JP2801544B2 - Variable slope side gutter - Google Patents

Variable slope side gutter

Info

Publication number
JP2801544B2
JP2801544B2 JP6305842A JP30584294A JP2801544B2 JP 2801544 B2 JP2801544 B2 JP 2801544B2 JP 6305842 A JP6305842 A JP 6305842A JP 30584294 A JP30584294 A JP 30584294A JP 2801544 B2 JP2801544 B2 JP 2801544B2
Authority
JP
Japan
Prior art keywords
main body
gutter
side groove
variable slope
shaped
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.)
Expired - Fee Related
Application number
JP6305842A
Other languages
Japanese (ja)
Other versions
JPH08158458A (en
Inventor
広利 増田
賢二 増田
治郎 岡本
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.)
Landes Co Ltd
Original Assignee
Landes Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Landes Co Ltd filed Critical Landes Co Ltd
Priority to JP6305842A priority Critical patent/JP2801544B2/en
Publication of JPH08158458A publication Critical patent/JPH08158458A/en
Application granted granted Critical
Publication of JP2801544B2 publication Critical patent/JP2801544B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related 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

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、主として路肩、その他
法面尻、市街路側溝等に排水路として施工される略逆U
字形(門形)で施工時には底面にコンクリートの現場打ち
により底面が形成されるタイプの勾配可変型側溝に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a substantially inverted U which is mainly constructed as a drainage channel on a road shoulder, other slopes, a street side ditch, or the like.
The present invention relates to a variable slope type gutter of a type in which the bottom is formed by cast-in-place of concrete on the bottom during construction in the shape of a gate (gate).

【0002】[0002]

【従来の技術】勾配可変型側溝は図9に従来例を示す
が、側溝幅よりもはるかに広幅に掘削された施工面に略
逆U字形側溝本体1を設置し、その際に勾配や水準に合
致させるためにキャンバーと称される楔片2を逆U字形
側溝本体の下方へ押し込んでは高さ調整し、次の逆U字
形側溝本体を配置し、内部に側溝の底部3となるコンク
リートを打設するようになっている。底面をプレキャス
トでなくコンクリートの現場打ちにより形成するので水
流勾配を容易につけ易いし、安価な施工ができる特徴が
ある。
2. Description of the Related Art A conventional example of a variable slope type gutter is shown in FIG. 9, in which a substantially inverted U-shaped gutter main body 1 is installed on a construction surface excavated far wider than the width of the gutter. The wedge piece 2 called a camber is pushed under the inverted U-shaped gutter main body to adjust the height, the next inverted U-shaped gutter main body is arranged, and concrete serving as the bottom 3 of the gutter is placed inside. They are to be cast. Since the bottom is formed by cast-in-place of concrete instead of precast, it is easy to make a water flow gradient, and it is characterized by low cost construction.

【0003】[0003]

【発明が解決しようとする課題】しかし、図9にもみら
れるように、側溝本体の幅以外に作業が容易にできる作
業空間が必要なため、施工場所を幅広く掘削する必要が
ある。また、施工作業も狭い所で行われるので、バール
等による楔片を用いる作業がし難い。また、形状が逆U
字形(門形)であるから輸送時等において底部に左右から
衝撃や重力が加わると中央付近で割れることもあった。
However, as can be seen in FIG. 9, a work space is required for easy work other than the width of the gutter main body. Further, since the construction work is also performed in a narrow place, it is difficult to perform the work using wedge pieces such as a bar. Also, if the shape is inverted U
Because it is shaped like a gate (gate-shaped), it sometimes cracked near the center when impact or gravity was applied to the bottom from the left or right during transportation.

【0004】[0004]

【課題を解決するための手段】そこで、本発明は略逆U
字形側溝本体の両側壁下端間に梁を設け、該梁に対して
高さ調整ボルトを設けてなる勾配可変型側溝とした。梁
は両側壁下端の底面に装着させるのがよいが、両側壁下
端間に貫通させて設けてもよい。梁に対して設ける高さ
調整ボルトはU字形側溝本体の左右それぞれの側壁内外
のいずれの位置でも構わない。梁は特に材質を限定する
ものではないが、強度面から考えてチャンネル鋼材が好
ましい。
SUMMARY OF THE INVENTION Accordingly, the present invention provides a substantially inverted U
A beam is provided between the lower ends of both side walls of the V-shaped side groove main body, and a height adjusting bolt is provided to the beam to form a variable slope side groove. The beams are preferably attached to the bottom surfaces of the lower ends of both side walls, but may be provided so as to penetrate between the lower ends of both side walls. The height adjusting bolt provided for the beam may be located at any position inside and outside the right and left side walls of the U-shaped side groove main body. The beam is not particularly limited in material, but channel steel is preferable in view of strength.

