainage basin 17 is placed on the upper end of the sidewall molding template 16 for the drainage basin. And fix.

更に、鉄筋等の支持部材31の一方の端部を集水桝用上縁部構成部材17の側面部に固定し、他方の端部をコンクリート床支持基盤10に固定することにより支持部材31を介して集水桝用上縁部構成部材17をコンクリート床支持基盤10に支持させる。   Furthermore, one end portion of the support member 31 such as a reinforcing bar is fixed to the side surface portion of the upper edge constituting member 17 for the drainage basin, and the other end portion is fixed to the concrete floor support base 10 to fix the support member 31. The upper edge constituent member 17 for the catchment basin is supported by the concrete floor support base 10 through the via.

これで、集水桝ユニット12の設置が完了する。   This completes the installation of the water collecting unit 12.

次に、排水溝ユニット13を一方端部が集水桝ユニット12の側面部、即ち、一方の側部型枠体16に接続される配置に設置する。   Next, the drainage groove unit 13 is installed in an arrangement in which one end is connected to the side surface of the water collecting unit 12, that is, one side mold body 16.

まず、溝用底部構成部材40を水勾配方向に向けて斜めに設置する。即ち、斜めに傾けた複数の本体部材44,44…を長手方向に向けて順次連設する。   First, the groove bottom component member 40 is installed obliquely toward the water gradient direction. That is, a plurality of body members 44, 44... Inclined obliquely are successively arranged in the longitudinal direction.

各本体部材44は、コンクリート床支持基盤10上の所定の位置に棒状の底部構成部材支持ボルト48,48…を立設しておき、長手方向に間隔をおいて備えられた複数の支持金具47,47の内、集水桝側のものを低い位置に固定し、順次集水桝より遠ざかる順に高い位置に固定することにより、所定の水勾配(傾斜角度s)をなすよう設置する。   Each main body member 44 is provided with a plurality of support fittings 47 provided with rod-like bottom component supporting bolts 48, 48... Standing at predetermined positions on the concrete floor support base 10 and spaced in the longitudinal direction. , 47 are fixed at a low position on the side of the catchment basin, and fixed at a higher position in order of increasing distance from the catchment basin, so that a predetermined water gradient (inclination angle s) is formed.

各支持金具47,47のレベルをチェックし、支持金具47,47の底部構成部材支持ボルトに対する固定位置が確定したら、補強支持部材54の端部を支持金具47に溶接等で固定し、溝用底部構成部材40を補強する。   After checking the level of each support fitting 47, 47 and fixing the fixing position of the support fitting 47, 47 to the bottom component member support bolt, the end of the reinforcing support member 54 is fixed to the support fitting 47 by welding or the like, and the groove The bottom component member 40 is reinforced.

尚、長手方向に間隔をおき、両側板部間に架け渡す配置に複数のスティフナを設置することが好ましい。   In addition, it is preferable to install a some stiffener in the arrangement | positioning spanning between both side board parts at intervals in a longitudinal direction.

次に、工場等で予め水勾配、即ち溝用底部構成部材40の設置角度に対応して下縁部を斜め(傾斜角度s)に形成した板材55,55を、溝用底部構成部材40の側部、即ち枠受け部49上に縦向きに戴置させて溝用側壁成型型板41を設置し、溝用側壁成型型板41の下端部を側板部46の上端に固定する。   Next, the plate members 55 and 55 having the lower edge formed obliquely (inclination angle s) corresponding to the water gradient, that is, the installation angle of the groove bottom component member 40 in advance at a factory or the like, are formed on the groove bottom component member 40. The groove side wall molding template 41 is placed on the side portion, that is, the frame receiving portion 49 in the vertical direction, and the lower end portion of the groove side wall molding template 41 is fixed to the upper end of the side plate portion 46.

このようにすることによって、溝用側壁成型型板41の上縁部は水平配置に連続する。   By doing in this way, the upper edge part of the side wall mold template 41 for grooves continues in horizontal arrangement | positioning.

