JPH0953275A - Box type street drain block - Google Patents

Box type street drain block

Info

Publication number
JPH0953275A
JPH0953275A JP22597895A JP22597895A JPH0953275A JP H0953275 A JPH0953275 A JP H0953275A JP 22597895 A JP22597895 A JP 22597895A JP 22597895 A JP22597895 A JP 22597895A JP H0953275 A JPH0953275 A JP H0953275A
Authority
JP
Japan
Prior art keywords
block
box
box type
street drain
type street
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
Application number
JP22597895A
Other languages
Japanese (ja)
Inventor
Takashi Tanahashi
棚橋  尚
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.)
MARUEI CONCRETE KOGYO KK
Original Assignee
MARUEI CONCRETE KOGYO KK
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 MARUEI CONCRETE KOGYO KK filed Critical MARUEI CONCRETE KOGYO KK
Priority to JP22597895A priority Critical patent/JPH0953275A/en
Publication of JPH0953275A publication Critical patent/JPH0953275A/en
Pending legal-status Critical Current

Links

Landscapes

  • Sewage (AREA)

Abstract

PROBLEM TO BE SOLVED: To eliminate cast-in-place concrete work other than the foundation and lid installation work to a conventional street drain, make it possible to reduce a construction period because of being good enough to install only a box type street drain block, adjust a channel with crushed stone, etc., instead of ready mixed concrete casting in a ground variable place and to economically manufacture it as a product. SOLUTION: Footing cobble stone 1 and footing concrete 2 with specific height are constructed, and in a box type street drain block installed on them, a mounting section of a joint metal fixture is formed in the joint end of the box type street drain block 4 to form an opening section in the top slab. Then, a block for head is provided to the end on the joint side inside the box type street drain block 4, and the projected bottom slab is provided on one side at a right angle lengthwise of the box type street drain block 4.

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、下水、雨水等の集水用
の箱型側溝ブロックに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a box-shaped gutter block for collecting sewage, rainwater and the like.

【0002】[0002]

【従来の技術】従来、基礎栗石を敷き詰め、その上に基
礎コンクリートを打設する。そのベース上端仕上げ面は
平滑に仕上げ、可変側溝を据えつける。高さ調整は敷モ
ルタルやライナーにて行い、側溝頂版開口部より生コン
クリートを投入し、インバートコンクリートを水路勾配
に応じて打設する。その後蓋をするものが一般的に知ら
れている。
2. Description of the Related Art Conventionally, foundation stones are laid and foundation concrete is placed thereon. The finished surface of the upper end of the base is made smooth and the variable side groove is installed. The height is adjusted with a floor mortar or liner, and fresh concrete is poured from the opening of the gutter top plate, and invert concrete is placed according to the slope of the water channel. It is generally known that a lid is attached thereafter.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、前記の
従来技術における可変側溝の頂版開口部より、インバー
ト部を生コンクリート投入でインバートコンクリート打
設作業が行われる。しかし開口部が狭いのでやりにくい
作業である。そして、その後、蓋を取り付ける作業をし
ていたが、これは手作業で手間がかかった。また、蓋の
上を車が通るとガタツキ、音がして騒音問題が発生して
いた。また、地盤高が変化する所に使用する時は、可変
側溝の内部に大量の生コンを投入し、水路敷高を調整し
ていた。また、大量の生コンを使うために不経済であっ
た。また、落差部の所では現場打にて落差用ブロックを
構築していた。そして、狭い所での作業で手間がかかる
という問題があった。
However, the invert concrete pouring work is performed by pouring fresh concrete into the invert portion through the top plate opening of the variable gutter in the above-mentioned prior art. However, it is a difficult task because the opening is narrow. Then, after that, I was working on attaching the lid, but this was a manual work and took time. Also, when a car passed over the lid, there was a rattling noise and a noise problem occurred. Also, when using it in a place where the ground height changes, a large amount of ready-mixed concrete was put into the variable gutter to adjust the canal height. In addition, it was uneconomical to use a large amount of ready-mixed concrete. Also, at the head of the head, a head block was constructed by hitting on the spot. And there is a problem that it takes time to work in a narrow place.

