JP2558675Y2 - Road crossing ditch block - Google Patents

Road crossing ditch block

Info

Publication number
JP2558675Y2
JP2558675Y2 JP1991062543U JP6254391U JP2558675Y2 JP 2558675 Y2 JP2558675 Y2 JP 2558675Y2 JP 1991062543 U JP1991062543 U JP 1991062543U JP 6254391 U JP6254391 U JP 6254391U JP 2558675 Y2 JP2558675 Y2 JP 2558675Y2
Authority
JP
Japan
Prior art keywords
road
block
groove block
road crossing
groove
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 - Lifetime
Application number
JP1991062543U
Other languages
Japanese (ja)
Other versions
JPH057773U (en
Inventor
博義 矢吹
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 JP1991062543U priority Critical patent/JP2558675Y2/en
Publication of JPH057773U publication Critical patent/JPH057773U/en
Application granted granted Critical
Publication of JP2558675Y2 publication Critical patent/JP2558675Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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  • Road Paving Structures (AREA)
  • Sewage (AREA)

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本考案は道路横断溝ブロックに関
するもので、自動車等重量物の走行圧力に対して道路横
断溝ブロック前後が地盤沈下を起こし難い構造にするた
めに開発されたものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a road crossing groove block, and has been developed to make a structure in which the front and rear of the road crossing groove block hardly cause land subsidence due to the running pressure of a heavy object such as an automobile. .

【0002】[0002]

【従来の技術】従来の道路横断溝ブロックは、上面にグ
レーチングを載置する段溝を有するU字状ブロックであ
った。
2. Description of the Related Art A conventional road crossing groove block is a U-shaped block having a step groove on which a grating is mounted.

【0003】[0003]

【考案が解決しようとする課題】これでは、道路横断溝
ブロックの前後において地盤が沈下し、道路横断溝ブロ
ックのみが路面より突出して自動車の乗心地を悪化し、
場合によっては溝ブロックの破損さえ招来する難点があ
った。
In this case, the ground subsides before and after the road crossing groove block, and only the road crossing groove block protrudes from the road surface, deteriorating the riding comfort of the vehicle,
In some cases, there has been a problem that even the groove block may be damaged.

【0004】[0004]

【課題を解決するための手段】本考案は、以上のような
欠点を解決する目的で開発したもので、上面にグレーチ
ング透水蓋等の蓋を載置する段溝を有するU字状ブロッ
クにおいて、側壁5の中間部に沈下防止板10の載置段2
を形成したことを特徴とする。
SUMMARY OF THE INVENTION The present invention has been developed for solving the above-mentioned drawbacks. In a U-shaped block having a step groove on which a lid such as a grating permeable lid is placed on the upper surface, Step 2 for placing anti-sinking plate 10 in the middle of side wall 5
Is formed.

【0005】道路横断溝ブロックは側面が矩形でもよい
が、道路には中央部から側部へ向かって流れ勾配がある
から、中央での突き合わせが可能なように、道路中央部
から側部への勾配にほぼ適合するように道路中央側の
当て面3の底面4に対する立上り角度を90°から鈍角側
偏位させた道路横断溝ブロックにすると好都合であ
る。
[0005] The road crossing groove block may have a rectangular side surface. However, since the road has a flow gradient from the center to the side, the road crossing groove block extends from the center to the side of the road so that the center can be abutted. The rising angle of the abutment surface 3 on the road center side with respect to the bottom surface 4 from 90 ° to the obtuse angle side so as to approximately match the slope
When the road crossing groove block is displaced to be advantageous.

【0006】[0006]

【作用】側壁5の中間部に載置段2を形成し、これに平
板状の地盤沈下防止板10を設置し路面内へ埋設すること
によって、道路横断溝ブロック前後の地盤が強化され、
道路横断溝ブロック上面と路面との平面度を保持する。
The mounting step 2 is formed in the middle of the side wall 5 and the flat land subsidence prevention plate 10 is installed in the mounting step 2 and buried in the road surface, so that the ground before and after the road crossing groove block is reinforced,
The flatness between the upper surface of the road crossing groove block and the road surface is maintained.

