JPH09105108A - Concrete boundary block - Google Patents
Concrete boundary blockInfo
- Publication number
- JPH09105108A JPH09105108A JP23971796A JP23971796A JPH09105108A JP H09105108 A JPH09105108 A JP H09105108A JP 23971796 A JP23971796 A JP 23971796A JP 23971796 A JP23971796 A JP 23971796A JP H09105108 A JPH09105108 A JP H09105108A
- Authority
- JP
- Japan
- Prior art keywords
- block
- hollow
- recess
- concrete boundary
- work
- 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
Landscapes
- Road Paving Structures (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、道路における車道
及び歩道の区分石、道路の舗装止として使用するのに好
適なコンクリート境界ブロックに関するものである。現
在、土木工事に最も改善を必要とする事項は、省力化と
特別な技能を必要とする工法にあるが、本発明はこの二
点を解決しようとするものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete boundary block suitable for use as a partition stone for roads and sidewalks on roads and as a paving stop for roads. At present, the matters that require the most improvement in civil engineering work are the construction methods that require labor saving and special skills, but the present invention seeks to solve these two points.
【0002】[0002]
【従来の技術】従来、この種の縁石は、下記のようなも
のになっている。 1.所謂短形(600mm〜1000mm)のものとな
っている。 2.接続部が垂直面となっている。 3.基礎は別に施工するよう構成されている。2. Description of the Related Art Conventionally, this type of curb is as follows. 1. It has a so-called short shape (600 mm to 1000 mm). 2. The connection is a vertical surface. 3. The foundation is constructed to be constructed separately.
【0003】[0003]
【発明が解決しようとする課題】従来の技術で述べたも
のにあっては、下記のような問題点を有していた。 1.所謂短形(600mm〜1000mm)のものであ
るため、施工上労働力が多く、しかも特殊(石積工)な
技術が必要である。すなわち、1個の長さが短いので接
続部が多くなり、作業性が非常に悪い。 2.接続部が垂直面であるので施工上作業性が悪い。す
なわち、平面接続となるので接続部が合いづらく、接続
部の仕上がりが醜い場合が多い。これを避けるには特殊
(石積工)な技術が必要である。 3.基礎は別に施工するため、少なくとも2人作業とな
り、工期が長期間必要となる。 4.布設作業は、縁石を吊上げて行うが、かかる作業は
不慣れな者には危険であり、作業中接触などにより角欠
けなどが多く出て作業性が悪かった。特に、このような
縁石の角欠けなどの問題を避けようとすると、手間がか
かり作業性が極めて悪いものとならざるを得なかった。The above-mentioned prior art has the following problems. 1. Since it is a so-called short type (600 mm to 1000 mm), it requires a large amount of labor for construction and a special (masonry) technique. That is, since the length of one piece is short, the number of connecting portions is large and the workability is very poor. 2. Workability is poor in construction because the connection part is a vertical surface. That is, since the connection is a plane connection, it is difficult to fit the connection portions, and the finish of the connection portions is often ugly. To avoid this, special (masonry) technology is required. 3. Since the foundation will be constructed separately, at least two people will have to work, which requires a long construction period. 4. The laying work is carried out by hoisting a curb, but such work is dangerous to an unfamiliar person, and there are many corner chips due to contact during work, resulting in poor workability. In particular, in order to avoid such problems as curb corner chipping, it takes time and labor, and workability is extremely poor.
【0004】本願は、従来の技術の有するこのような問
題点に鑑みなされたものであり、その目的とするところ
は、次のようなことのできるものを提供しようとするも
のである。従来の短尺ブロックを長尺(2000mm)
にすると共に、新たな接続構造を形成することで大幅な
省力化と、機械施工も容易にするものである。[0004] The present application has been made in view of such problems of the prior art, and an object thereof is to provide the following. Conventional short block is long (2000 mm)
At the same time, by forming a new connection structure, it is possible to greatly save labor and facilitate machine construction.
【0005】[0005]
【課題を解決するための手段】上記目的を達成するため
に、本発明のものは下記のようになるものである。すな
わち、本発明は、左右に横長の角柱状体1A1における
前面部1A2を傾斜面に構成すると共に、下面には下向
き略コ字状のくぼみ部1A3が形成されてなるブロック
本体1Aにおいて、当該ブロック本体1Aの左方側面1
A4と右方側面1A5には、当該ブロック本体1Aを左
右方向に連設する場合互いに係合する角錘台状の凹部1
A41と角錘台状の凸部1A51とが形成され、ブロッ
ク本体1Aにおける底面には左右位置をもって下向き略
コ字状に構成された吊り上げ用のくぼみ部1A6が形成
されていると共に、ブロック本体1Aの左右の長さは約
2000mm程度に構成されているコンクリート境界ブ
ロックである。In order to achieve the above object, the present invention is as follows. That is, according to the present invention, in the block main body 1A in which the front surface portion 1A2 of the horizontally long rectangular columnar body 1A1 is formed into an inclined surface, and the lower surface is provided with the downwardly-substantially U-shaped recess portion 1A3. Left side 1 of body 1A
A4 and the right side surface 1A5 have a truncated pyramid-shaped concave portion 1 that engages with each other when the block main body 1A is continuously provided in the left-right direction.