【0005】上記高さ調整ボルトは接地面に設けた座金
で支持するとよい。また、略逆U字形側溝本体をプレキ
ャスト底版上に載置して、前記高さ調整ボルトをプレキ
ャスト底版上で支持するようにしてもよい。
The height adjusting bolt is preferably supported by a washer provided on the grounding surface. Further, the substantially inverted U-shaped side groove main body may be placed on the precast bottom plate, and the height adjusting bolt may be supported on the precast bottom plate.

【0006】[0006]

【作用】略逆U字形側溝本体の両側壁下端間に梁を設け
て、それに高さ調整ボルトを螺入して左右の側壁を上下
調節可能にすると、溝蓋穴が有る場合は上部から、それ
が無い場合は前後の開口部等の外部からボックスレン
チ,スパナ等の工具で高さ調整ボルトを回せば高さ調整
ができる。そこで、側溝本体の側部に人が入る作業空間
を必要としなくなる。さらに、側溝本体の下に人が挾ま
れる等の事故がなくなる。
[Effect] A beam is provided between the lower ends of both side walls of the substantially inverted U-shaped side groove main body, and a height adjusting bolt is screwed into the main body so that the left and right side walls can be adjusted up and down. If it is not provided, the height can be adjusted by turning the height adjustment bolt with a tool such as a box wrench or spanner from the front and rear openings and the like. Therefore, there is no need for a work space for a person to enter the side of the gutter main body. Further, an accident such as a person being trapped under the gutter main body is eliminated.

【0007】略逆U字形側溝本体の両側壁下端間を梁に
よって支えるので、逆U字形側溝本体の中折れがなくな
る。
[0007] Since the lower end between the side walls of the substantially inverted U-shaped side groove main body is supported by the beam, the center of the inverted U-shaped side groove main body is not bent.

【0008】高さ調整ボルトを接地面に設けた座金で支
持したり、プレキャスト底版上で支持するようにする
と、据付け地面が軟弱なときでも沈み込みがなく高さ調
整が可能となる。
When the height adjusting bolt is supported by a washer provided on the ground surface or on a precast bottom plate, the height can be adjusted without sinking even when the installation ground is soft.

【0009】[0009]

【実施例】図1は本発明の勾配可変型側溝用の側溝本体
の実施例斜視図であり、図2は同平面図、図3は同正面
図、図4は同右側面図である。この例にみられるよう
に、本発明の勾配可変型側溝では、ほぼ逆U字形の側溝
本体1の両側にある側壁1a,1bの下端間に梁4を設け、
その梁4の側壁1a,1bの内面寄りに設けたねじ孔対して
高さ調整ボルト5を螺入している。梁4はこの例ではリ
ップ付溝型鋼材の両端部を平らにして側壁1a,1bの裏面
へねじ止めしている。高さ調整ボルト5は側溝本体の長
さ方向に2本平行に設けられた梁4に合計4本螺入され
ており、それらにはナット6を螺入して安定性を増すよ
うにしている。高さ調整は、高さ調整ボルト5の上面の
溝蓋穴8へボックスレンチを差込んで高さ調整ボルト5
を回してもよいし、側溝本体1の開口部を利用してスパ
ナで回してもよい。
1 is a perspective view of an embodiment of a gutter body for a variable slope type gutter according to the present invention, FIG. 2 is a plan view thereof, FIG. 3 is a front view thereof, and FIG. 4 is a right side view thereof. As seen in this example, in the variable slope type gutter of the present invention, a beam 4 is provided between the lower ends of the side walls 1a, 1b on both sides of the substantially inverted U-shaped gutter main body 1,
A height adjusting bolt 5 is screwed into a screw hole provided near the inner surface of the side wall 1a, 1b of the beam 4. In this example, the beam 4 is flattened at both ends of a grooved steel material with a lip and screwed to the back surfaces of the side walls 1a and 1b. A total of four height adjusting bolts 5 are screwed into two beams 4 provided in parallel in the length direction of the side groove main body, and nuts 6 are screwed into them to increase stability. . To adjust the height, insert a box wrench into the groove cover hole 8 on the upper surface of the height adjustment bolt 5,
May be turned, or may be turned with a spanner using the opening of the side groove main body 1.

