JPS5961602A - Walking road made of concrete constructed at road shoulder part - Google Patents
Walking road made of concrete constructed at road shoulder partInfo
- Publication number
- JPS5961602A JPS5961602A JP17115282A JP17115282A JPS5961602A JP S5961602 A JPS5961602 A JP S5961602A JP 17115282 A JP17115282 A JP 17115282A JP 17115282 A JP17115282 A JP 17115282A JP S5961602 A JPS5961602 A JP S5961602A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- road
- road shoulder
- foundation concrete
- column
- 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
Links
- 239000000463 material Substances 0.000 description 8
- 238000010276 construction Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 238000003780 insertion Methods 0.000 description 3
- 230000000630 rising effect Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
本発明は路肩部に架設するコンクリート製歩道に関し、
路肩部に基礎コンクリートを打設すると共に基礎コンク
リートと平行して多数の柱を建て込み且つ柱の上面に緊
結部を設け、両端部に該緊結部と締結する緊結金具を設
けると共に上面に長手方向の係合部を設けたコンクリー
ト製梁材を各柱間にわたり載架し柱の緊結部と梁材の緊
結金具を固定して梁材を柱に固着し、板体の一方の端縁
を基礎コンクリートに固着すると共に他方の端縁寄り下
面に梁材の係合部に係合する保合部を設けたコンクリー
ト製歩道を基礎コンクリートと梁材にわたり固着したこ
とを要旨とし、歩道板の他方の端縁を立上がらせてガー
ド壁とし、または歩道板の他方の端縁部に安全柵を立設
し、また歩道板の車道側前面及び基礎コンクＩＪ −ト
の立上がり壁前面を保護する境界ブロックを基礎コンク
リート上に列設したものであり、路肩部を強化すると共
に路肩部と連設する土地の上方に堅固なコンクリート製
歩道を簡単且つ迅速に架設することを目的とする。[Detailed Description of the Invention] The present invention relates to a concrete sidewalk constructed on a road shoulder,
Foundation concrete is poured on the road shoulder, a large number of columns are erected in parallel with the foundation concrete, and a fastening section is provided on the top surface of the column. Fastening fittings to be fastened to the fastening section are provided at both ends, and a longitudinal direction is installed on the top surface. A concrete beam with an engaging part is placed between each column, and the beam is fixed to the column by fixing the column's fastening part and the beam's fastening fittings, and one edge of the plate is attached to the foundation. The gist is that a concrete walkway is fixed to the concrete and has a retaining part on the lower surface near the other edge that engages with the engaging part of the beam, and is fixed across the foundation concrete and the beam. Boundary block that raises the edge to serve as a guard wall, or erects a safety fence on the other edge of the sidewalk board, and also protects the front surface of the sidewalk board on the road side and the front surface of the rising wall of the foundation concrete IJ-to. The objective is to strengthen the road shoulder and easily and quickly erect a solid concrete sidewalk above the land connected to the road shoulder.
従来、路肩部に車道と区別して歩道を設ける場合、路肩
部の占める面積を拡幅し基礎コンクリートを打設するた
めに路肩部と連設する土地に盛土して道路を拡幅する手
間と費用を要する。また路肩部は大量の降雨などに基因
して崩壊し易く危険な個所が多い。Conventionally, when installing a sidewalk on the road shoulder to distinguish it from the roadway, it takes time and expense to widen the area occupied by the road shoulder and fill the land adjacent to the road shoulder with foundation concrete in order to widen the road. . Additionally, there are many dangerous spots on the road shoulders, which tend to collapse due to heavy rainfall.
