JP3113220B2 - Concrete block for earth retaining - Google Patents

Concrete block for earth retaining

Info

Publication number
JP3113220B2
JP3113220B2 JP09194380A JP19438097A JP3113220B2 JP 3113220 B2 JP3113220 B2 JP 3113220B2 JP 09194380 A JP09194380 A JP 09194380A JP 19438097 A JP19438097 A JP 19438097A JP 3113220 B2 JP3113220 B2 JP 3113220B2
Authority
JP
Japan
Prior art keywords
log
reinforcing
retaining
retaining wall
fixed
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
JP09194380A
Other languages
Japanese (ja)
Other versions
JPH1143958A (en
Inventor
寅吉 藤林
功 藤林
Original Assignee
藤林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 藤林コンクリート工業株式会社 filed Critical 藤林コンクリート工業株式会社
Priority to JP09194380A priority Critical patent/JP3113220B2/en
Publication of JPH1143958A publication Critical patent/JPH1143958A/en
Application granted granted Critical
Publication of JP3113220B2 publication Critical patent/JP3113220B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、不要廃材木を補強
材として使用する土留用コンクリートブロックに関する
ものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete block for retaining soil using waste wood as a reinforcing material.

【0002】[0002]

【従来の技術及び発明が解決しようとする課題】土留ブ
ロック体を使用して土留擁壁を形成する際、この施工の
ために伐採した丸太材は柱材になる程太くないから廃材
にしなければならない。
2. Description of the Related Art When forming a retaining wall using a retaining block body, logs cut for this construction are not thick enough to be pillars, and must be discarded. No.

【0003】本発明は、この無駄を無くするため、不要
廃材を土留ブロック体の補強材に採用することに着眼し
た土留用コンクリートブロックを開発した。
In order to eliminate the waste, the present invention has developed a concrete block for retaining, which focuses on the use of unnecessary waste as a reinforcing material for the retaining block.

【0004】[0004]

【課題を解決するための手段】添付図面を参照して本発
明の要旨を説明する。
The gist of the present invention will be described with reference to the accompanying drawings.

【0005】土壁面1に添設する土留ブロック体aの土
留壁2に丸太嵌合部5を設け、この丸太嵌合部5に補強
用丸太3を上下多段に横架し、この補強用丸太3を土留
壁2に添設状態に固定する固定金具4を土留壁2に配設
したことを特徴とする土留用コンクリートブロックに係
るものである。
A log fitting portion 5 is provided on the retaining wall 2 of the retaining block body a attached to the soil wall surface 1, and a reinforcing log 3 is laid horizontally and vertically in multiple stages on the log fitting portion 5. Dome 3
The present invention relates to a concrete block for retaining, characterized in that a fixing fitting 4 for fixing to a state attached to the wall 2 is disposed on the retaining wall 2 .

【0006】また、土留壁2の丸太嵌合部5に補強用丸
太3を上下多段に横架し、この補強用丸太3を土留壁2
に添設状態に固定する固定用丸太9を土留壁2の左右間
に補強用丸太3と交差する状態で固定したことを特徴と
する請求項1記載の土留用コンクリートブロックに係る
ものである。
[0006] In addition, the log fitting portion 5 of the retaining wall 2 is provided with a reinforcing round.
Thick 3 is laid horizontally in multiple stages, and this log 3 for reinforcement is
Between the right and left of the retaining wall 2
It is characterized in that it is fixed in a state where it crosses the reinforcing log 3
It relates to the concrete block for retaining soil according to claim 1 .

【0007】また、土壁面1に添設する土留ブロック体
aの土留壁2の裏側に添設状態に補強用丸太3を上下多
段に横架固定したことを特徴とする土留用コンクリート
ブロックに係るものである。
[0007] A retaining block attached to the soil wall 1
A concrete block for retaining, characterized in that a reinforcing log 3 is fixed horizontally in multiple stages in the upper and lower stages in an attached state behind the retaining wall 2 of FIG.

【0008】また、留壁2にこの土留壁2を表裏方向
に貫通する貫通窓8を設け、この貫通窓8内に補強用丸
太3を上下多段に設けたことを特徴とする請求項3記載
土留用コンクリートブロックに係るものである。
Further, the soil Tomekabe 2 provided with a through window 8 that penetrates the earth retaining wall 2 in the front-back direction, claim 3, characterized in that the reinforcing logs 3 provided vertically multiple stages in the through window within 8 Description
The present invention relates to a concrete block for retaining soil.