この溝用側壁成型型板41の上端に、溝用上縁部構成部材42を水平配置に戴置し、溝用側壁成型型板41の上端に溝用上縁部構成部材42を固定する。   A groove upper edge constituent member 42 is placed horizontally on the upper end of the groove side wall molding template 41, and the groove upper edge constituent member 42 is fixed to the upper end of the groove side wall molding template 41.

更に、鉄筋等からなる支持部材55の一方の端部を溝用上縁部構成部材42の側部に固定し、他方の端部をコンクリート床支持基盤10に固定し、支持部材56を介して溝用上縁部構成部材42をコンクリート床支持基盤10に支持させる。   Further, one end portion of the support member 55 made of a reinforcing bar or the like is fixed to the side portion of the groove upper edge constituent member 42, and the other end portion is fixed to the concrete floor support base 10, and the support member 56 is interposed. The upper edge constituting member 42 for grooves is supported on the concrete floor support base 10.

これで排水溝ユニット13の設置が完了する。   This completes the installation of the drainage groove unit 13.

そして、集水桝ユニット12及び排水溝ユニット13の周囲にコンクリートを打設してコンクリート床11を形成し、コンクリート硬化後、スティフナを除去する。   Then, concrete is cast around the drainage basin unit 12 and the drainage groove unit 13 to form the concrete floor 11, and after the concrete is hardened, the stiffener is removed.

最後に、集水桝ユニット12及び排水溝ユニット13の上縁部、即ち上縁部構成部材17,42にグレーチング18,43を戴置し、集水桝ユニット12及び排水溝ユニット13がその上縁部をコンクリート床11表面に露出させた配置にコンクリート床11内に埋設され、排水路の構築が完了する。   Finally, the gratings 18 and 43 are placed on the upper edge portions of the catchment unit 12 and the drainage groove unit 13, that is, the upper edge constituent members 17 and 42. The edge is embedded in the concrete floor 11 in an arrangement in which the surface of the concrete floor 11 is exposed, and the construction of the drainage channel is completed.

尚、上述の実施例では、集水桝の一方側にのみ排水溝を配置した例について説明したが、集水桝の両側に排水溝が配置された構成であってもよい。   In the above-described embodiment, the example in which the drainage grooves are disposed only on one side of the catchment basin has been described. However, the drainage grooves may be disposed on both sides of the catchment basin.

また、上述の実施例では、支持部材と支持金具とをナットにより固定した例について説明したが、支持部材と支持金具とを溶接やその他の固定手段により固定してもよい。   Moreover, although the example which fixed the support member and the support metal fitting with the nut was demonstrated in the above-mentioned Example, you may fix a support member and the support metal fitting by welding or other fixing means.

尚、上述の実施例では、食品加工施設用の排水路を例に説明したが、道路の側溝や公園に設けられた排水溝等にも適用することができる。   In addition, although the above-mentioned Example demonstrated the drainage channel for food processing facilities as an example, it is applicable also to the drainage channel etc. which were provided in the side ditch of the road, the park.

本発明に係る排水路の概略を示す断面図である。It is sectional drawing which shows the outline of the drainage channel which concerns on this invention. 図1中の集水桝ユニットの設置状態を示す断面図である。It is sectional drawing which shows the installation state of the catchment unit in FIG. 同上の排水溝ユニットの設置状態を示す断面図である。It is sectional drawing which shows the installation state of a drain ditch unit same as the above. 図3中の本体部材を示す平面図である。It is a top view which shows the main body member in FIG. 同上の溝用側壁成型型板を示す側面図である。It is a side view which shows the side wall mold template for a groove | channel same as the above. 従来の排水路の一例を示す断面図である。It is sectional drawing which shows an example of the conventional drainage channel.