A41 and a truncated pyramid-shaped convex portion 1A51 are formed, and at the bottom surface of the block main body 1A, there is formed a recessed portion 1A6 for lifting which is arranged in a downwardly oriented substantially U-shape at the left and right positions, and the block main body 1A. The left and right sides of the concrete boundary block are configured to have a length of about 2000 mm.
【0006】本発明のものは下記のように作用する。 1.コンクリート境界ブロックにおける左右の吊り上げ
用のくぼみ部1A6,に吊具2を係止して水平に吊り上
げ布設作業を行う。この吊具2は、図6,7を参照し
て、略逆L状に構成された左右枠2Aと、この左右枠間
に張設された上下の横パイプ2Bと、左右枠の下端に水
平方向をもって連設された左右の受杆2Cと、左右枠2
Aの上端に開設したシャックル係止用小穴2A1とから
構成されている。そこで、この吊具2の左右の受杆2C
を左右の吊り上げ用のくぼみ部に差込み、シャックル
(図示略)間に連結したワイヤ(図示略)を重機により
吊り上げながら布設作業を行うことになる。 2.右方に位置するコンクリート境界ブロック1に、左
方に位置するコンクリート境界ブロック1を引き寄せ、
前者の凹部に後者の凸部を嵌合して連結する。以下順
に、同様作業を繰り返す。The present invention operates as follows. 1. The hoisting tool 2 is locked to the left and right hoisting depressions 1A6 of the concrete boundary block, and hoisting work is carried out horizontally. Referring to FIGS. 6 and 7, the suspending tool 2 includes a left and right frame 2A having a substantially inverted L shape, upper and lower horizontal pipes 2B stretched between the left and right frames, and a horizontal portion at the lower ends of the left and right frames. Left and right receiving rods 2C, which are connected in a certain direction, and left and right frames 2
It is composed of a shackle locking small hole 2A1 opened at the upper end of A. Therefore, the left and right receiving rods 2C of the hanging device 2
Is inserted into the left and right hoisting recesses, and a wire (not shown) connected between shackles (not shown) is hoisted by a heavy machine to perform the laying work. 2. Pull the concrete boundary block 1 located on the left side to the concrete boundary block 1 located on the right side,
The convex portion of the latter is fitted into the concave portion of the former and connected. The same operation is repeated in the following order.
【0007】[0007]
【発明の実施の形態】発明の実施の形態について図面を
参照して説明する。1は本発明のコンクリート境界ブロ
ックで、左右に横長の角柱状体1A1における前面部1
A2を傾斜面に構成すると共に、下面には下向き略コ字
状のくぼみ部1A3が形成されてなるブロック本体1A
において、当該ブロック本体1Aの左方側面1A4と右
方側面1A5には、当該ブロック本体1Aを左右方向に
連設する場合互いに係合する角錘台状の凹部1A41と
角錘台状の凸部1A51とが形成されている。また、ブ
ロック本体1Aにおける底面には左右位置をもって下向
き略コ字状に構成された吊り上げ用のくぼみ部1A6が
形成されている。さらに、ブロック本体1Aの左右の長
さは約2000mm程度に構成されている。高さは約2
50mm程度、底面の奥行は約260mm程度である。BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described with reference to the drawings. Reference numeral 1 is a concrete boundary block of the present invention, which is a front surface portion 1 of a horizontally long prismatic body 1A1.
A block main body 1A in which A2 is formed into an inclined surface and a downwardly facing generally U-shaped concave portion 1A3 is formed on the lower surface.
In the left side surface 1A4 and the right side surface 1A5 of the block body 1A, when the block body 1A is connected in the left-right direction, they are engaged with each other by a truncated pyramid-shaped recess 1A41 and a truncated pyramid-shaped projection. 1A51 is formed. Further, the bottom surface of the block body 1A is formed with a recessed portion 1A6 for lifting, which is formed in a downward substantially U-shape at the left and right positions. Further, the left and right lengths of the block body 1A are configured to be about 2000 mm. Height is about 2
The depth of the bottom surface is about 50 mm and about 260 mm.