【0010】前記実施例では高さ調整ボルト5が側溝本
体1の両側にある側壁1a,1bの内側に螺入されている
が、図5のように梁4を側壁1a,1bの両側へ張り出し
て、側壁1a,1bの近傍外方へ調整ボルト5を上下調節可
能に設けてもよい。梁4はこの例では溝型鋼を下向きに
して用いている。
In the above embodiment, the height adjusting bolt 5 is screwed into the inside of the side walls 1a, 1b on both sides of the side groove main body 1, but as shown in FIG. 5, the beam 4 is extended to both sides of the side walls 1a, 1b. Thus, the adjustment bolt 5 may be provided so as to be vertically adjustable outward and in the vicinity of the side walls 1a and 1b. In this example, the beam 4 uses a channel steel facing downward.

【0011】また、高さ調整ボルト5は図6のように接
地面に設けた座金7で支持するとボルトの沈み込みを防
ぐことができる。座金7には逃げを防止するためにボル
ト差込み穴のある保持枠を上面に設けている。
When the height adjusting bolt 5 is supported by a washer 7 provided on the grounding surface as shown in FIG. 6, it is possible to prevent the bolt from sinking. A holding frame having a bolt insertion hole is provided on the upper surface of the washer 7 to prevent escape.

【0012】以上のような手段によって高さ調整された
略逆U字形側溝本体1は、図7のように内部へモルタル
が適当な動水勾配をつけるように打設されて梁4や高さ
調整ボルトをコンクリート底部3が形成される。こうし
た強固な箱型構造により、上面に車両が走行しても充分
に耐えられ、排水機能に加えて道路幅員の有効利用が可
能となる。なお、略逆U字形側溝本体1の両側面に土圧
の差がある場合(図7のように一面が低地又は軟弱な地
盤等)、張り出させた底板10に高い土圧を掛けて略逆U
字形側溝本体1が傾倒しないようにするとよい。
The inverted U-shaped side groove main body 1 whose height has been adjusted by the above-described means has a mortar cast therein so as to give an appropriate hydraulic gradient as shown in FIG. Adjustment bolts are formed on the concrete bottom 3. With such a strong box-shaped structure, even if the vehicle runs on the upper surface, it can withstand sufficiently, and in addition to the drainage function, the road width can be effectively used. When there is a difference in earth pressure on both side surfaces of the substantially inverted U-shaped side groove main body 1 (one surface is low ground or soft ground as shown in FIG. 7), a high earth pressure is applied to the overhanging bottom plate 10 to substantially apply. Reverse U
It is preferable to prevent the V-shaped side groove main body 1 from tilting.

【0013】図8の例は、略逆U字形側溝本体1をプレ
キャスト底版9上に載置して、これまでの例のように高
さ調整ボルト5によってプレキャスト底版9上で高さ調
整できるようにした実施例である。プレキャスト底版9
は上述したコンクリート底部3となる部分が突条となる
ように形成されている。
In the example shown in FIG. 8, the substantially inverted U-shaped side groove main body 1 is placed on the precast bottom plate 9, and the height can be adjusted on the precast bottom plate 9 by the height adjusting bolts 5 as in the previous examples. This is an embodiment of the present invention. Precast bottom plate 9
Is formed such that the above-mentioned portion serving as the concrete bottom 3 becomes a ridge.