【0004】本発明は、この事情に鑑み、従来の可変側
溝に底版を取り付け、一体化成型し、天端の開口部を集
水孔にかえた箱型側溝ブロックとした。また、上記本体
の両側部に落差用ブロックを取り付け、中に砕石等を詰
め、その上をコンクリートでインバート仕上げする(こ
れは工場で製造すると良い)。また、本体の片側断面内
に落差用ブロックを取り付けた箱型側溝ブロックを提供
することを目的とするものである。
In view of this situation, the present invention provides a box-shaped gutter block in which a bottom plate is attached to a conventional variable gutter and integrally molded, and the opening at the top end is replaced with a water collecting hole. In addition, head blocks are attached to both sides of the main body, crushed stones, etc. are packed inside, and the top is inverted with concrete (this should be manufactured at the factory). It is another object of the present invention to provide a box-shaped gutter block in which a drop block is attached within a cross section of one side of the main body.

【0005】[0005]

【課題を解決するための手段】本発明は、前記課題を解
決するために、次の技術手段を採用した。請求項1記載
の発明においては、所定の高さに基礎栗石と基礎コンク
リートを構築し、その上に据え付ける箱型側溝ブロック
において、各側溝箱型ブロックの連結端にはジョイント
金具の取り付け部を形成し、頂版には開口部を形成する
という技術手段を採用した。
The present invention employs the following technical means in order to solve the above-mentioned problems. In the invention according to claim 1, in a box-shaped gutter block which is constructed by building a foundation stone and concrete at a predetermined height and is installed thereon, a mounting portion of a joint metal fitting is formed at a connecting end of each gutter box block. However, the technical means of forming an opening in the top plate was adopted.

【0006】請求項2記載の発明においては、請求項1
記載の箱型側溝ブロックにおいて、箱型側溝ブロック内
部の連結側端部に落差用ブロックを設けるという技術手
段を採用した。
According to the second aspect of the present invention, the first aspect is provided.
In the box-shaped gutter block described, a technical means of providing a drop block at the connection side end inside the box-shaped gutter block is adopted.

【0007】請求項3記載の発明においては、箱型側溝
ブロックの長さ方向に対して、直交する方向の片側に突
出底版を設けるという技術手段を採用した。
According to the third aspect of the invention, a technical means is employed in which a protruding bottom plate is provided on one side in a direction orthogonal to the lengthwise direction of the box-shaped gutter block.

【0008】[0008]

【発明の実施の形態】以下、本発明の一実施例を添付図
面で詳細に説明する。先ず、図1〜図3に基づいて箱型
側溝ブロックの第1実施例を詳細に説明する。
BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of the present invention will be described in detail below with reference to the accompanying drawings. First, a first embodiment of the box-shaped gutter block will be described in detail with reference to FIGS.

【0009】図1は箱型側溝ブロックを示す側断面図
で、箱型側溝ブロックを敷設するために敷設場所を掘削
して所定の高さに基礎栗石1(厚さを約100mm)を
敷設し、この基礎栗石1の上に基礎コンクリート2、敷
モルタル3を介して箱型側溝ブロック4を敷設し、これ
を集水の流れ方向に順次ジョイント金具5等で連結する
ものである。 なお、6は集水孔、7は長ボルト、13
はインサートナットをそれぞれ示す。そして、さらに連
結端面には止水用パッキン8を貼っておくことはいうま
でもない。
FIG. 1 is a side sectional view showing a box-shaped gutter block. In order to lay the box-shaped gutter block, a laying place is excavated and a foundation stone 1 (thickness: about 100 mm) is laid at a predetermined height. A box-shaped gutter block 4 is laid on the foundation stone 1 through a foundation concrete 2 and a floor mortar 3, and the box-shaped gutter blocks 4 are sequentially connected by a joint fitting 5 or the like in the flow direction of water collection. In addition, 6 is a water collecting hole, 7 is a long bolt, 13
Indicates insert nuts. Needless to say, the water blocking packing 8 is further attached to the connecting end surface.

