JPH057773U - Road crossing groove block - Google Patents
Road crossing groove blockInfo
- Publication number
- JPH057773U JPH057773U JP6254391U JP6254391U JPH057773U JP H057773 U JPH057773 U JP H057773U JP 6254391 U JP6254391 U JP 6254391U JP 6254391 U JP6254391 U JP 6254391U JP H057773 U JPH057773 U JP H057773U
- Authority
- JP
- Japan
- Prior art keywords
- groove block
- road
- road crossing
- block
- 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.)
- Granted
Links
- 230000002265 prevention Effects 0.000 claims abstract description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 230000006866 deterioration Effects 0.000 description 1
- 230000002542 deteriorative effect Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
- Sewage (AREA)
Abstract
(57)【要約】
【目的】 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の道路横断
溝ブロックを提供する。
【構成】 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
溝ブロックである。
(57) [Summary] [Purpose] To provide a road crossing groove block having a structure in which ground subsidence does not easily occur before and after the road crossing groove block against the running pressure of heavy objects such as automobiles. [Structure] A U-shaped block having a step groove for mounting a lid such as a grating water permeable cover on the upper surface, and a road crossing groove block in which a step 2 for mounting a subsidence prevention plate 10 is formed on an outer middle portion of a side wall 5. Is.
Description
【0001】[0001]
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。 The present invention relates to a road crossing groove block, which is suitable for running pressure of heavy objects such as automobiles. It was developed to make the structure before and after the road crossing ditch block difficult to cause subsidence. It is a thing.
【0002】[0002]
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。 A conventional road crossing groove block has a step groove on the upper surface of which a grating is placed. It was a letter block.
【0003】[0003]
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。 This will cause the ground to sink before and after the road crossing groove block, Only the hooks protrude above the road surface, deteriorating the riding comfort of the car and, in some cases, the groove block. There was a problem that even the damage of Ku was brought.
【0004】[0004]
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。 The present invention was developed for the purpose of solving the above-mentioned drawbacks. In a U-shaped block having a step groove for mounting a lid such as a permeable water-permeable lid, It is characterized in that the step 2 of the subsidence prevention plate 10 is formed in the middle part.
【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突当て面3の底面4に対する勾配を90°から偏 位させた道路横断溝ブロックにすると好都合である。[0005] Road crossing gutter blocks may have rectangular sides but roads run from the center to the sides. Since there is a flow gradient, from the center of the road so that it is possible to meet at the center The slope of the abutting surface 3 with respect to the bottom surface 4 should be deviated from 90 ° so that it almost matches the slope to the side. It is convenient to use a graded road crossing groove block.
【0006】[0006]
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 portion of the side wall 5, and the flat ground subsidence prevention plate 10 is installed on this. By embedding in the road surface, the ground before and after the road crossing groove block is strengthened, 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突当 て面3の底面4に対する勾配を90°から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。[0007] In this groove block, hit the road so that it almost matches the slope from the center to the side of the road. By tilting the slope of the vertical surface 3 with respect to the bottom surface 4 from 90 °, There is no gap in the groove block abutting part, so it is necessary to cast joint concrete on site. Disappear.
【0008】[0008]
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 road cross section showing a state in which a subsidence prevention plate is placed on a road crossing groove block of the present invention. It is a figure. FIG. 2 is a side view of only the road crossing groove block. As can be seen in these figures, this road crossing gutter block 1 has a grate on the upper surface. The step groove 6 on which the ring 11 and a normal concrete lid are placed at the upper and opposite positions of both side walls. It is a U-shaped block having. A subsidence prevention plate 10 is provided on the outer middle portion of the block side wall 5. Forming a mounting step 2 on which one edge of In this example, the mounting position of the mounting stage 2 is a block. It should be installed in the middle of the area and slightly below the thickness of the subsidence prevention plate 10 from above. There is. This mounting step 2 has a connecting pin insertion hole, for example, a middle diameter is large and both ends are The tapered connecting pin 7 is inserted to prevent the pin from sinking. One edge of the stop plate 10 is placed, and the connecting pin 7 is inserted into the pin hole on the back surface of the sinking prevention plate 10. It is designed so that it cannot be removed once it is inserted. This subsidence prevention plate 10 has a pavement material on its upper surface. Covered and 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。[0009] The connection between adjacent road crossing groove blocks 1 is, for example, a joint as shown in FIGS. The metal fitting 8 is used. The structure of the joint metal fitting 8 is composed of the anchor bars 8a embedded in the block. For the integral connecting bolt hole 8b, connect the triangular connecting The rate 8c is screwed by the connecting 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に対する勾配が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、突当て面3の底面4 に対する勾配を一点鎖線の90°から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。[0010] Conventionally, this kind of road crossing groove block has been constructed as shown in FIG. The butting surface 13 of is perpendicular to the bottom surface, that is, the inclination to the bottom surface 14 of the block is 90 °. Met. Therefore, in the central part of the road, there is a wide groove in the upper part, so there is a median strip. There is no problem if it is used, but in-situ concrete 15 I needed to. FIG. 5 shows an example of the present invention. It is clear from the comparison with FIG. 6 showing the conventional block. The bottom surface 4 of the abutting surface 3 so as to almost match the slope from the center to the side of the road. The gradient for is deviated by W from the dashed-dotted line of 90 °. With this, the construction Can be easily completed just by installing the blocks while connecting them with the above fittings Became.
【0011】[0011]
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。 The road crossing groove block of the present invention has the above-mentioned structure, so that the heavy load such as automobiles It became difficult for the land subsidence to occur even under the running pressure of. Road crossing ditch block The ground subsides before and after, and only the road crossing groove block protrudes from the road surface The deterioration of the ride quality of the car is resolved, and further damage to the groove block is prevented. The effect was also obtained. In addition, the construction is easy.
【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 road sectional view showing a state in which a subsidence prevention 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 the 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 a 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 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.
1 側壁 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 side wall 2 mounting stages 3 butting surface 4 bottom 5 side walls 6 step groove 7 connecting pin 8 fittings
Claims (2)
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 for mounting a lid such as a grating water-permeable lid on an upper surface thereof, and a step 2 for mounting a subsidence prevention plate 10 is formed on an outer middle portion of a side wall 5 to cross a road. Groove block.
路中央部から側部への勾配にほぼ適合するよう突当て面
3の底面4に対する勾配を90°から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 slope of the abutting surface 3 with respect to the bottom surface 4 is deviated from 90 ° so as to substantially match the slope from the central part to the side part of the road. .
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 true JPH057773U (en) | 1993-02-02 |
| JP2558675Y2 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) |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS57174568U (en) * | 1981-04-22 | 1982-11-04 | ||
| JPS60479U (en) * | 1983-06-16 | 1985-01-05 | 山口 栄一 | drain |
-
1991
- 1991-07-12 JP JP1991062543U patent/JP2558675Y2/en not_active Expired - Lifetime
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS57174568U (en) * | 1981-04-22 | 1982-11-04 | ||
| JPS60479U (en) * | 1983-06-16 | 1985-01-05 | 山口 栄一 | drain |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2558675Y2 (en) | 1997-12-24 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| S531 | Written request for registration of change of domicile |
Free format text: JAPANESE INTERMEDIATE CODE: R323532 |
|
| R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |