JPH0657809A - Method of constructing foundation for drain ditch installation - Google Patents

Method of constructing foundation for drain ditch installation

Info

Publication number
JPH0657809A
JPH0657809A JP20872992A JP20872992A JPH0657809A JP H0657809 A JPH0657809 A JP H0657809A JP 20872992 A JP20872992 A JP 20872992A JP 20872992 A JP20872992 A JP 20872992A JP H0657809 A JPH0657809 A JP H0657809A
Authority
JP
Japan
Prior art keywords
foundation
shaped groove
groove block
ruler
drainage
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
JP20872992A
Other languages
Japanese (ja)
Inventor
Atsushi Tanaka
厚 田中
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP20872992A priority Critical patent/JPH0657809A/en
Publication of JPH0657809A publication Critical patent/JPH0657809A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/04Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F2005/0412Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps with means for adjusting their position with respect to the surrounding surface
    • E03F2005/0413Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps with means for adjusting their position with respect to the surrounding surface for height adjustment

Abstract

PURPOSE:To accomplish drain ditch laying by installing a foundation and setting a U-shaped ditch block by means of a chain type simultaneous and continuous operation. CONSTITUTION:A foundation 2 is installed by using a foundation ruler 3 for laying a drainage ditch and, upon setting an U-shaped ditch block 1, the foundation 2 is installed after shifting the foundation ruler 3 following a levelling string 14 in the drainage ditch laying processing direction 17 and the work to install the U-shaped ditch block 1 is carried out continuously in the style of a chain type. As a structure of the foundation ruler 3, side guiders 4 to decide the width of the foundation 2 are placed on both sides thereof and width deciding angles 11 provided with a level 12 are secured and fixed to mounting bolts 9 erecting vertically in the front and rear ends of the right and left side guiders 4 so as to have the intervals between side guiders 4 and their height kept constant.

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、排水溝を作るときの基
礎工法、及び基礎工法に使用する基礎定規に関するもの
である。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a basic construction method for making a drainage channel and a basic ruler used in the basic construction method.

【0002】[0002]

【従来の技術】従来、U字溝ブロック1を用いて排水溝
を作る場合に、先づ排水溝を作る前に、これに使用する
U字溝ブロック1に応じた基礎2を排水溝の設置計画に
従って布設し、その上に逐次U字溝ブロック1を並べて
ゆき、排水溝を作る順序に行なうのが普通に行なわれる
方法であった。したがって、基礎2の布設とU字溝ブロ
ック1を並べて排水溝を作る工程は、相前後する各々別
の工程で行なわれていたので、その間に天候気象、其の
他の不都合に遭遇し工期がのびて困ることが多かった。
2. Description of the Related Art Conventionally, when a drainage groove is formed by using a U-shaped groove block 1, before the drainage groove is first formed, a foundation 2 corresponding to the U-shaped groove block 1 used for this is installed. The usual method is to lay it out according to the plan, sequentially arrange the U-shaped groove blocks 1 on it, and carry out in the order of forming drainage grooves. Therefore, the process of laying the foundation 2 and arranging the U-shaped groove block 1 to form the drainage ditch was performed in separate steps, and during that time, weather and weather and other inconveniences were encountered and the construction period was increased. There were many troubles to grow up.

【0003】[0003]

【発明が解決しようとする課題】本発明は、排水溝の布
設にあたり、基礎2となる敷材16の設置とU字溝ブロ
ック1の据付とを同時工程として進捗させて、チェーン
式の連続作業により排水溝を一連の進捗工程により一挙
に完成させる方法を生み出したものである。
DISCLOSURE OF THE INVENTION In the present invention, when laying a drainage groove, the installation of the laying material 16 which is the foundation 2 and the installation of the U-shaped groove block 1 are carried out as a simultaneous process, and a chain type continuous operation is performed. Has created a method to complete the drainage ditch all at once through a series of progressive processes.

【0004】[0004]

【課題を解決するための手段】U字溝ブロック1を用い
て排水溝を作るときには、U字溝ブロック1を目的に応
じた設計にしたがって連続して並べてゆくために、その
U字溝ブロック1に応じた基礎2の敷材16を設計に応
じた勾配に布設することが必要である。
When a drain groove is formed by using the U-shaped groove block 1, the U-shaped groove block 1 is arranged so that the U-shaped groove blocks 1 are continuously arranged in accordance with the design according to the purpose. It is necessary to lay the laying material 16 of the foundation 2 according to the above at an inclination according to the design.

