JP3000258B2 - Pedestrian road boundary construction method using boundary side groove blocks - Google Patents

Pedestrian road boundary construction method using boundary side groove blocks

Info

Publication number
JP3000258B2
JP3000258B2 JP7319733A JP31973395A JP3000258B2 JP 3000258 B2 JP3000258 B2 JP 3000258B2 JP 7319733 A JP7319733 A JP 7319733A JP 31973395 A JP31973395 A JP 31973395A JP 3000258 B2 JP3000258 B2 JP 3000258B2
Authority
JP
Japan
Prior art keywords
boundary
block
culvert block
culvert
modified
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
JP7319733A
Other languages
Japanese (ja)
Other versions
JPH09137498A (en
Inventor
省三 冨山
Original Assignee
富山コンクリート工業株式会社
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 富山コンクリート工業株式会社 filed Critical 富山コンクリート工業株式会社
Priority to JP7319733A priority Critical patent/JP3000258B2/en
Publication of JPH09137498A publication Critical patent/JPH09137498A/en
Application granted granted Critical
Publication of JP3000258B2 publication Critical patent/JP3000258B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

Landscapes

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

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、歩道を有する道路にお
いて、側溝と歩車道境界ブロックを一体化した、境界側
溝ブロック群による歩車道境界施工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing a sidewalk boundary using a group of boundary side groove blocks in which a side gutter and a sidewalk boundary block are integrated on a road having a sidewalk.

【0002】[0002]

【従来技術】歩道を有する道路には、大別して歩車道境
目(乗入部)に段差の付いたものと、段差のないものが
ある。歩行の安全面からみると後者の方が優れているこ
とはいうまでもない。最近多く見られるものとして、逆
T字型の境界ブロックにより歩車道を仕切る形式があ
る。
2. Description of the Related Art Roads having sidewalks are roughly classified into those with a step at a boundary of a pedestrian road (entrance portion) and those without a step. It goes without saying that the latter is superior in terms of walking safety. Recently, there is a form in which a sidewalk is partitioned by an inverted T-shaped boundary block.

【0003】ところで、これら従来型の境界は、排水、
集水処理の面について充分な配慮がなされているとは言
い難い。側溝が歩道側に埋設されている形式において
は、その側溝の蓋の孔や側溝とアスファルト舗装との間
に段差を生じて実質的な歩行面にならないことが多い。
そして段差のない形式においては、降雨時に車道、歩道
の路面の水がこの側溝へ流れ込むので歩道側に水流や水
溜まりができやすい。他方、段差を有する形式において
は、車道面の水が境界部に埋設してある管理桝を経由し
て連絡管を通じ歩道側の側溝へ流入するため、連絡管に
ゴミ等がつまりやすく、排水効果が低減する。また歩道
の路面水は蓋の孔から側溝へ導くので側溝の集水効果が
減少させられる。
By the way, these conventional boundaries are drainage,
It is hard to say that sufficient consideration has been given to water collection. In the type in which the gutter is buried on the sidewalk side, there is often a step between the gutter and the asphalt pavement due to a hole in the lid of the gutter, and the gutter does not become a substantial walking surface.
In a form without steps, water on the road surface of the road or sidewalk flows into this gutter during rainfall, so that a water flow or a water pool is easily formed on the side of the sidewalk. On the other hand, in the form with steps, water on the roadway flows into the sidewalk-side gutter through the connecting pipe through the management basin buried at the boundary, so that the connecting pipe is liable to be clogged with dirt and the drainage effect. Is reduced. In addition, since the water on the road surface of the sidewalk is guided from the hole of the lid to the gutter, the water collecting effect of the gutter is reduced.

【0004】なお、歩道側に側溝を設けないで、段差の
ある縁石に沿う車道側に側溝を設けるプレキャスト・側
溝形式があるが、この場合は歩道が広く利用できる利点
はあるが、段差があることの難点、降雨時に歩道側、車
道側の水が全てこの車道側側溝の桝に集中するため、車
道側に溢水して水溜まりが生じやすい難点がある。
There is a precast / side gutter type in which a side groove is not provided on the sidewalk side and a side groove is provided on a road side along a stepped curb. In this case, there is an advantage that the sidewalk can be widely used, but there is a step. There is a drawback in that all the water on the sidewalk side and the roadway side during rainfall concentrates on this roadway-side ditch basin, so there is a drawback that water overflows on the roadway side and water pools easily occur.