【0007】この溝ブロックにおいて道路中央部から側
部への勾配にほぼ適合するように道路中央側の突当て面
3の底面4に対する立上り角度を90°から鈍角側へ偏位
させることによって、施工時に中央の溝ブロック当接部
の隙間がなくなり、継ぎ目コンクリートの現場打ちの必
要がなくなる。
In this groove block, the rising angle of the abutment surface 3 on the road center side with respect to the bottom surface 4 is deviated from 90 ° to the obtuse angle side so as to substantially conform to the gradient from the center to the side of the road. Occasionally, there is no gap at the central groove block abutment, eliminating the need for cast-in-place seam concrete.

【0008】[0008]

【実施例】図1は本考案の道路横断溝ブロックに沈下防
止板を置いた状態を示す道路断面図である。図2は道路
横断溝ブロックのみの側面図である。これらの図にみら
れるように、この道路横断溝ブロック1は、上面にグレ
ーチング11や通常のコンクリート蓋を載置する段溝6を
両側壁の上部対向する位置に有するU字状ブロックであ
る。このブロック側壁5の外側中間部に沈下防止板10の
片縁が載る載置段2を形成している。この例では載置段
2の設置位置はブロックの中間辺りであって、上部より
沈下防止板10の板厚の倍よりやや下位に設けている。こ
の載置段2には連結ピン挿入穴があって、例えば中間が
太径で両端部がテーパ状に細くなった連結ピン7が挿入
され、そのピンの突出した部分へ沈下防止板10の片縁が
載ると共に、沈下防止板10の裏面にあるピン穴へ連結ピ
ン7が挿入されて外れないようになっている。この沈下
防止板10は、その上面に舗装材が覆われ、見えなくされ
る。
FIG. 1 is a sectional view showing a state in which a settlement preventing plate is placed on a road crossing groove block according to the present invention. FIG. 2 is a side view of only the road crossing groove block. As can be seen from these figures, the road crossing groove block 1 is a U-shaped block having a grating 11 or a step groove 6 on which a normal concrete lid is placed on the upper surface at positions opposing each other on the upper side of both side walls. A mounting stage 2 on which one edge of the anti-sinking plate 10 rests is formed in the middle part of the outside of the block side wall 5. In this example, the mounting position of the mounting stage 2 is around the middle of the block, and is provided slightly below the double of the thickness of the anti-sinking plate 10 from above. The mounting stage 2 has a connecting pin insertion hole, for example, into which a connecting pin 7 having a large diameter in the middle and tapered at both ends is inserted, and a piece of the anti-sinking plate 10 is inserted into a protruding portion of the pin. The connection pin 7 is inserted into the pin hole on the back surface of the anti-sinking plate 10 so that it does not come off. The anti-sinking plate 10 is covered with a pavement material on its upper surface and is made invisible.

【0009】隣合う道路横断溝ブロック1の連結は一例
として図3,4に示したような継手金具8を用いる。継
手金具8の構造は、ブロック中に埋設されたアンカー筋
8aと一体の連結ボルト穴8bに対して、両方のブロック間
にまたがる三角形状の連結プレート8cが連結ボルト8dに
よりねじ止めされるのである。
For connecting the adjacent road crossing groove blocks 1, a joint fitting 8 as shown in FIGS. The structure of the joint fitting 8 is the anchor bar embedded in the block.
A triangular connection plate 8c extending between both blocks is screwed into the connection bolt hole 8b integral with 8a by the connection bolt 8d.

【0010】従来、この種の道路横断溝ブロックは、図
6に見られるように、ブロック同士の突当て面13が底面
に対して直角、すなわちブロック底面14に対する立上り
角度が90°であった。そこで、道路中央部では上方が広
い溝が生じるため、中央分離帯がある場合はさして問題
ないが、中央を埋めるのに現場打ちで継ぎ目コンクリー
ト15の必要があった。図5には本考案の例を示した。従
来のブロックを示す図6との対比で明らかなように、道
路中央部から側部への勾配にほぼ適合するように、道路
中央側の突当て面3の底面4に対する立上り角度を一点
鎖線の90°から鈍角側へWだけ偏位させている。これに
より、施工はブロックを上記継手金具で連結しながら据
付けるだけで簡単に終えることが可能となった。
Conventionally, road crossing grooves block of this kind, as seen in FIG. 6, the surface 13 abutment blocks to each other perpendicular to the bottom surface, i.e. the rising to the block bottom surface 14
The angle was 90 °. Therefore, there is a large groove at the center of the road, so there is no problem if there is a median strip, but it was necessary to cast in place concrete 15 to fill the center. FIG. 5 shows an example of the present invention. As is apparent from comparison with FIG. 6 showing a conventional block, the road is adjusted so as to substantially match the gradient from the center to the side of the road.
The rising angle of the center abutting surface 3 with respect to the bottom surface 4 is deviated by W from 90 ° of the dashed line to the obtuse angle side . As a result, the construction can be easily completed simply by installing the blocks while connecting the blocks with the joint fittings.