【0005】U字溝ブロック1の基礎2となる敷材16
は、U字溝ブロック1の重量を支えるのに充分な強度を
持つ、最小限度の巾をもったものとするため、砂・モル
タール・コンクリート・砕石等を以て連続して布設する
ことが必要である。
A laying material 16 which is a base 2 of the U-shaped groove block 1.
Has a sufficient width to support the weight of the U-shaped groove block 1 and has a minimum width, so it is necessary to continuously lay it with sand, mortar, concrete, crushed stone, etc. .

【0006】U字溝ブロック1を用いて排水溝を作るた
めには、先づ第一に使用するU字溝ブロック1の上面の
なす勾配に応じた水糸14を排水溝の全域にわたり張
り、水糸14を基準として、之に平行して使用するU字
溝ブロック1に応じた基礎2となる敷材16を布設しな
ければならない。
In order to make a drainage groove by using the U-shaped groove block 1, a water thread 14 corresponding to the slope formed by the upper surface of the U-shaped groove block 1 used first is stretched over the entire area of the drainage groove. With the water thread 14 as a reference, the laying material 16 to be the base 2 corresponding to the U-shaped groove block 1 used in parallel must be laid.

【0007】水糸14の線を基準として、基礎2の敷材
16を連続して布設するために基礎定規3を作り、その
基礎定規3にしたがって敷材16の布設するとともに、
U字溝ブロック1を並べてチェーン式に連続して工事を
進めてゆくことにより、連続した基礎2の布設、および
U字溝ブロック1による排水溝の設置が出来る。
With the line of the water thread 14 as a reference, a base ruler 3 is made for continuously laying the laying material 16 of the foundation 2, and the laying material 16 is laid according to the base ruler 3.
By arranging the U-shaped groove blocks 1 and continuing the work in a chain manner, it is possible to lay a continuous foundation 2 and install drainage grooves by the U-shaped groove block 1.

【0008】基礎定規3は、次に示す構造を以て構成す
る。基礎2の巾をU字溝ブロック1に合わせて作るため
に、基礎2の両側をきめるサイドガイダー4を左右側に
平行して設け、その長さはU字溝ブロック1より長い寸
法とする。
The basic ruler 3 has the following structure. In order to make the width of the foundation 2 to match the U-shaped groove block 1, side guiders 4 for determining both sides of the foundation 2 are provided in parallel to the left and right sides, and the length thereof is longer than that of the U-shaped groove block 1.

【0009】サイドガイダー4の排水溝布設進行方向1
7の前端に、サイドガイダー4を上下に調節出来るジヤ
ッキボルト6を垂直に立て、調整把7を上端に、接地板
8を下端にとりつけ、ロックナット10をもって固定す
るごとくする。
Drainage laying direction 1 of the side guider 4
A jack bolt 6 for vertically adjusting the side guider 4 is erected vertically on the front end of 7, and an adjustment grip 7 is attached to the upper end and a ground plate 8 is attached to the lower end, and a lock nut 10 is used for fixing.

【0010】左右のサイドガイダー4のジヤッキボルト
6よりやゝ後方、及び後端の相対する位置に垂直に立つ
取付ねじボルト9を立て、その取付ねじボルト9の高さ
はU字溝ブロック1の高さよりも高いものとしておく。
A mounting screw bolt 9 which stands vertically at a position slightly rearward of the jack bolts 6 of the left and right side guiders 4 and at the opposite position of the rear end is erected, and the height of the mounting screw bolt 9 is the height of the U-shaped groove block 1. It is higher than that.

【0011】左右のサイドガイダー4の間隔を定寸法に
するために、両サイドガイダー4の各々両端を結ぶ巾決
めアングル11を前後の取付ねじボルト9にはめ込んで
ロックナット10で固定する。
In order to make the distance between the left and right side guiders 4 constant, a width determining angle 11 connecting both ends of both side guiders 4 is fitted into front and rear mounting screw bolts 9 and fixed with lock nuts 10.

