JPH018622Y2 - - Google Patents

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Publication number
JPH018622Y2
JPH018622Y2 JP10673585U JP10673585U JPH018622Y2 JP H018622 Y2 JPH018622 Y2 JP H018622Y2 JP 10673585 U JP10673585 U JP 10673585U JP 10673585 U JP10673585 U JP 10673585U JP H018622 Y2 JPH018622 Y2 JP H018622Y2
Authority
JP
Japan
Prior art keywords
gutter
block
slope
embankment
blocks
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
Application number
JP10673585U
Other languages
Japanese (ja)
Other versions
JPS6216180U (en
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 filed Critical
Priority to JP10673585U priority Critical patent/JPH018622Y2/ja
Publication of JPS6216180U publication Critical patent/JPS6216180U/ja
Application granted granted Critical
Publication of JPH018622Y2 publication Critical patent/JPH018622Y2/ja
Expired legal-status Critical Current

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  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Sewage (AREA)

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は側溝用ブロツクの改良に関する。[Detailed explanation of the idea] (Industrial application field) The present invention relates to an improvement in gutter blocks.

(従来技術とその問題点) 側溝にはトラフ工法製のものと連結ブロツク工
法製のものとがある。
(Prior art and its problems) There are two types of side gutters: those made using the trough construction method and those made using the connected block construction method.

トラフとは側溝の河床部と法面とを一体に成形
したもので、例えば第5図及び第6図のトラフ1
0はU字形状の溝10aを形成したコ字状の四角
形である。このトラフ10を第5図の前後方向
(手前及び先方側)に連続状に埋設し、各トラフ
10同志の間を目地加工して側溝を構成するもの
であるが次のような問題点がある。
A trough is formed by integrally forming the river bed and slope of a gutter. For example, trough 1 in Figures 5 and 6
0 is a U-shaped quadrangle in which a U-shaped groove 10a is formed. These troughs 10 are buried in a continuous manner in the front-rear direction (front and front sides) in Figure 5, and joints are created between each trough 10 to form a gutter, but there are the following problems. .

法面と河床部とが一体に成形されているので土
圧・凍結等によつて生じる応力によるヒビ割れが
起き易い。また側溝の深さは使用するトラフで決
まつてしまい変更できない。
Because the slope and river bed are formed as one piece, cracks are likely to occur due to stress caused by earth pressure, freezing, etc. Additionally, the depth of the gutter is determined by the trough used and cannot be changed.

連結ブロツク工法は河床部ブロツクと法面部ブ
ロツクとを組合せて鋼線等で結束して側溝を構成
するものであるが次のような問題点がある。
The connected block construction method involves combining river bed blocks and slope blocks and binding them with steel wire or the like to construct a gutter, but it has the following problems.

河床部ブロツクと法面部ブロツクとを組合わせ
る時に河床部の敷幅がばらついてしまう。また目
地部分が多く、逃げ水、漏水が起き易いためにブ
ロツクの裏側を水が流れ、土砂を流出させるの
で、河床部損壊を起し易い。
When combining the riverbed block and the slope block, the width of the riverbed varies. In addition, there are many joints, which makes it easy for water to run away and leak, causing water to flow behind the block and wash away earth and sand, which can easily cause damage to the river bed.

(技術的課題) 本考案は前記問題点を解決する為になされたも
ので本考案の解決しようとする技術的課題は、河
床部の両側に法面部の一部を各々一体に形成させ
るとともに、該両側に法面部ブロツクを取付け易
くさせ、又凍結土圧の影響をうけないようにする
ことにある。
(Technical Problem) The present invention was made to solve the above-mentioned problems.The technical problem to be solved by the present invention is to form part of the slope part on both sides of the river bed integrally, The purpose is to make it easy to attach slope blocks on both sides and to avoid being affected by frozen earth pressure.

(構成) 斯る本考案の側溝用ブロツクは、上側が狭幅幅
で下側が広幅のほぼ山形状堤防部を河床部の両側
に構成し、その堤防部において外側斜面から河床
部下側の底面に達する取付孔を貫通開穿したこと
を特徴とする。
(Structure) The gutter block of the present invention has substantially mountain-shaped embankments narrow on the upper side and wide on the lower side on both sides of the riverbed, and in the embankment, from the outer slope to the bottom of the lower side of the riverbed. It is characterized by having a through-hole for the mounting hole.

(実施例) 本考案の一実施例を第1図〜第3図により説明
すれば、図はコンクリート製の側溝用ブロツク1
である。
(Embodiment) An embodiment of the present invention will be explained with reference to FIGS. 1 to 3. The figure shows a concrete gutter block 1
It is.

側溝用ブロツク1は平面略正方形状の平板状に
形成した河床部2の両側上部に、断面三角山形状
の堤防部3を各々一体状に形成したものである。
The gutter block 1 is constructed by integrally forming embankment parts 3 having a triangular mountain cross-section on both sides of a river bed part 2 which is formed into a flat plate having a substantially square plan view.

前記各堤防部3における外斜面に垂直状に断面
長孔状の取付孔4を2個ずつ貫通穿設させる。
Two attachment holes 4 each having a long cross section are perpendicularly drilled through the outer slope of each embankment portion 3.