【0009】[0009]

【発明の実施の形態】好適な本発明の実施の形態を、簡
単な作用効果を示して実施の一例を示した図面に基づい
て説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of the present invention will be described with reference to the drawings showing an example of the embodiment showing simple functions and effects.

【0010】・請求項1の発明 土壁面1に添設する土留ブロック体aの土留壁2の丸太
嵌合部5に補強用丸太3を上下多段に横架固定したか
ら、従来までは不要廃材として処理されていた土留擁壁
形成に際して伐採する丸太材を土留ブロック体aの補強
材として使用することができ、これにより廃棄する無駄
と廃棄に要する余計な作業を無くすると共に、土留用コ
ンクリートブロック自体を補強しながら同時に丸太材に
よる自然感も合わせ持つ極めて体裁が良好で実用性にも
秀れた土留用コンクリートブロックを提供できることと
なる。
The logs of the retaining wall 2 of the retaining block a attached to the soil wall 1
Since the reinforcing logs 3 are fixed horizontally on the fitting portion 5 in multiple vertical stages, the logs cut down when forming the retaining wall, which had been conventionally treated as unnecessary waste material, are used as the reinforcing material for the retaining block a. In addition to eliminating wasteful waste and unnecessary work required for disposal, the concrete block for soil retaining itself is reinforced while at the same time having the natural feeling of the log material. It is possible to provide a concrete block for retaining.

【0011】また、土留壁2に補強用丸太3を上下多段
に横架し、この補強用丸太3を 土留壁2に添設状態に固
定する固定金具4を土留壁2に配設しているから、 この
固定金具4により補強用丸太3が土留壁2に確固に固定
されることにな る。
In addition, a reinforcing log 3 is provided on the retaining wall 2 in multiple vertical stages.
The reinforcement log 3 is fixed to the retaining wall 2 in a state where it is attached.
Because by disposing the fixing member 4 to a constant in the earth retaining wall 2, the
Reinforcing log 3 is securely fixed to the retaining wall 2 by the fixing bracket 4
Is the thing ing.

【0012】また、丸太嵌合部5を設けることで、土留
ブロック体aの成形に要するコ ンクリート使用量が従来
品よりも少なくて済み、更にこの丸太嵌合部5に収 納固
定する補強用丸太3として不要廃材を使用することでコ
スト安に構成で きる。
Further , the provision of the log fitting portion 5 allows the
Required for molding the block body a concrete usage conventional
Fewer than goods, further retract and solid in this log engaging portion 5
By using unnecessary waste materials as reinforcing logs 3
Kill the configuration to strike depreciation.

【0013】・請求項2の発明土留壁2に補強用丸太3を上下多段に横架し、この補強
用丸太3を土留壁 2に添設状態に固定する固定用丸太9
を土留壁2の左右間に補強用丸太3と 交差する状態で固
定しているから、請求項1の発明の作用効果に加えて、
の補強用丸太3と交差する固定用丸太9により補強用
丸太3を土留壁2に確 固に押さえ込み固定できることに
なり、しかも不要廃材としての丸太材を補 強用丸太3の
固定材として使用することができるから一層無駄が無い
上、こ の固定用丸太9にも苔や雑草が生え易いし、所望
植物を育成させることも可 能となる。
The reinforcing logs 3 are laid on the earth retaining wall 2 in a vertical and multi-stage manner.
Log 9 for fixing the log 3 to the retaining wall 2 in an attached state
Between the left and right sides of the retaining wall 2 while intersecting with the log 3 for reinforcement.
Therefore, in addition to the function and effect of the invention of claim 1,
Reinforcing the fixing logs 9 intersecting the reinforcing logs 3 of this
That can be fixed hold-down the logs 3 Make solid to earth retaining walls 2
Now, yet a round timber of as an unnecessary waste of reinforcement for logs 3
Less waste because it can be used as a fixing material
On, to easy grows moss and weeds also fixed for log 9 of this, the desired
Be growing plants also becomes possible.