【0008】[0008]
【発明の効果】本発明は、上述の通り構成されているの
で次に記載する効果を奏する。 A.長さを約2000mmにすることで1000mm当
りの作業能率を一段と向上でき工事の省力化に貢献でき
る。 B.接続面の凹部と凸部を噛合せることにより、仕上が
りが未経験者でも一定にできるので特殊な技能者を必要
とせず、作業性の改善とその仕上がりを良くすることが
できる。しかも、接続面の凹部と凸部がスムーズに接続
し、修正がいらない。また、作業の能率化と省力化を図
ることができる。 C.吊り上げ用のくぼみ部を取付けたことにより作業及
び運搬が極めて良くなった。すなわち、布設作業時に
は、コンクリート境界ブロック1をバランス良く水平を
保持しながら行うことができるので、スムーズかつ安全
に接続することができる。 D.軟度の高いコンクリートの即時脱型方法で製作でき
るので、1個の型枠で量産ができる。Since the present invention is configured as described above, it has the following effects. A. By setting the length to about 2000 mm, the work efficiency per 1000 mm can be further improved and it can contribute to the labor saving of the work. B. By engaging the concave portion and the convex portion of the connection surface, the finish can be made constant even by an inexperienced person, so that no special skill is required and the workability can be improved and the finish can be improved. Moreover, the concave portion and the convex portion of the connecting surface are smoothly connected, and no correction is required. In addition, work efficiency and labor saving can be achieved. C. Work and transportation have been greatly improved by installing the recess for lifting. That is, at the time of laying work, the concrete boundary block 1 can be carried out while maintaining the horizontal level in good balance, so that the connection can be made smoothly and safely. D. Since it can be manufactured by the instant demolding method of highly flexible concrete, it can be mass-produced with one mold.
【図1】本発明の正面図である。FIG. 1 is a front view of the present invention.
【図2】右側面図である。FIG. 2 is a right side view.
【図3】左側面図である。FIG. 3 is a left side view.
【図4】底面図である。FIG. 4 is a bottom view.
【図5】接続状態を示す正面図である。FIG. 5 is a front view showing a connected state.
【図6】吊具の平面図である。FIG. 6 is a plan view of a suspender.
【図7】A−A線断面図である。FIG. 7 is a sectional view taken along line AA.
1 コンクリート境界ブロック 1A ブロック本体 1A41 角錘台状の凹部 1A51 角錘台状の凸部 1A6 吊り上げ用のくぼみ部 1 Concrete boundary block 1A Block main body 1A41 Pyramidal trapezoidal recess 1A51 Pyramidal trapezoidal projection 1A6 Lifting recess
Claims (1)
る前面部(1A2)を傾斜面に構成すると共に、下面に
は下向き略コ字状のくぼみ部(1A3)が形成されてな
るブロック本体(1A)において、当該ブロック本体
(1A)の左方側面(1A4)と右方側面(1A5)に
は、当該ブロック本体(1A)を左右方向に連設する場
合互いに係合する角錘台状の凹部(1A41)と角錘台
状の凸部(1A51)とが形成され、ブロック本体(1
A)における底面には左右位置をもって下向き略コ字状
に構成された吊り上げ用のくぼみ部(1A6)が形成さ
れていると共に、ブロック本体(1A)の左右の長さは
約2000mm程度に構成されていることを特徴とする
コンクリート境界ブロック。1. A block main body in which a front surface portion (1A2) of a horizontally long rectangular columnar body (1A1) is formed into an inclined surface, and a downward substantially U-shaped recess portion (1A3) is formed on a lower surface. In (1A), the left side surface (1A4) and the right side surface (1A5) of the block body (1A) are pyramidal trapezoidal shapes that engage with each other when the block body (1A) is connected in the left-right direction. Of the block main body (1A41) and the truncated pyramid-shaped convex portion (1A51) are formed.
The bottom surface in A) has a recessed portion (1A6) for lifting which is formed in a substantially U-shape downward at the left and right positions, and the left and right lengths of the block body (1A) are configured to be about 2000 mm. Concrete boundary block characterized by being.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP23971796A JPH09105108A (en) | 1996-08-21 | 1996-08-21 | Concrete boundary block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP23971796A JPH09105108A (en) | 1996-08-21 | 1996-08-21 | Concrete boundary block |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP30152094A Division JPH08134819A (en) | 1994-11-09 | 1994-11-09 | Concrete boundary block |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH09105108A true JPH09105108A (en) | 1997-04-22 |
Family
ID=17048885
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP23971796A Pending JPH09105108A (en) | 1996-08-21 | 1996-08-21 | Concrete boundary block |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH09105108A (en) |
-
1996
- 1996-08-21 JP JP23971796A patent/JPH09105108A/en active Pending
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