【0014】[0014]

【発明の効果】本発明によって、勾配可変型側溝の施工
に際して幅広く掘削する必要がなく、施工場所が狭い所
でも略逆U字形側溝本体を載置できるだけの整地で高さ
調整しながら施工することができる。側溝本体が割れる
といったことがなく、施工時の危険性もない安全な施工
を可能にした。
According to the present invention, it is not necessary to excavate widely when constructing a variable slope gutter, and it is possible to carry out construction while adjusting the height of the ground so that a substantially inverted U-shaped gutter main body can be placed even in a place where the construction is narrow. Can be. The gutter main body did not crack, and safe construction was made possible without any danger during construction.

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

【図1】本発明の勾配可変型側溝用の側溝本体の実施例
斜視図である。
FIG. 1 is a perspective view of an embodiment of a gutter main body for a variable slope type gutter according to the present invention.

【図2】同平面図である。FIG. 2 is a plan view of the same.

【図3】同正面図である。FIG. 3 is a front view of the same.

【図4】同右側面図である。FIG. 4 is a right side view of the same.

【図5】側壁近傍外方へ調整ボルトを設けた例の部分斜
視図である。
FIG. 5 is a partial perspective view of an example in which an adjustment bolt is provided outside near a side wall.

【図6】座金の斜視図である。FIG. 6 is a perspective view of a washer.

【図7】勾配可変型側溝の実施例側面図である。FIG. 7 is a side view of an embodiment of a variable slope type gutter.

【図8】略逆U字形側溝本体をプレキャスト底版上に載
置する例の組付け前斜視図である。
FIG. 8 is a perspective view of an example in which a substantially inverted U-shaped side groove main body is mounted on a precast bottom plate before assembly.

【図9】従来の勾配可変型側溝の施工時の様子を示す側
面図である。
FIG. 9 is a side view showing a state at the time of construction of a conventional variable slope gutter.

【符号の説明】[Explanation of symbols]

1 側溝本体 1a 側壁 1b 側壁 4 梁 5 高さ調整ボルト 6 ナット 7 座金 8 溝蓋穴 9 プレキャスト底版 DESCRIPTION OF SYMBOLS 1 Gutter main body 1a Side wall 1b Side wall 4 Beam 5 Height adjustment bolt 6 Nut 7 Washer 8 Slot cover hole 9 Precast bottom plate

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭64−48942(JP,A) 実開 昭63−130574(JP,U) (58)調査した分野(Int.Cl.6,DB名) E03F 5/04──────────────────────────────────────────────────続 き Continuation of front page (56) References JP-A-64-48942 (JP, A) JP-A-63-130574 (JP, U) (58) Fields investigated (Int. Cl. 6 , DB name) E03F 5/04

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 略逆U字形側溝本体の両側壁下端間に梁
を設け、該梁に対して高さ調整ボルトを設けてなる勾配
可変型側溝。
1. A variable gradient side groove comprising a beam provided between lower ends of both side walls of a substantially inverted U-shaped side groove main body, and a height adjusting bolt provided on the beam.
【請求項2】 請求項1記載の高さ調整ボルトを接地面
に設けた座金で支持してなる勾配可変型側溝。
2. A variable slope type groove formed by supporting the height adjusting bolt according to claim 1 with a washer provided on a ground contact surface.
【請求項3】 請求項1記載の略逆U字形側溝本体をプ
レキャスト底版上に載置し、高さ調整ボルトをプレキャ
スト底版上で支持してなる勾配可変型側溝。
3. A variable gradient side groove comprising the substantially inverted U-shaped side groove main body according to claim 1 mounted on a precast bottom plate, and a height adjustment bolt supported on the precast bottom plate.
JP6305842A 1994-12-09 1994-12-09 Variable slope side gutter Expired - Fee Related JP2801544B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6305842A JP2801544B2 (en) 1994-12-09 1994-12-09 Variable slope side gutter

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6305842A JP2801544B2 (en) 1994-12-09 1994-12-09 Variable slope side gutter

Publications (2)

Publication Number Publication Date
JPH08158458A JPH08158458A (en) 1996-06-18
JP2801544B2 true JP2801544B2 (en) 1998-09-21

Family

ID=17950030

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6305842A Expired - Fee Related JP2801544B2 (en) 1994-12-09 1994-12-09 Variable slope side gutter

Country Status (1)

Country Link
JP (1) JP2801544B2 (en)

Also Published As

Publication number Publication date
JPH08158458A (en) 1996-06-18

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