【0012】巾決めアングル11は、長さを伸縮調節し
て固定出来るものとし、中間に水準器12をとりつけ、
左右のサイドガイダー4の位置を水平に保つことを点検
できるごとくする。
The width-determining angle 11 can be fixed by expanding and contracting the length, and a level 12 is attached in the middle.
Make sure that the positions of the left and right side guiders 4 are horizontal so that they can be checked.

【0013】巾決めアングル11は、左右のサイドガイ
ダー4のU字溝ブロック1を逐次延長する排水溝布設進
行方向17の端にあるものを前方の巾決めアングル1
1、その反対の端にあるものを後方の巾決めアングル1
1とし、前方の巾決めアングル11は、スペーサー5を
介して、両側のサイドガイダー4より若干高い位置にと
りつけ、後方の巾決めアングル11は両側のサイドガイ
ダー4の後端の取付ねじボルト9の中間部分にサイドガ
イダー4の上面より、U字溝ブロック1の高さだけ高い
位置に水平に取付けてロックナット10で固定する。
The width determining angle 11 is provided at the end of the drainage laying direction 17 which extends the U-shaped groove blocks 1 of the left and right side guiders 1 in sequence.
1. At the opposite end, the rear width determining angle 1
1, the front width determining angle 11 is mounted at a position slightly higher than the side guiders 4 on both sides via the spacer 5, and the rear width determining angle 11 is fixed to the rear side end guider 4 by the mounting screw bolts 9 on both sides. It is horizontally attached to the middle portion at a position higher than the upper surface of the side guider 4 by the height of the U-shaped groove block 1 and fixed by the lock nut 10.

【0014】サイドガイダー4の前部にとりつけた取付
ねじボルト9には、サイドガイダー4面よりU字溝ブロ
ック1の高さにガイドアンテナ13をロックナット10
で取付け、水糸14との高さを合わせるのに使用する。
For the mounting screw bolt 9 attached to the front part of the side guider 4, the guide antenna 13 is attached to the height of the U-shaped groove block 1 from the surface of the side guider 4 and the lock nut 10 is attached.
It is attached to and used to match the height with the water thread 14.

【0015】取付ねじボルト9の上部には、各々基礎定
規3を移動する際に使用する把手15を設ける。
A handle 15 used for moving the base ruler 3 is provided on an upper portion of the mounting screw bolt 9.

【0016】[0016]

【作用】以上にのべた構造の基礎定規3の巾決めアング
ル11を以て、左右のサイドガイダー4の前後端間隔を
規定の寸法に定め、排水溝のU字溝ブロック1の高さに
伸張した水糸14と、後方の巾決めアングル11の下面
を合わせ、サイドガイダー4前端に取付けたジヤッキボ
ルト6を調整して、前方の取付ねじボルト9に固定して
あるガイドアンテナ13と水糸14の高さを合わせ、水
準器12を見ながら左右のサイドガイダー4の高さを水
平におさめる。
With the width-determining angle 11 of the basic ruler 3 having the above-described structure, the front and rear end intervals of the left and right side guiders 4 are set to the prescribed dimensions, and the water is extended to the height of the U-shaped groove block 1 of the drainage groove. The thread 14 and the lower surface of the rear width determining angle 11 are aligned, the jack bolt 6 attached to the front end of the side guider 4 is adjusted, and the height of the guide antenna 13 and the water thread 14 fixed to the attachment screw bolt 9 on the front side. And adjust the height of the left and right side guiders 4 horizontally while watching the level 12.

【0017】左右のサイドガイダー4の間に敷材16を
充てんし、左右のサイドガイダー4の上面に合わせて、
図2に示すごとく均し板18を用いて平滑に敷材16上
面をならして、U字溝ブロック1の基礎2を作り、その
基礎2の上にU字溝ブロック1を設置する。
A laying material 16 is filled between the left and right side guiders 4, and is fitted to the upper surfaces of the left and right side guiders 4,
As shown in FIG. 2, a leveling plate 18 is used to smooth the upper surface of the laying material 16 to form a base 2 of the U-shaped groove block 1, and the U-shaped groove block 1 is set on the base 2.