本発明はこのような実情に鑑み提供したもので、その実
施例を図面によって詳述すると、路肩部（１）に断面り
形の基礎コンクリート（２）を打設すると共に基礎コン
クＩＪ −ト＋２１の立」−かり部上面に段部＋２Ｙを
欠設し、傾斜面（３）の適所に基礎コンクリート（２）
と平行する方向に多数のコンクリート製の柱（４）・・
を建て込むと共に柱（４）の上面にナラ） ＋４）’［
４）’を埋込み、断面■形であって両端部にナラＮ４）
’と連通するボルト挿通孔ｔ５） １５）を貫設し更に
両端部上面に凹所（６Ｙを欠設すると共に」−面に長手
方向の凹溝＋６ｆ’を欠設してコンクリート製の梁拐（
６）を形成し、梁材（６）を隣り合う柱＋４＋＋４＋に
わたり少許の間隙を保持し載架してボ）Ｖ ）挿通孔（
５）とナラ）＋４）’をそれぞれ連通させ、両端部に長
孔ｔ７）’＋７＞’を穿設した連結プレート（７）を隣
り合う梁材ｉ６） ｆ６＋に設けた凹所＋６）’ｉ６Ｋ
に緩嵌し、ナラ）＋４）’に螺合する連結用のボ／＆
） １８＋をボルト挿通孔（５）及び長孔（７Ｙに緩挿
し螺締することにより各梁材（６）を柱＋４＋［４１に
わたり固着し架設する。The present invention has been provided in view of the above-mentioned circumstances, and an embodiment thereof will be described in detail with reference to drawings. A cross-sectional foundation concrete (2) is poured on a road shoulder (1), and a foundation concrete IJ-21 is placed on the road shoulder (1). ``Notate'' - Step +2Y is missing on the upper surface of the anchorage, and foundation concrete (2) is placed in the appropriate place on the slope (3).
A large number of concrete columns (4) in a direction parallel to...
At the same time as building the oak on the top of the pillar (4) +4)'[
4) Embed '', cross section ■ shape, oak N4) at both ends.
A bolt insertion hole t5) 15) that communicates with '' is inserted through the concrete beam, and a recess (6Y) is cut out on the upper surface of both ends, and a longitudinal groove +6f' is cut out on the '- face to form a concrete beam. (
6), and place the beam material (6) across the adjacent pillars +4++4+ with a small gap between them.
5) and oak) +4)' are connected to each other, and a connecting plate (7) with a long hole t7)'+7>' bored at both ends is connected to the recess provided in the adjacent beam material i6) f6+ +6)'i6K
Connecting bolt that fits loosely into the
) 18+ is loosely inserted into the bolt insertion hole (5) and the elongated hole (7Y) and screwed to secure and erect each beam (6) across the column +4+[41.
このとき梁材（６）の天端と基礎コンクリート（２）の
天端の高さが同一レベルにあるよう架設することを要す
る。コンクリート板の一端縁を下方へ屈曲して基礎コン
クリート（２）に設けた段部（２Ｙに係合する係止縁ｔ
９Ｋを形成すると共に梁材（６）に設けだ凹溝（６２に
凹凸嵌合する隆条（９５′を係止縁１９１’の屈曲側に
突設した歩道板（９）を基礎コンクリート（２）と梁材
（６）にわたり架設して固着する。歩道板の他の実施例
として係止縁（９Ｙを形成しだ端縁と反対の端縁を立上
がらせてガード壁（１０）を設けたガード壁付き歩道板
（１１）とし、上面が平担な歩道板（９）とガード壁付
き歩道板（１１）を交互に列設し、一つおきに列設した
歩道板＋９＋ ＋９）・・にわだり安全柵（１２）をガ
ード壁（１０）と連設して成るものであり、（１□□□
は敷コンクリート、（１４）は目地コンクリートである
。而して歩道板（９）ガード壁付き歩道板（１１）及び
基礎コンクリート（２）の立上がり壁を保護するだめ基
礎コンクＩＪ −） ＋２）の水平部上に境界ブロック
（１−を列設固着し車道（１６）と区分する。At this time, it is necessary to construct the structure so that the height of the top of the beam material (6) and the top of the foundation concrete (2) are at the same level. A stepped portion (a locking edge t that engages with 2Y) is provided on the foundation concrete (2) by bending one end edge of the concrete plate downward.