【0011】[0011]

【考案の効果】本考案の道路横断溝ブロックは上記の構
造としたことにより、自動車等重量物の走行圧力に対し
ても地盤沈下を起こし難いものとなった。道路横断溝ブ
ロックの前後において地盤が沈下し、道路横断溝ブロッ
クのみが路面より突出して自動車の乗心地を悪化してい
たのが解消され、更に、溝ブロックの破損を未然に防ぐ
効果も得られた。加えて、施工を容易なものとした。
[Effect of the Invention] The above-mentioned structure of the road crossing groove block of the present invention makes it difficult for land subsidence to occur even under the running pressure of heavy objects such as automobiles. The ground subsided before and after the road crossing groove block, eliminating only the road crossing groove block protruding from the road surface and deteriorating the riding comfort of the car, and also has the effect of preventing damage to the groove block beforehand Was. In addition, construction was made easier.

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

【図1】溝ブロックに沈下防止板を取付けた状態を示す
道路断面図である。
FIG. 1 is a cross-sectional view of a road showing a state in which a settlement preventing plate is attached to a groove block.

【図2】溝ブロックの側面図である。FIG. 2 is a side view of a groove block.

【図3】溝ブロックの継手金具平面図である。FIG. 3 is a plan view of a joint fitting of the groove block.

【図4】溝ブロックの接続部断面図である。FIG. 4 is a sectional view of a connecting portion of the groove block.

【図5】溝ブロックの接続状態を示す側面図である。FIG. 5 is a side view showing a connection state of the groove blocks.

【図6】従来の接続状態を示す側面図である。FIG. 6 is a side view showing a conventional connection state.

【符号の説明】[Explanation of symbols]

道路横断溝ブロック 2 載置段 3 突当て面 4 底面 5 側壁 6 段溝 7 連結ピン 8 継手金具1 Road crossing groove block 2 Mounting step 3 Butt surface 4 Bottom 5 Side wall 6 Step groove 7 Connecting pin 8 Joint fitting

Claims (2)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 上面にグレーチング透水蓋等の蓋を載置
する段溝を有するU字状ブロックにおいて、側壁5の外
側中間部に沈下防止板10の載置段2を形成してなる道路
横断溝ブロック。
1. A U-shaped block having a step groove on which a lid such as a grating permeable lid is placed on an upper surface, wherein a mounting step 2 of a settlement preventing plate 10 is formed at an intermediate portion on the outer side of a side wall 5. Groove block.
【請求項2】 請求項1記載の溝ブロックにおいて、道
路中央部から側部への勾配にほぼ適合するように道路中
央側の突当て面3の底面4に対する立上り角度を90°か
鈍角側へ偏位させてなる道路横断溝ブロック。
2. The groove block according to claim 1, wherein the road block is adapted to substantially match the gradient from the center to the side of the road.
A road crossing groove block in which the rising angle of the center contact surface 3 with respect to the bottom surface 4 is deviated from 90 ° to the obtuse angle side .
JP1991062543U 1991-07-12 1991-07-12 Road crossing ditch block Expired - Lifetime JP2558675Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1991062543U JP2558675Y2 (en) 1991-07-12 1991-07-12 Road crossing ditch block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1991062543U JP2558675Y2 (en) 1991-07-12 1991-07-12 Road crossing ditch block

Publications (2)

Publication Number Publication Date
JPH057773U JPH057773U (en) 1993-02-02
JP2558675Y2 true JP2558675Y2 (en) 1997-12-24

Family

ID=13203256

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1991062543U Expired - Lifetime JP2558675Y2 (en) 1991-07-12 1991-07-12 Road crossing ditch block

Country Status (1)

Country Link
JP (1) JP2558675Y2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6131080Y2 (en) * 1981-04-22 1986-09-10
JPS60479U (en) * 1983-06-16 1985-01-05 山口 栄一 drain

Also Published As

Publication number Publication date
JPH057773U (en) 1993-02-02

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