【0018】次に、基礎定規3を排水溝布設進行方向1
7へずらし、今設置したU字溝ブロック1の上面に後方
の巾決めアングル11を載せ、ジヤッキボルト6を調節
してガイドアンテナ13と水糸14と合わせ、水準器1
2を以て左右のサイドガイダー4の先端を同一水準に合
わし敷材16充てん作業にうつる。以後、基礎定規3を
排水溝布設進行方向17へ水糸14に合わせてずらしな
がら、敷材16を充てんして基礎2を作り、逐次U字溝
ブロック1の設置と基礎2の布設を交互にチェーン式に
作業を進めて排水溝を布設する。
Next, the foundation ruler 3 is installed in the drainage laying direction 1
7 Put the rear width determining angle 11 on the upper surface of the U-shaped groove block 1 just installed, adjust the jack bolt 6 to align the guide antenna 13 and the water thread 14, and set the level 1
Set the tips of the left and right side guiders 4 to the same level by using 2, and transfer the filling material 16. After that, while shifting the base ruler 3 in the drainage groove laying direction 17 along with the water thread 14, the base material 2 is filled with the laying material 16 to sequentially install the U-shaped groove block 1 and the laying of the foundation 2 alternately. Work in a chain manner to lay a drain.

【0019】[0019]

【発明の効果】従来、水糸14を伸張した後、U字溝ブ
ロック1の設置とそのU字溝ブロック1の基礎2の設定
とは、別の工程として行なって来たのを、この排水溝設
置基礎工法を以て行なうことにより、U字溝ブロック1
の設置と基礎2の設定とをチェーン式の連続した一連の
工法として行なうことが出来るようになった。
EFFECT OF THE INVENTION Conventionally, after the water thread 14 is stretched, the installation of the U-shaped groove block 1 and the setting of the foundation 2 of the U-shaped groove block 1 have been performed as separate steps. U-shaped groove block 1 by performing the groove installation basic method
The installation of and the setting of foundation 2 can now be performed as a continuous chain-type construction method.

【0020】基礎2の設定作業と、U字溝ブロック1の
設置作業を一連の作業としてチェーン式に同時に行なう
ことが出来るので、天候気象により工期を左右されるこ
とが少なくなった。
Since the setting work of the foundation 2 and the installation work of the U-shaped groove block 1 can be simultaneously performed as a series of work in a chain type, the construction period is less affected by weather and weather.

【0021】基礎定規3は、サイドガイダー4の間隔・
巾決めアングル11の長さ・ガイドアンテナ13の高さ
の位置等がすべて自由に寸法を変更できる構造にしてあ
るので、U字溝ブロック1の各種の構造を用いる排水溝
設置に応用が可能である。
The basic ruler 3 is the distance between the side guiders 4
Since the length of the width determining angle 11 and the position of the height of the guide antenna 13 can be freely changed, it can be applied to the installation of drainage grooves using various structures of the U-shaped groove block 1. is there.

【0022】基礎定規3は、重量が比較的軽いので人力
による移動も容易である。
Since the basic ruler 3 has a relatively light weight, it can be easily moved by human power.

【0023】基礎定規3を用いることにより、排水溝設
置が素人でも出来るようになった。
By using the basic ruler 3, it has become possible for even an amateur to install a drainage ditch.

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

【図1】基礎定規3を用いて排水溝を設置する排水溝設
置基礎工法説明の斜視図
FIG. 1 is a perspective view of a drainage installation foundation construction method for installing a drainage groove using a foundation ruler 3.

【図2】基礎定規3を用いて敷材16を敷きサイドガイ
ダー4に合わせて基礎2を作る図
FIG. 2 is a view of laying a laying material 16 using a base ruler 3 and aligning it with the side guider 4 to make the foundation 2.

【図3】基礎定規3の正面図[Figure 3] Front view of basic ruler 3

【図4】基礎定規3の背面図FIG. 4 is a rear view of the basic ruler 3.

【図5】基礎定規3の平面図FIG. 5 is a plan view of the basic ruler 3.

【図6】基礎定規3の側面図FIG. 6 is a side view of the basic ruler 3.