【0005】[0005]

【発明が解決しようとする課題】本発明は、従来のかか
る実情に鑑みてなされたもので、歩道側にあった側溝と
歩車道境界ブロックを一体化した境界側溝ブロック群
を、歩車道境界に埋設設置することにより、歩車道境目
の段差(乗入部の段差)をなくし、歩道の幅員を可及的
に広くするとともに安全通行を保証し、さらに路面排水
と集水効果を著しく高める、境界側溝ブロック群による
歩車道境界施工法を提案する。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-described conventional circumstances, and a boundary side groove block group in which a side groove on a sidewalk is integrated with a sidewalk boundary block is formed on a sidewalk boundary. By burying it, it eliminates the steps at the border of the sidewalk (steps at the entrance), widens the width of the sidewalk as much as possible, guarantees safe passage, and further enhances the drainage of the road surface and the water collecting effect. This paper proposes a method for constructing a pedestrian road boundary using blocks.

【0006】[0006]

【課題を解決するための手段】上記目的を達成するた
め、本発明は、天端中央の長手方向に沿って境界隆条1
を形成した自由長さの基本暗渠ブロックA、前記境界隆
条1の一端部が下方へ傾斜部1aに形成された変形暗渠
ブロックB、前記境界隆条1の中間が分断され且つその
分断空間の天端にグレ−チングを埋設させた変形暗渠ブ
ロックC、前記境界隆条1を極低1bに形成した変形暗
渠ブロックD、天端面をフラット乃至片流れ1cに形成
した変形暗渠ブロックE、グレ−チング3を埋設した集
水管理桝ブロックFの一種類あるいは数種類を、歩車道
境界に連続埋設設置することを特徴とする境界側溝ブロ
ック群による歩車道境界施工法である。
In order to achieve the above-mentioned object, the present invention provides a boundary ridge 1 along the longitudinal direction of the center of the top.
A culvert block A having a free length, a deformed culvert block B having one end of the boundary ridge 1 formed on the inclined portion 1a downward, and an intermediate portion of the boundary ridge 1 being divided and having a divided space. A modified culvert block C with a grating embedded at the top, a modified culvert block D with the boundary ridge 1 formed at an extremely low level 1b, a modified culvert block E with a flat or one-sided flow 1c at the top, and a grating. This is a pedestrian road boundary construction method using a group of boundary-side groove blocks, characterized in that one or several types of catchment management basin blocks F embedded with 3 are continuously buried and installed at the pedestrian road boundary.

【0007】[0007]

【実施例】道路状況、条件に見合って、上記基本暗渠ブ
ロックA,変形暗渠ブロックB,C,D,E及び集水管
理桝ブロックFの一種類あるいは数種類を、歩車道境界
に連続埋設設置する。即ち、図6には横断歩道を含む施
工状態、図7には歩道側、車道側の路面水を集、排水す
る施工状態、図8には出入口乗入施工状態、図9には交
差点における施工状態及び集水管理桝ブロックFにより
変形暗渠ブロックCで処理しきれない余水を流入処理す
る施工状態を、夫々示す。
DESCRIPTION OF THE PREFERRED EMBODIMENTS One or several types of the basic culvert block A, modified culvert blocks B, C, D and E and a catchment basin block F are continuously buried and installed on the pedestrian road boundary in accordance with the road conditions and conditions. . That is, FIG. 6 shows a construction state including a pedestrian crossing, FIG. 7 shows a construction state of collecting and draining road surface water on a sidewalk side and a roadway side, FIG. 8 shows a construction state at an entrance / exit, and FIG. 9 shows a construction state at an intersection. The state and the construction state in which surplus water that cannot be completely treated by the deformed culvert block C by the water collecting management block F are inflow-treated are shown.