符号の説明Explanation of symbols

10 コンクリート床支持基盤
11 コンクリート床
12 集水桝ユニット
13 排水溝ユニット
14 排出管
15 集水桝用底部構成部材
16 集水桝用側壁成型型板
17 集水桝用上縁部構成部材
18 グレーチング
19 バスケット
20 底板部
21 側板部
22 排水管部
23 枠体受け部
24 底部構成部材支持用ボルト
25 支持金具
26 固定部
27 挿通部
28 ナット
29 補強支持部材
30 ソケット
31 支持部材(鉄筋)
32 戴置部
40 溝用底部構成部材
41 溝用側壁成型型板
42 溝用上縁部構成部材
43 グレーチング
44 本体部材
45 底部
46 側部板
47 支持金具
48 底部構成部材支持用ボルト
49 枠体受け部
50 固定部
51 挿通部
52 挿通孔
53 ナット
54 補強支持部材
55 板材
56 支持部材(鉄筋)
57 蓋受け部
DESCRIPTION OF SYMBOLS 10 Concrete floor support base 11 Concrete floor 12 Catchment unit 13 Drainage unit 14 Drain pipe 15 Catchment bottom part component 16 Catchment side wall molding template 17 Catchment top edge component 18 Grating 19 Basket 20 Bottom plate portion 21 Side plate portion 22 Drain pipe portion 23 Frame body receiving portion 24 Bottom component member supporting bolt 25 Support bracket 26 Fixing portion 27 Inserting portion 28 Nut 29 Reinforcing support member 30 Socket 31 Support member (rebar)
32 Mounting part 40 Groove bottom component member 41 Groove side wall molding template 42 Groove upper edge component member 43 Grating 44 Body member 45 Bottom 46 Side plate 47 Support bracket 48 Bottom component member support bolt 49 Frame body receiver Part 50 Fixed part 51 Insertion part 52 Insertion hole 53 Nut 54 Reinforcement support member 55 Plate material 56 Support member (rebar)
57 Lid holder

Claims (5)

コンクリート床内に、その床表面に上縁部が露出した配置に溝状及び/又は桝状の排水路ユニットを埋設することによって排水溝及び/又は集水桝を構成させた排水路を構築する排水路構築方法において、
前記排水路ユニットは、排水溝及び/又は集水桝の底部内面を構成するステンレス製の底部構成部材と、前記排水溝及び/又は集水桝の上縁に露出した蓋受け部を構成するステンレス製の上縁部構成部材とから構成され、該排水路ユニットを、その前記底部構成部材と上縁部構成部材との間に、排水路の側壁部をコンクリート打設によって成型するための側壁成型型板を介在させてコンクリート床支持基盤上に設置し、該排水路ユニットを埋め込んで前記コンクリート床支持基盤上に床コンクリートを打設することを特徴としてなる排水路構築方法。
In the concrete floor, a drainage channel with drainage channels and / or drainage basins is constructed by burying channel-shaped and / or bowl-shaped drainage channel units in an arrangement where the upper edge is exposed on the floor surface. In the drainage channel construction method,
The drainage channel unit is made of a stainless steel bottom component constituting the drainage groove and / or the bottom inner surface of the catchment basin, and a stainless steel constituting a lid receiving part exposed at the upper edge of the drainage groove and / or the catchment basin. Side wall molding for forming the drainage channel unit between the bottom component member and the upper edge component member by molding the side wall portion of the drainage channel with concrete. A drainage channel construction method characterized in that it is installed on a concrete floor support base with a template interposed, the drainage channel unit is embedded, and floor concrete is placed on the concrete floor support base.
前記コンクリート床支持基盤上に、前記排水路ユニットの底部構成部材を支持させるための底部構成部材支持用ボルトを立設し、該底部構成部材支持用ボルトに対して前記底部構成部材を高さ調整可能に支持させてなる請求項1に記載の排水路構築方法。   A bottom component supporting bolt for supporting the bottom component of the drainage channel unit is erected on the concrete floor support base, and the height of the bottom component is adjusted with respect to the bottom component supporting bolt. The drainage channel construction method according to claim 1, wherein the drainage channel construction method is supported. 前記排水路ユニットの底部構成部材には、前記ユニット支持ボルトが貫通される支持金具を長手方向に間隔をおいて複数備え、該支持金具のユニット支持ボルトに対する固定高さを、該ユニット支持ボルトに螺合したナットの位置調整によって水勾配を調整する請求項2に記載の排水路構築方法。   The bottom structural member of the drainage channel unit is provided with a plurality of support fittings through which the unit support bolt penetrates at intervals in the longitudinal direction, and the fixing height of the support fitting with respect to the unit support bolt is set in the unit support bolt. The drainage channel construction method according to claim 2, wherein the water gradient is adjusted by adjusting the position of the screwed nut. 前記排水路ユニットの上縁構成部材は、前記底部構成部材とは別の支持部材によって前記コンクリート床支持基盤に支持させる請求項1,2又は3に記載の排水路構築方法。   The drainage path construction method according to claim 1, 2 or 3, wherein the upper edge constituent member of the drainage channel unit is supported on the concrete floor support base by a support member different from the bottom constituent member. 前記排水溝の底部内面を構成するステンレス製の底部構成部材は、その溝底面が、幅方向の中央部分を低く両側部に到るにしたがって高く傾斜させた傾斜面によって断面V字型に成形されているものを使用する請求項1〜3又は4に記載の排水路構築方法。   The stainless steel bottom constituent member constituting the bottom inner surface of the drainage groove is formed into a V-shaped cross section by an inclined surface in which the groove bottom surface is inclined higher as it reaches the lower and both side portions in the width direction. The drainage channel construction method according to claim 1 or 4 using what is used.
JP2005341382A 2005-11-28 2005-11-28 Drainage channel construction method Pending JP2007146457A (en)