【0010】次に、落差部を設けるものとして、両断面
内側に落差用ブロック9を取り付け、内部には砕石等を
詰め、その上にコンクリート11でインバート部を仕上
げる。この製品を地盤高の変化場所に据え付けることに
より、擁壁を兼ねた側溝となり、水路を連続して繋げる
ことができる(なお、前記砕石の他のものとして、鉄鋼
スラグや軽量骨材を使うこともできる)。
Next, to provide a drop portion, a drop block 9 is attached on the inner side of both cross sections, crushed stones are packed inside, and an invert portion is finished with concrete 11 on it. By installing this product in a place where the ground height changes, it becomes a gutter that doubles as a retaining wall and can connect water channels continuously (In addition to the above crushed stone, use steel slag or lightweight aggregate. Can also).

【0011】次に、図4、図5に基づいて、斜めに落差
を形成する場合の実施例を説明する。箱型側溝ブロック
4の集水の流れ方向の両側端部に落差用ブロック9を設
け、この落差用ブロック9と箱型側溝ブロック4に囲ま
れた中に砕石等10を詰め、コンクリート11でインバ
ート仕上げする。この作業は予め工場で行っておくもの
である。
Next, with reference to FIGS. 4 and 5, an embodiment in which a head is formed obliquely will be described. The drop blocks 9 are provided at both ends of the box-shaped gutter block 4 in the flow direction of the water collection, and crushed stones 10 are packed in the space surrounded by the drop block 9 and the box-shaped gutter block 4, and the concrete 11 is used for inversion. To finish. This work is done in advance in the factory.

【0012】つづいて、図6、図7に示したものからも
理解できるように、地盤高が変化し、擁壁を兼ねた所に
は、本体の片側に控えの底板を設けた製品を使用する場
合もある。それは、箱型側溝ブロック4の長さ方向に対
して直交する方向の片側に設けた突出底部12を設けた
もので、箱型側溝ブロック4を敷設した際、安定性を確
保するようにしたものである。
Next, as can be understood from those shown in FIGS. 6 and 7, a product having a bottom plate provided on one side of the main body is used where the ground height changes and also serves as a retaining wall. In some cases. It is provided with a protruding bottom portion 12 provided on one side in a direction orthogonal to the length direction of the box-shaped gutter block 4, and is designed to ensure stability when the box-shaped gutter block 4 is laid. Is.

【0013】[0013]

【実施例】前記した落差用ブロック9の取り付け手段の
具体例を説明する。図8〜図11に示したものからも理
解できるように、ゴム、プラスチック、コンクリート等
から形成した図11で示すような落差用ブロック9を図
8〜図10に示すように箱型側溝ブロック4の内側端部
にインサートナット13を埋め込み、このインサートナ
ット13を介してボルト14等で固定するもの。また、
箱型側溝ブロック4の立壁15、底部16と、落差用ブ
ロック9との間隙を目地モルタルで埋め込み固定するも
のである。
EXAMPLE A concrete example of the mounting means for the drop block 9 will be described. As can be understood from the ones shown in FIGS. 8 to 11, the head block 9 as shown in FIG. 11 formed of rubber, plastic, concrete or the like is used as shown in FIGS. An insert nut 13 is embedded in the inner end portion of the, and is fixed with a bolt 14 or the like via the insert nut 13. Also,
The gap between the standing wall 15 and the bottom portion 16 of the box-shaped gutter block 4 and the drop block 9 is embedded and fixed with joint mortar.