9K and a sidewalk board (9) with a groove (62) provided in the beam material (6) and a ridge (95' that fits into the concave and convex portion) protruding from the bent side of the locking edge 191'. ) and the beam material (6) and fix it.As another embodiment of the sidewalk board, a guard wall (10) is provided by making the edge opposite to the locking edge (9Y) stand up. A sidewalk board with a guard wall (11) with a flat top surface and a sidewalk board with a flat top (9) and a sidewalk board with a guard wall (11) are arranged alternately, and every other sidewalk board is arranged in a row +9+ +9).・It consists of a Niwadari safety fence (12) and a guard wall (10), (1□□□
(14) is joint concrete. Therefore, boundary blocks (1-) are lined up and fixed on the horizontal part of the sidewalk board (9), the sidewalk board with guard wall (11), and the foundation concrete (2) to protect the rising wall. It is separated from the roadway (16).
本発明はこのようにして成るから、路肩部＋１）に構築
した基礎コンクＩＪ −） ＋２）と傾斜面（３）に立
設しだ柱ｔ４１）上に定着せる梁材（６）・・にわだり
歩道板（９）とガード壁付き歩道板（１１）を迅速且つ
堅固に固着することにより傾斜面（３）上に張出した歩
道を架設することができ、傾斜面（３）に対し何等の工
事を加えることを要しないだめ工費を節約し工期を短縮
できる。また路肩部（１）は基礎コンクリート（２）の
列設によって強化され崩壊する虞れがない。また地震な
どの強い衝激力が作用しても各梁材（６）の接合面に少
許の間隙を保持していること及びボ／Ｖ ） Ｉ８）を
ボルト挿通孔（５）に緩挿していることにより微少な摺
動が可能であるだめ梁材（６）全体に強大な加圧力が作
用せず従って破壊を未然に防止するのである。Since the present invention is constructed in this manner, the foundation concrete IJ -) +2) constructed on the road shoulder +1) and the beam material (6) fixed on the pillar t41) erected on the slope (3)... By quickly and firmly fixing the wading walkway board (9) and the guard walled walkway board (11), it is possible to construct a walkway that overhangs the slope (3) and prevents any damage to the slope (3). No additional construction work is required, which saves construction costs and shortens the construction period. In addition, the road shoulder section (1) is strengthened by the foundation concrete (2) and there is no risk of it collapsing. In addition, even if a strong impact force such as an earthquake is applied, a small gap should be maintained at the joint surface of each beam material (6), and the bolt (I8) should be loosely inserted into the bolt insertion hole (5). This prevents a strong pressure from acting on the entire beam member (6), which is capable of slight sliding, and thus prevents breakage.
このように本発明は構造は堅固で組立施工は容易であり
然も鉄骨材に比較しきわめて安価に架設できるすぐれた
有用発明である。As described above, the present invention is an excellent and useful invention that has a strong structure, is easy to assemble, and can be constructed at a much lower cost than steel frame materials.
第１図は本発明の実施例を示す組立側面図、第２図は第
１図におけるＡ−Ａ矢視図、第３図は柱と梁材の連結部
を示す拡大横断面図、第４図は同拡大縦断面図、第５図
は連結プレートの平面図である０FIG. 1 is an assembled side view showing an embodiment of the present invention, FIG. 2 is a view taken along the line A-A in FIG. The figure is an enlarged longitudinal sectional view of the same, and Figure 5 is a plan view of the connecting plate.