【符号の説明】[Explanation of symbols]

1 U字溝ブロック 2 基礎 3 基礎定規 4 サイドガイダー 5 スペーサー 6 ジャッキボルト 7 調整把 8 接地板 9 取付ねじボルト 10 ロックナット 11 巾決めアングル 12 水準器 13 ガイドアンテナ 14 水糸 15 把手 16 敷材 17 排水溝布設進行方向 18 均し板 1 U-shaped groove block 2 Foundation 3 Foundation ruler 4 Side guider 5 Spacer 6 Jack bolt 7 Adjustment grip 8 Ground plate 9 Mounting screw bolt 10 Lock nut 11 Width determining angle 12 Level 13 Guide antenna 14 Water thread 15 Handle 16 Laying material 17 Drainage installation direction 18 Leveling plate

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 U字溝ブロック1を用いて排水溝を設置
する工法として、U字溝ブロック1の据付のための基礎
2の布設と、U字溝ブロック1の据付の作業をチェーン
式の一連の同時作業として行なう、基礎定規3を使用し
て行なう連続U字溝ブロック1布設をなす、排水溝設置
基礎工法。
1. As a construction method for installing a drainage groove using a U-shaped groove block 1, installation of a foundation 2 for installing the U-shaped groove block 1 and installation work of the U-shaped groove block 1 are carried out by a chain method. A drainage ditch installation foundation construction method for laying a continuous U-shaped groove block 1 that is performed as a series of simultaneous operations using a foundation ruler 3.
【請求項2】 請求項1に記載する、排水溝設置基礎工
法に使用する基礎定規3の構造として、基礎2の両側と
上面の定規となる、U字溝ブロック1より長いサイドガ
イダー4を左右両側におき、サイドガイダー4の前端に
サイドガイダー4の上面を基礎2設計の表面に合わすた
めの上部に調整把7、下端に接地板8をもったジャッキ
ボルト6を垂直に立て、ジャッキボルト6のやゝ後方、
及びサイドガイダー4の後端に垂直に立つ取付ねじボル
ト9を立て、排水溝布設進行方向17の前方の左右の取
付ねじボルト9にわたる長さを調節可能な巾決めアング
ル11を以て、左右両側のサイドガイダー4の間隔を基
礎2の巾の寸法に固定し、後方の左右の取付ねじボルト
9には、U字溝ブロック1の高さと同じ高さの位置に水
準器12のついた巾決めアングル11を取付けて固定出
来るように構成した、排水溝設置基礎工法用基礎定規
3。
2. As a structure of the foundation ruler 3 used in the drainage ditch installation foundation construction method according to claim 1, side guiders 4 which are rulers on both sides and an upper surface of the foundation 2 and which are longer than the U-shaped groove block 1 are left and right. Place it on both sides, and vertically set the jack bolt 6 with the adjusting grip 7 on the upper part to match the upper surface of the side guider 4 with the front end of the side guider 4 to the surface of the design of the foundation 2 and the ground plate 8 on the lower end. Noya, behind,
And a vertical mounting screw bolt 9 standing on the rear end of the side guider 4, and a width determining angle 11 capable of adjusting the length over the left and right mounting screw bolts 9 in the forward direction 17 of the drainage laying direction. Fixing the spacing of the guider 4 to the width of the foundation 2, the left and right mounting screw bolts 9 have a width determining angle 11 with a level 12 at the same height as the height of the U-shaped groove block 1. Base ruler 3 for drainage installation foundation construction method that is configured to be attached and fixed.
JP20872992A 1992-08-05 1992-08-05 Method of constructing foundation for drain ditch installation Pending JPH0657809A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20872992A JPH0657809A (en) 1992-08-05 1992-08-05 Method of constructing foundation for drain ditch installation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20872992A JPH0657809A (en) 1992-08-05 1992-08-05 Method of constructing foundation for drain ditch installation

Publications (1)

Publication Number Publication Date
JPH0657809A true JPH0657809A (en) 1994-03-01

Family

ID=16561115

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20872992A Pending JPH0657809A (en) 1992-08-05 1992-08-05 Method of constructing foundation for drain ditch installation

Country Status (1)

Country Link
JP (1) JPH0657809A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104196111A (en) * 2014-09-10 2014-12-10 方运平 Multifunctional flood control ditch river and construction method
US9133317B2 (en) 2005-12-28 2015-09-15 Mitsui Chemicals, Inc. Coating material

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9133317B2 (en) 2005-12-28 2015-09-15 Mitsui Chemicals, Inc. Coating material
CN104196111A (en) * 2014-09-10 2014-12-10 方运平 Multifunctional flood control ditch river and construction method
CN104196111B (en) * 2014-09-10 2016-02-17 方运平 Multi-functional anti-Great Gulch river and construction method

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