【0014】また、図12、図13に示すように、落差
用ブロック9を利用して暗渠内のヘドロ等を吸い取るた
めの泥溜め用箱型側溝ブロック17を10mまたは20
mに1ケ所連結配置した実施例である。この泥溜め用箱
型側溝ブロック17にはグレーチング付開口部18を備
えたものである。
Further, as shown in FIGS. 12 and 13, a mud-storing box-type gutter block 17 for sucking sludge and the like in the underdrain using the head block 9 is used for 10 m or 20.
It is an example in which one location is connected to m. The box-shaped gutter block 17 for mud storage is provided with an opening 18 with a grating.

【0015】[0015]

【発明の効果】本発明は、以上の構成を採用した結果、
次のような効果を得ることができる。 (1)従来の側溝に対して基礎以外の現場打と蓋の据え
付け作業がなくなり、本発明の箱型側溝ブロックを据え
付けるだけで良く施工期間が短縮できる。 (2)地盤変化場所においては生コン打設で水路調整し
ていたのを砕石等で調整し製品化したので経済的に良く
なった。 (3)蓋を使用しないので車が上を走ってもがたつきや
音が無くなった。
As a result of adopting the above configuration, the present invention provides
The following effects can be obtained. (1) There is no need for on-site casting other than the foundation and installation work of the lid in the conventional gutter, and the installation period can be shortened by simply installing the box-shaped gutter block of the present invention. (2) In the ground change area, the waterway was adjusted by placing ready-mixed concrete, but by adjusting it with crushed stone and commercializing it, it became economically better. (3) Since the lid is not used, there is no rattling or noise even when the car runs over.

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

【図1】本発明の第1実施例である箱型側溝ブロックを
示す側断面図である。
FIG. 1 is a side sectional view showing a box-shaped gutter block that is a first embodiment of the present invention.

【図2】前記第1実施例における、箱型側溝ブロックを
2ケ連結した状態を示す正面図である。
FIG. 2 is a front view showing a state in which two box-shaped gutter blocks are connected in the first embodiment.

【図3】前記第1実施例における、連結部を示す要部拡
大図である。
FIG. 3 is an enlarged view of an essential part showing a connecting portion in the first embodiment.

【図4】落差用ブロックを両側端に採用して斜めに傾斜
させた箱型側溝ブロックの正面図である。
FIG. 4 is a front view of a box-shaped gutter block in which head blocks are adopted at both ends and slanted.

【図5】図4における縦断面図である。5 is a vertical cross-sectional view of FIG.

【図6】突出底部を備えた箱型側溝ブロックを示す縦断
面図である。
FIG. 6 is a vertical cross-sectional view showing a box-shaped gutter block having a protruding bottom portion.

【図7】図6における平面図である。FIG. 7 is a plan view of FIG.

【図8】階段状に落差を設けた実施例を示す側面図であ
る。
FIG. 8 is a side view showing an embodiment in which stair-like heads are provided.

【図9】図8における要部断面図である。9 is a cross-sectional view of main parts in FIG.

【図10】目地モルタルを埋め込んだ状態を示す要部断
面図である。
FIG. 10 is a cross-sectional view of essential parts showing a state in which a joint mortar is embedded.

【図11】本発明の落差用ブロックを示す斜視図であ
る。
FIG. 11 is a perspective view showing a head block according to the present invention.

【図12】泥溜め用箱型側溝ブロックを設置した状態を
示す側面図である。
FIG. 12 is a side view showing a state in which a box-shaped gutter block for mud storage is installed.

【図13】泥溜め用箱型側溝ブロックを示す平面図であ
る。
FIG. 13 is a plan view showing a box-shaped gutter block for mud storage.