Claims (1)
リートと平行して多数の柱を建て込み且つ柱の上面に緊
結部を設け、両端部に該緊結部と締結する緊結金具を設
けると共に上面に長手方向の保合部を設けたコンクリー
ト製梁材を各柱間にわたり載架し柱の緊結部と梁材の緊
結金具を固定して梁材を柱に固着し、板体の一方の端縁
を前記基礎コンクリートに固着すると共に他方の端縁寄
り下面に前記梁材の係合部に係合する保合部を設けたコ
ンクリート製歩道板を基礎コンクリートと梁材にわたり
固着して成る路肩部に架設するコンクリート製歩道。Foundation concrete is poured on the road shoulder, a large number of columns are erected in parallel with the foundation concrete, and a fastening section is provided on the top surface of the column. Fastening fittings to be fastened to the fastening section are provided at both ends, and a longitudinal direction is installed on the top surface. A concrete beam with a retaining part is placed between each column, and the joint part of the column and the joint of the beam are fixed to fix the beam to the column, and one edge of the plate is fixed to the A concrete sidewalk board that is fixed to the foundation concrete and has a retaining part on the lower surface near the other edge that engages with the engaging part of the beam is erected on the road shoulder part that is fixed across the foundation concrete and the beam. Concrete walkway.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17115282A JPS5961602A (en) | 1982-09-29 | 1982-09-29 | Walking road made of concrete constructed at road shoulder part |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17115282A JPS5961602A (en) | 1982-09-29 | 1982-09-29 | Walking road made of concrete constructed at road shoulder part |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS5961602A true JPS5961602A (en) | 1984-04-07 |
Family
ID=15917948
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP17115282A Pending JPS5961602A (en) | 1982-09-29 | 1982-09-29 | Walking road made of concrete constructed at road shoulder part |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5961602A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2022006995A (en) * | 2020-06-25 | 2022-01-13 | インフラテック株式会社 | Overhanging sidewalk block and construction method of sidewalk using overhanging sidewalk block |
-
1982
- 1982-09-29 JP JP17115282A patent/JPS5961602A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2022006995A (en) * | 2020-06-25 | 2022-01-13 | インフラテック株式会社 | Overhanging sidewalk block and construction method of sidewalk using overhanging sidewalk block |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| RU2610476C1 (en) | Composite levelling unit under barrier railing above design of retaining wall, retaining soil pressure | |
| KR102296982B1 (en) | Transfer Structure Construction Method Using U-shaped Steel Girder | |
| JPH0615786B2 (en) | Assembly and placement type multilevel parking structure | |
| KR0184558B1 (en) | Prefabricated overpass and its construction method | |
| KR102413915B1 (en) | Noise barrier construction system using block module | |
| CA2041856A1 (en) | Construction elements | |
| JPS5961602A (en) | Walking road made of concrete constructed at road shoulder part | |
| KR102771819B1 (en) | Pedestrian bridge with pocket connections and method of constructing same | |
| NL8901218A (en) | SUPPORT STRUCTURE FOR STABILIZING THE SOIL. | |
| KR100466491B1 (en) | Rock bolt linking reinforcement equipment | |
| KR101894576B1 (en) | Rainwater Storage Tank | |
| KR200205092Y1 (en) | A reinforced earthquake-proof device | |
| JPS6338247Y2 (en) | ||
| CN214363599U (en) | Buttress type retaining wall | |
| JP2015214802A (en) | Column support block | |
| KR102211286B1 (en) | Lane separator | |
| JP6013976B2 (en) | Spring member and fence member support structure using the same | |
| JP7191754B2 (en) | Station platform reinforcement structure | |
| KR102557666B1 (en) | Deck road structure and the method of construction | |
| JP3661999B2 (en) | Construction method of guardrail foundation | |
| KR200348780Y1 (en) | Tunnel for preventing a falling rock which uses a corrugated grater | |
| JP4282507B2 (en) | Lightweight embankment structure and widening method for lighter embankment structure using the same | |
| KR20210000098A (en) | Base structure for soundproof wall of roadway | |
| KR102944734B1 (en) | Wall Construction Structure of Building using Connecting Member | |
| KR101486954B1 (en) | Extension footpath structure for reinforcement strength of pillar and it's construction method |