【0014】・請求項3の発明 土留壁2の裏側に添設状態に補強用丸太3を上下多段に
横架固定しているから、土留擁壁形成に際しては土留壁
2の裏側に土砂を詰入して土壁面1が形成されるため、
単に補強用丸太3を仮止めしておいて土壁面1を形成す
るだけで補強用丸太3は確固に押さえ込まれることとな
り、補強用丸太3を土留壁2の裏側に横架固定する際の
固定強度を配慮する必要がない。
[0014] - a reinforcing logs 3 to additionally provided state on the back of the Invention earth retaining wall 2 of claim 3 from the upper and lower multiple stages are laterally placed fixed, the sediment on the back side of the earth retaining wall 2 when the soil Tomeyo wall forming Because the soil wall 1 is formed by packing,
The reinforcement log 3 is firmly pressed down only by temporarily fixing the reinforcement log 3 and forming the earth wall 1, and is fixed when the reinforcement log 3 is fixed horizontally to the back side of the retaining wall 2. There is no need to consider strength.

【0015】・請求項4の発明 土留壁2にこの土留壁2を表裏方向に貫通する貫通窓8
を設け、この貫通窓8内に補強用丸太3を上下多段に設
けたから、請求項3の発明の作用効果に加えて、この貫
通窓8から露出する補強用丸太3に苔や雑草が生え易
く、また所望植物を育成させることも可能であるから、
請求項の発明と同様に土留擁壁の表側に植物が生育す
る自然環境に適した景観が得られることになる。
The penetrating window 8 penetrating through the retaining wall 2 in the front and back directions.
And the reinforcing logs 3 are provided in the upper and lower tiers in the through window 8, so that moss and weeds easily grow on the reinforcing log 3 exposed from the through window 8 in addition to the effect of the invention of claim 3. Since it is also possible to grow a desired plant,
As in the third aspect , a landscape suitable for a natural environment where plants grow on the front side of the retaining wall can be obtained.

【0016】また、貫通窓8が土留壁2の表側から裏側
へも、裏側から表側へも極めて良好に水分を通して水抜
き作用を果たすから、別個に水抜き孔などを設ける必要
がない。
Further, since the penetrating window 8 performs water drainage extremely well from the front side to the back side of the retaining wall 2 and from the back side to the front side, it is not necessary to provide a separate drain hole or the like.

【0017】[0017]

【実施例】図面は本発明の好適な実施の五例を示してい
るもので、図1〜図3は第一実施例、図4〜図6は第二
実施例、図7〜図9は第三実施例、図10〜図12は第
四実施例、図13〜図16は第五実施例を示している。
1 to 3 show a first embodiment, FIGS. 4 to 6 show a second embodiment, and FIGS. 7 to 9 show five preferred embodiments of the present invention. FIGS. 10 to 12 show a fourth embodiment, and FIGS. 13 to 16 show a fifth embodiment.

【0018】第一実施例について詳述する。The first embodiment will be described in detail.

【0019】本実施例は、土壁面1に添設する土留ブロ
ック体aの土留壁2の表側に添設状態に補強用丸太3を
上下多段に横架固定した土留用コンクリートブロックに
係るものである。
The present embodiment relates to a concrete block for retaining soil in which a reinforcing log 3 is horizontally and vertically fixed in multiple stages in an attached state on the front side of the retaining wall 2 of the retaining block body a attached to the soil wall surface 1. is there.

【0020】補強用丸太3は、従来技術の項で述べた土
留擁壁形成に際し伐採して不要となった丸太廃材を使用
する。
For the reinforcing log 3, waste log material which has been cut and is unnecessary when forming the retaining wall described in the section of the prior art is used.

【0021】土留壁2の表側に補強用丸太3を固定する
方法は、土留壁2に上下多段に横架した補強用丸太3を
土留壁2に添設状態に固定する固定金具4を土留壁2の
左右間に複数個設ける。
A method of fixing the reinforcing log 3 to the front side of the retaining wall 2 is as follows. A fixing bracket 4 for fixing the reinforcing log 3 laid horizontally on the retaining wall 2 in multiple stages up and down is attached to the retaining wall 2. A plurality is provided between the left and right of the two.

【0022】更に具体的には、土留壁2の表側に補強用
丸太3を所望段数だけ並べて収納する丸太嵌合部5を形
成し、この丸太嵌合部5の左右上下に埋込保持ボルト6
を突設し、この上下の埋込保持ボルト6の突出部間に固
定金具4としての押さえ込み鉄板4aを螺着して補強用
丸太3を横架固定する。
More specifically, a log fitting portion 5 is formed on the front side of the retaining wall 2 for storing the reinforcing logs 3 in a desired number of rows and accommodates them.
And a pressing iron plate 4a as a fixing bracket 4 is screwed between the projecting portions of the upper and lower embedded holding bolts 6 to fix the reinforcing log 3 horizontally.