【符号の説明】[Explanation of symbols]

1‥‥基礎栗石 2‥‥基礎コ
ンクリート 3‥‥敷モルタル 4‥‥箱型側
溝ブロック 5‥‥ジョイント金具 6‥‥集水孔 7‥‥長ボルト 8‥‥止水用
パッキン 9‥‥落差用ブロック 10‥‥砕石等 11‥‥コンクリート 12‥‥突出
底部 13‥‥インサートナット 14‥‥ボル
ト 15‥‥立壁 16‥‥底部 17‥‥泥溜め用箱型側溝ブロック 18‥‥グレ
ーチング付開口部
1 ・ ・ ・ Foundation Kuriishi 2 ・ ・ ・ Foundation concrete 3 ‥ Floor mortar 4 ‥ Box-type gutter block 5 ‥ Joint fittings 6 ‥ ‥ Water collection hole 7 ‥ Long bolt 8 ‥ Blocks 10 Crushed stones 11 Concrete 12 Projecting bottom 13 Insert nuts 14 Bolts 15 Standing walls 16 Bottom 17 Mud box box side groove block 18 Grating openings

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 所定の高さに基礎栗石と基礎コンクリー
トを構築し、その上に据え付ける箱型側溝ブロックにお
いて、各箱型側溝ブロックの連結端にはジョイント金具
の取り付け部を形成し、頂版には開口部を形成したこと
を特徴とする箱型側溝ブロック。
1. In a box-shaped gutter block which is constructed by building a foundation stone and concrete at a predetermined height and is installed thereon, a joint metal fitting mounting portion is formed at a connecting end of each box-shaped gutter block, and a top plate is formed. A box-shaped gutter block characterized in that an opening is formed in the block.
【請求項2】 請求項1記載の箱型側溝ブロックにおい
て、箱型側溝ブロック内部の連結側端部に落差用ブロッ
クを設けたことを特徴とする箱型側溝ブロック。
2. The box-shaped gutter block according to claim 1, wherein a drop block is provided at an end of a connection-side inside the box-shaped gutter block.
【請求項3】 箱型側溝ブロックの長さ方向に対して、
直交する方向の片側に突出底版を設けたことを特徴とす
る請求項1、または請求項2記載の箱型側溝ブロック。
3. The box-shaped gutter block in the length direction,
The box-shaped gutter block according to claim 1 or 2, wherein a protruding bottom plate is provided on one side in a direction orthogonal to each other.
JP22597895A 1995-08-11 1995-08-11 Box type street drain block Pending JPH0953275A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22597895A JPH0953275A (en) 1995-08-11 1995-08-11 Box type street drain block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22597895A JPH0953275A (en) 1995-08-11 1995-08-11 Box type street drain block

Publications (1)

Publication Number Publication Date
JPH0953275A true JPH0953275A (en) 1997-02-25

Family

ID=16837877

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22597895A Pending JPH0953275A (en) 1995-08-11 1995-08-11 Box type street drain block

Country Status (1)

Country Link
JP (1) JPH0953275A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008031826A (en) * 2006-06-30 2008-02-14 Tokyo Electric Power Co Inc:The Assembly-type base on which installation objects are placed
JP2012172506A (en) * 2011-02-24 2012-09-10 Aso Shoji Kk Permeable type drainage structure and drainage ditch construction method

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS523129B2 (en) * 1973-12-27 1977-01-26
JPH053582U (en) * 1991-04-26 1993-01-19 三協アルミニウム工業株式会社 Ash with surface lattice
JPH079329A (en) * 1993-06-30 1995-01-13 Honda Tsushin Kogyo Kk Polishing sheet

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS523129B2 (en) * 1973-12-27 1977-01-26
JPH053582U (en) * 1991-04-26 1993-01-19 三協アルミニウム工業株式会社 Ash with surface lattice
JPH079329A (en) * 1993-06-30 1995-01-13 Honda Tsushin Kogyo Kk Polishing sheet

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008031826A (en) * 2006-06-30 2008-02-14 Tokyo Electric Power Co Inc:The Assembly-type base on which installation objects are placed
JP2012172506A (en) * 2011-02-24 2012-09-10 Aso Shoji Kk Permeable type drainage structure and drainage ditch construction method

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