【0008】[0008]

【発明の効果】本発明の施工法は以上のようで、歩道側
にあった側溝と歩車道境界ブロックを一体化たし境界側
溝ブロック群を、歩車道境界に連続埋設設置することに
より、歩車道境目の段差(乗入部の段差)をなくし、歩
道の幅員を可及的に広くするから、一般歩行者はもとよ
り高齢者、身体障害者、車椅子、自転車等々の歩行、横
断の円滑且つ安全な歩行を保証し、延いては車両の安全
運転にも資する。また、境界隆条1の中間が分断され且
つその分断空間の天端にグレ−チング2を埋設させた変
形暗渠ブロックCと集水管理桝ブロックFとのコンビネ
−ションにより、路面排水と集水効果を著しく高め、そ
の面からも安全歩行、走行が約束される。基本暗渠ブロ
ックと各種変形暗渠ブロックとの組合わせにより、多様
な道路状況、条件に対応が可能であり、施工も極めて容
易である。
The construction method according to the present invention is as described above. By integrating the gutters on the sidewalk side and the pedestrian road boundary blocks and continuously burying the boundary side groove blocks at the pedestrian road boundary, The steps at the roadway border (steps at the entrance) are eliminated, and the width of the sidewalk is made as wide as possible. It guarantees walking and, in turn, contributes to the safe driving of vehicles. Road surface drainage and water collection are performed by a combination of a deformed culvert block C in which the middle of the boundary ridge 1 is divided and the grating 2 is buried at the top end of the divided space and the water collection management block M. The effect is remarkably enhanced, and safe walking and running are promised from that aspect. By combining the basic culvert block and various modified culvert blocks, it is possible to cope with various road conditions and conditions, and construction is extremely easy.

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

【図1】基本暗渠ブロックAの斜視図FIG. 1 is a perspective view of a basic culvert block A.

【図2】変形暗渠ブロックBの斜視図FIG. 2 is a perspective view of a modified culvert block B.

【図3】変形暗渠ブロックCの斜視図FIG. 3 is a perspective view of a modified culvert block C;

【図4】変形暗渠ブロックDの斜視図FIG. 4 is a perspective view of a modified culvert block D.

【図5】変形暗渠ブロックEの斜視図FIG. 5 is a perspective view of a modified culvert block E;

【図6】基本暗渠ブロックAと変形暗渠ブロックBと変
形暗渠ブロックDとを組合わせた施工状態を示す斜視図
FIG. 6 is a perspective view showing a construction state in which a basic culvert block A, a modified culvert block B, and a modified culvert block D are combined.

【図7】基本暗渠ブロックAと変形暗渠ブロックCを組
合わせた施工状態で、特に路面集水状況を示す斜視図
FIG. 7 is a perspective view particularly showing a road surface water collecting condition in a construction state in which a basic culvert block A and a modified culvert block C are combined.

【図8】基本暗渠ブロックAと変形暗渠ブロックBと変
形暗渠ブロックDとを組合わせた連続接合状態を示す斜
視図
FIG. 8 is a perspective view showing a continuous joining state in which a basic culvert block A, a modified culvert block B, and a modified culvert block D are combined.

【図9】基本暗渠ブロックAと変形暗渠ブロックCとの
間に集水管理桝ブロックFを介在させ、さらに変形暗渠
ブロックEを組合わせた連続接合状態を示す斜視図
FIG. 9 is a perspective view showing a continuous joining state in which a drainage management block block F is interposed between a basic culvert block A and a modified culvert block C, and a modified culvert block E is further combined.

【符号の説明】[Explanation of symbols]

1 境界隆条 1a 傾斜部 1b 極低の境界隆条 1c 天端のフラット乃至片流れ 2 グレ−チング 3 グレ−チング A 基本暗渠ブロック B 変形暗渠ブロック C 変形暗渠ブロック D 変形暗渠ブロック E 変形暗渠ブロック F 集水管理桝ブロック DESCRIPTION OF SYMBOLS 1 Boundary ridge 1a Slope 1b Very low boundary ridge 1c Flat or one-sided flow at top 2 Grating 3 Grating A Basic culvert block B Deformed culvert block C Deformed culvert block E Deformed culvert block F Water catch management block