前記取付孔4は鋼線等を通して堤防部3に連続
する法面部ブロツク(後述)を位置決めするもの
である。
The mounting hole 4 is used to position a slope block (described later) that is continuous with the embankment section 3 through a steel wire or the like.

前記側溝用ブロツク1による側溝の一例を第4
図により説明すれば、先ず地面Aを掘つて側溝用
ブロツク1を連続状に埋設し、各ブロツク1の堤
防部3の外側斜面3aに法面部ブロツク5を配設
する。
An example of the gutter using the gutter block 1 is shown in the fourth example.
To explain with reference to the drawings, first, the ground A is dug and gutter blocks 1 are buried in a continuous manner, and slope blocks 5 are arranged on the outer slope 3a of the embankment 3 of each block 1.

法面部ブロツク5は略正方形状の板材で、側溝
用ブロツク1の取付孔4に連続する貫通孔6が穿
設されたものである。
The slope block 5 is a substantially square plate material in which a through hole 6 that is continuous with the mounting hole 4 of the gutter block 1 is bored.

前記各取付孔4及び貫通孔6に鋼線7を通して
U字形に曲げ、側溝用ブロツク1及び法面部ブロ
ツク5をつなぎ、各ブロツク1,5を連続的に結
束施工する。
A steel wire 7 is passed through each of the attachment holes 4 and through holes 6 and bent into a U shape to connect the gutter block 1 and the slope block 5, and the blocks 1 and 5 are bound together continuously.

なお前記側溝における溝深さの変更は法面部ブ
ロツク5の長さの異なるものを用いるか、法面部
ブロツク5を高さ方向の連設枚数を変えればよ
く、非常に融通性がある。
The groove depth in the side gutter can be changed by using slope blocks 5 of different lengths or by changing the number of slope blocks 5 arranged in a row in the height direction, which is very flexible.

(作用、効果) 本考案によれば次のような作用、効果がある。(action, effect) According to the present invention, there are the following functions and effects.

河床部に法面の一部を一体に形成したので河床
部の目地部分が減少し、逃げ水、漏水等が少な
い。
Since a part of the slope is formed integrally with the riverbed, the number of joints in the riverbed is reduced, reducing water run-off and water leakage.

側溝用ブロツクの堤防部に設ける法面部ブロツ
クの長さによつて任意の側溝深さを得ることが出
来便利である。
It is convenient because an arbitrary gutter depth can be obtained by changing the length of the slope block provided on the embankment of the gutter block.

側溝用ブロツクの堤防部の取付孔を利用するこ
とによつて法面部ブロツクを正確に取付けること
ができる。そして、凍結土圧の強弱に合わせて法
面部ブロツクが自由に運動対処し、U字形トラフ
などのようにひび割れを起さず、施工初期の状態
を長期間維持することができる。
By using the mounting holes in the embankment of the gutter block, the slope block can be mounted accurately. The slope blocks can move freely according to the strength of the frozen earth pressure, and the initial state of construction can be maintained for a long period of time without cracking unlike a U-shaped trough.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案実施例の側溝用ブロツクを示す
平面図、第2図は第1図の−線断面図、第3
図は同立体図、第4図は前記側溝用ブロツクを用
いた側溝の断面図、第5図及び第6図は従来のU
字形トラフの正面図、第7図は従来の側溝用ブロ
ツクの平面図、第8図は同正面図である。 図中、1……側溝用ブロツク、2……河床部、
3……堤防部、4……取付孔、である。
Fig. 1 is a plan view showing a gutter block according to an embodiment of the present invention, Fig. 2 is a sectional view taken along the - line in Fig. 1, and Fig.
The figure is a three-dimensional view, FIG. 4 is a sectional view of a gutter using the gutter block, and FIGS. 5 and 6 are conventional U.
A front view of the letter-shaped trough, FIG. 7 is a plan view of a conventional gutter block, and FIG. 8 is a front view of the same. In the figure, 1...Gutter block, 2...River bed,
3... Embankment portion, 4... Mounting hole.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 上側が狭幅で下側が広幅のほぼ山形状堤防部を
河床部の両側に構成し、その堤防部において外側
斜面から河床部下側の底面に達する取付孔を貫通
開穿した側溝用ブロツク。
This gutter block has almost mountain-shaped embankment parts narrow on the upper side and wide on the lower side on both sides of the riverbed part, and in the embankment part, a mounting hole is drilled through the embankment part to reach the bottom surface on the lower side of the river bed.
JP10673585U 1985-07-12 1985-07-12 Expired JPH018622Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10673585U JPH018622Y2 (en) 1985-07-12 1985-07-12

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10673585U JPH018622Y2 (en) 1985-07-12 1985-07-12

Publications (2)

Publication Number Publication Date
JPS6216180U JPS6216180U (en) 1987-01-30
JPH018622Y2 true JPH018622Y2 (en) 1989-03-08

Family

ID=30982365

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10673585U Expired JPH018622Y2 (en) 1985-07-12 1985-07-12

Country Status (1)

Country Link
JP (1) JPH018622Y2 (en)

Also Published As

Publication number Publication date
JPS6216180U (en) 1987-01-30

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