JPS6312168Y2 - - Google Patents
Info
- Publication number
- JPS6312168Y2 JPS6312168Y2 JP5239183U JP5239183U JPS6312168Y2 JP S6312168 Y2 JPS6312168 Y2 JP S6312168Y2 JP 5239183 U JP5239183 U JP 5239183U JP 5239183 U JP5239183 U JP 5239183U JP S6312168 Y2 JPS6312168 Y2 JP S6312168Y2
- Authority
- JP
- Japan
- Prior art keywords
- block
- slope
- side wall
- view
- inclined surface
- 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
Links
- 238000009434 installation Methods 0.000 description 1
Landscapes
- Retaining Walls (AREA)
- Revetment (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Description
【考案の詳細な説明】
本案は新規な構成を有する法止ブロツクを提供
しようとするものである。[Detailed Description of the Invention] The present invention is intended to provide a legal block having a novel configuration.
従来河床部分２から法面部分４にかけて護岸用
ブロツクを布設した場合両部分２，４の接合部に
三角形の空隙が出来る欠点があつた。 Conventionally, when a revetment block was laid from the river bed section 2 to the slope section 4, a triangular gap was formed at the joint between the two sections 2 and 4, which was a drawback.
本案はかかる問題を充分解決しようとするもの
で以下図面を参照しながらその１実施例の詳細を
説明する。 The present invention is intended to fully solve this problem, and one embodiment thereof will be described in detail below with reference to the drawings.
１は本案の法止ブロツクである。そして、その
構成は、河床部分２に対応すべき平板ブロツク部
３Ａの左端に法面部分４に対応すべき傾斜面３Ｂ
を有する肉厚ブロツク部３Ｃを一体に構成してな
る法止ブロツク体３において、上記肉厚ブロツク
部の左方側壁部３Ｄの上方部分には法面部分に布
設されたブロツクの下縁を受ける傾斜面３Ｅが形
成され、かつ、この傾斜面３Ｅから平板ブロツク
部３Ａの右方側壁にかけて連結用透孔３Ｆが貫通
せしめられている。５は河床部分２に布設した連
結ブロツク、６は法面部分４に布設した連結ブロ
ツクを示す。７は法肩ブロツクで、側面略∧状に
構成され、連結用透孔７Ａが貫通せしめられてい
る。８はこのブロツク７の上端に連結せしめた連
結ブロツクである。 1 is the legal block on the merits of the case. The structure is such that a slope 3B corresponding to the slope portion 4 is placed at the left end of a flat plate block portion 3A corresponding to the riverbed portion 2.
In the fixing block body 3 which is integrally formed with a thick wall block portion 3C, the upper portion of the left side wall portion 3D of the thick wall portion receives the lower edge of the block laid on the slope portion. An inclined surface 3E is formed, and a connecting hole 3F is penetrated from this inclined surface 3E to the right side wall of the flat plate block portion 3A. Reference numeral 5 indicates a connecting block installed on the riverbed portion 2, and 6 indicates a connecting block installed on the slope portion 4. Reference numeral 7 denotes a shoulder block having a substantially ∧-shaped side surface, through which a connecting hole 7A passes. 8 is a connecting block connected to the upper end of this block 7.
本案のものは上述の如く法面部分４と河床部分
２との接合部に配設されるから、冒頭で指摘した
如き三角形の空隙ができず堅牢な法面処理をする
ことができる。 Since the proposed structure is disposed at the joint between the slope portion 4 and the river bed portion 2 as described above, the triangular gap as pointed out at the beginning is not formed, and a robust slope treatment can be achieved.
図面は本案の１実施例を示すもので、第１図は
平面図、第２図は同上のＡ−Ａ線断面図、第３図
は左側面図、第４図は右側面図、第５図は布設状
態の断面図、第６図は平面図、第７図は法肩ブロ
ツクの正面図、第８図は同上のＢ−Ｂ線断面図、
第９図は使用状態の断面図である。
１…法止ブロツク、３…法止ブロツク体、３Ａ
…平板ブロツク部、３Ｂ…傾斜面、３Ｃ…肉厚ブ
ロツク部、３Ｄ…左方側壁部、３Ｅ…傾斜面、３
Ｆ…連結用透孔。
The drawings show one embodiment of the present invention, and FIG. 1 is a plan view, FIG. 2 is a sectional view taken along the line A-A of the same, FIG. 3 is a left side view, FIG. 4 is a right side view, and FIG. The figure is a sectional view of the installation state, FIG. 6 is a plan view, FIG. 7 is a front view of the shoulder block, and FIG. 8 is a sectional view taken along line B-B of the same as above.
FIG. 9 is a sectional view of the device in use. 1... Law stop block, 3... Law stop block body, 3A
...Flat block part, 3B... Slanted surface, 3C... Thick block part, 3D... Left side wall part, 3E... Slanted surface, 3
F...Connection hole.
Claims (1)
左端に法面部分４に対応すべき傾斜面３Ｂを有す
る肉厚ブロツク部３Ｃを一体に構成してなる法止
ブロツク体３において、上記肉厚ブロツク部の左
方側壁部３Ｄの上方部分には法面部分に布設され
たブロツクの下縁を受ける傾斜面３Ｅが形成さ
れ、かつこの傾斜面３Ｅから平板ブロツク部３Ａ
の右方側壁にかけて連結用透孔３Ｆが貫通せしめ
られていることを特徴とする法止ブロツク。 In the stop block body 3, which is integrally formed with a thick block part 3C having an inclined surface 3B corresponding to the slope part 4 at the left end of a flat plate block part 3A corresponding to the river bed part 2, the above-mentioned thick block part An inclined surface 3E that receives the lower edge of the block installed on the slope is formed in the upper part of the left side wall 3D of the section.
A lock block characterized in that a connecting hole 3F is passed through the right side wall of the block.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5239183U JPS59156935U (en) | 1983-04-07 | 1983-04-07 | law block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5239183U JPS59156935U (en) | 1983-04-07 | 1983-04-07 | law block |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS59156935U JPS59156935U (en) | 1984-10-22 |
| JPS6312168Y2 true JPS6312168Y2 (en) | 1988-04-08 |
Family
ID=30182747
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5239183U Granted JPS59156935U (en) | 1983-04-07 | 1983-04-07 | law block |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS59156935U (en) |
-
1983
- 1983-04-07 JP JP5239183U patent/JPS59156935U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS59156935U (en) | 1984-10-22 |
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