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Cited By (4)

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Publication number Priority date Publication date Assignee Title
JP2014111872A (en) * 2012-11-08 2014-06-19 Kyodo Valve Shoji Kk Drainage unit
CN104088353A (en) * 2014-07-04 2014-10-08 武汉盛世永昌装饰工程有限公司 Drainage system of floor and construction method of drainage system
CN114263260A (en) * 2022-01-19 2022-04-01 安徽禹舜建设工程有限公司 Large-diameter drainage pipeline construction assembly for hydraulic engineering and construction method
JP2022057442A (en) * 2020-09-30 2022-04-11 大東建託株式会社 Water gathering basin device of building foundation

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JPH0835246A (en) * 1994-07-21 1996-02-06 Inoac Corp Groove structure for drainage, water supply piping, and wiring
JPH09328806A (en) * 1996-06-10 1997-12-22 Inoac Corp Resin gutter
JPH1030268A (en) * 1996-07-15 1998-02-03 Inoac Corp Drain ditch made of resin
JP2004011166A (en) * 2002-06-04 2004-01-15 Taisei Corp Drain ditch unit
JP2004100240A (en) * 2002-09-09 2004-04-02 Horkos Corp Stainless steel-made thin type drain gutter and its construction method

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JPH0835246A (en) * 1994-07-21 1996-02-06 Inoac Corp Groove structure for drainage, water supply piping, and wiring
JPH09328806A (en) * 1996-06-10 1997-12-22 Inoac Corp Resin gutter
JPH1030268A (en) * 1996-07-15 1998-02-03 Inoac Corp Drain ditch made of resin
JP2004011166A (en) * 2002-06-04 2004-01-15 Taisei Corp Drain ditch unit
JP2004100240A (en) * 2002-09-09 2004-04-02 Horkos Corp Stainless steel-made thin type drain gutter and its construction method

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014111872A (en) * 2012-11-08 2014-06-19 Kyodo Valve Shoji Kk Drainage unit
CN104088353A (en) * 2014-07-04 2014-10-08 武汉盛世永昌装饰工程有限公司 Drainage system of floor and construction method of drainage system
JP2022057442A (en) * 2020-09-30 2022-04-11 大東建託株式会社 Water gathering basin device of building foundation
JP7498635B2 (en) 2020-09-30 2024-06-12 大東建託株式会社 Building foundation water collection basin device
CN114263260A (en) * 2022-01-19 2022-04-01 安徽禹舜建设工程有限公司 Large-diameter drainage pipeline construction assembly for hydraulic engineering and construction method
CN114263260B (en) * 2022-01-19 2023-09-12 安徽禹舜建设工程有限公司 Construction assembly and construction method for large-caliber drainage pipeline for hydraulic engineering

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