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 天端中央の長手方向に沿って境界隆条
(1)を形成した自由長さの基本暗渠ブロックA、前記
境界隆条(1)の一端部が下方へ傾斜部(1a)に形成
された変形暗渠ブロックB、前記境界隆条(1)の中間
が分断され且つその分断空間の天端にグレ−チング
(2)を埋設させた変形暗渠ブロックC、前記境界隆条
(1)を極低(1b)に形成した変形暗渠ブロックD、
天端面をフラット乃至片流れ(1c)に形成した変形暗
渠ブロックE、グレ−チング(3)を埋設した集水管理
桝ブロックF群の一種類あるいは数種類を歩車道境界に
連続埋設設置する境界側溝ブロック群による歩車道境界
施工法。
1. A free-length basic culvert block A having a boundary ridge (1) formed along the longitudinal direction of the center of the top end, and one end of the boundary ridge (1) is inclined downward (1a). A modified culvert block B formed in the above, a modified culvert block C in which the middle of the boundary ridge (1) is divided and a grating (2) is buried at the top end of the divided space, and the boundary ridge (1). ) Is formed to be extremely low (1b).
A boundary side groove block in which one or several kinds of a group of drainage management blocks M in which a deformed culvert block E in which the top end surface is formed in a flat or one-sided flow (1c) and a catching block 3 in which grating (3) is buried are continuously buried and installed on a pedestrian road boundary. Pedestrian road boundary construction method by group.
JP7319733A 1995-11-13 1995-11-13 Pedestrian road boundary construction method using boundary side groove blocks Expired - Lifetime JP3000258B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7319733A JP3000258B2 (en) 1995-11-13 1995-11-13 Pedestrian road boundary construction method using boundary side groove blocks

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7319733A JP3000258B2 (en) 1995-11-13 1995-11-13 Pedestrian road boundary construction method using boundary side groove blocks

Publications (2)

Publication Number Publication Date
JPH09137498A JPH09137498A (en) 1997-05-27
JP3000258B2 true JP3000258B2 (en) 2000-01-17

Family

ID=18113580

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7319733A Expired - Lifetime JP3000258B2 (en) 1995-11-13 1995-11-13 Pedestrian road boundary construction method using boundary side groove blocks

Country Status (1)

Country Link
JP (1) JP3000258B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6758840B2 (en) * 2016-01-29 2020-09-23 株式会社ヤマウ Curb-integrated gutter block and its manufacturing method
JP7109625B1 (en) * 2021-03-30 2022-07-29 正剛 大嶋 Semi-flat culvert with L-shaped blocks
JP7291450B1 (en) * 2022-06-24 2023-06-15 正剛 大嶋 Semi-flat culvert by sidewalk boundary block

Also Published As

Publication number Publication date
JPH09137498A (en) 1997-05-27

Similar Documents

Publication Publication Date Title
JP3000258B2 (en) Pedestrian road boundary construction method using boundary side groove blocks
JP2007100506A (en) Street inlet and drainage structure of pavement using the same
JP3909112B2 (en) Road structure
JPH0853808A (en) Water permeable sidewalk block
JPH0218151Y2 (en)
JP4080269B2 (en) Drainage structure of the sidewalk
JP3026815U (en) Combination of border gutter blocks at pedestrian borders
US7690857B2 (en) Storm drain relief channel and associated methods of manufacture and use
KR200364528Y1 (en) Monolithic block for gutler and boundary of road
JPH10183729A (en) Drainage channel for draining pavement
JP3060219U (en) Low step type pedestrian road boundary block
JP7109625B1 (en) Semi-flat culvert with L-shaped blocks
JPH07482Y2 (en) Drain combination block
JP2585358Y2 (en) Gutter lid
JP3334947B2 (en) Structure of permeable pavement culvert and culvert block
JP2003160905A (en) Street drain block for carriageway-footway boundary
JP2869945B2 (en) Pedestrian road boundary block
JP2619805B2 (en) Road side block
JP2896891B1 (en) Road side block
JP3853421B2 (en) Drainage method of road surface and road with drainage groove
JP3049872U (en) Easy-to-plant sidewalk block
JP3023895U (en) Variable bottom drain drain
JP3761186B2 (en) Waterway block
JP2819265B2 (en) Curb concrete block
JPH0637112Y2 (en) Concrete block for road gutter

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111112

Year of fee payment: 12

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20141112

Year of fee payment: 15

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term