【0023】この押さえ込み鉄板4aを外せば、腐った
補強用丸太3の取り替えが簡単にできる。
If the holding iron plate 4a is removed, the rotten reinforcing log 3 can be easily replaced.

【0024】また、補強用丸太3に植物を育生させるこ
とも可能となる。
Further, it is possible to grow plants on the log 3 for reinforcement.

【0025】従って、本実施例では、丸太嵌合部5を形
成する構造上、土留ブロック体aの成形に要するコンク
リート使用量が従来品より少なくて済み、更にこの丸太
嵌合部5に収納固定する補強用丸太3を不要廃材とした
ことからもコスト安に構成できる。
Therefore, in the present embodiment, the amount of concrete required for forming the retaining block a is smaller than that of the conventional product due to the structure for forming the log fitting portion 5, and furthermore, the log fitting portion 5 is stored and fixed in the log fitting portion 5. Since the reinforcing log 3 to be used is made an unnecessary waste material, it can be configured at a low cost.

【0026】また、本実施例は、丸太嵌合部5の奥側に
防水マットや防水板などの防水材7を設けて、この防水
材7により土壁面1から丸太嵌合部5への地下水などの
侵入を阻止する構成とし、これにより丸太嵌合部5に収
納固定した補強用丸太3を腐りにくくして長期の使用に
耐え得るようにしている。
In this embodiment, a waterproof material 7 such as a waterproof mat or a waterproof plate is provided on the back side of the log fitting portion 5, and the waterproof material 7 allows groundwater from the earth wall surface 1 to the log fitting portion 5. Thus, the reinforcing log 3 housed and fixed in the log fitting portion 5 is made hard to rot, and can withstand long-term use.

【0027】図中符号10は水抜き孔、14は排水溝であ
る。
In the drawing, reference numeral 10 denotes a drain hole, and 14 denotes a drain groove.

【0028】第二実施例について詳述する。The second embodiment will be described in detail.

【0029】本実施例は、第一実施例と同様な土留壁2
の表側に補強用丸太3を上下多段に設けるタイプの土留
用コンクリートブロックにおいて、丸太嵌合部5に収納
した補強用丸太3を第一実施例とは異なる方法で固定し
た場合である。
In this embodiment, the same retaining wall 2 as in the first embodiment is used.
This is a case where the reinforcing logs 3 stored in the log fitting portion 5 are fixed by a method different from that of the first embodiment in a concrete block for retaining, of a type in which the reinforcing logs 3 are provided on the front side in multiple vertical stages.

【0030】具体的には、補強用丸太3を釘12止めする
固定金具4としてのアングル鋼4bを丸太嵌合部5の左
右に設けて固定する。
More specifically, angle steel 4b is provided on the left and right sides of the log fitting portion 5 as the fixing metal 4 for fixing the reinforcing log 3 to the nail 12, and fixed.

【0031】更に詳述すると、土留壁2の表側に補強用
丸太3の直径よりも底を浅くした方形型の丸太嵌合部5
を形成し、この丸太嵌合部5開口部の左右縁に沿ってア
ングル鋼4bを配設して保持ボルト6で固定している。
More specifically, a square log fitting portion 5 having a shallower bottom than the diameter of the reinforcing log 3 is provided on the front side of the retaining wall 2.
The angle steel 4 b is disposed along the left and right edges of the opening of the log fitting portion 5 and is fixed with the holding bolt 6.

【0032】このアングル鋼4bの土留壁2表側へ立ち
上がる片側板面には釘孔11が形成されていて、丸太嵌合
部5より表側へはみ出す補強用丸太3の左右側面に、こ
の釘孔11から釘12を打ち込んで固定することができる構
成である。
A nail hole 11 is formed on one side plate surface of the angle steel 4b which rises to the front side of the retaining wall 2. The nail holes 11 are formed on the left and right side surfaces of the reinforcing log 3 which protrudes from the log fitting portion 5 to the front side. In this configuration, the nail 12 can be driven and fixed.

【0033】尚、多段に並べた補強用丸太3の周面上に
上下を保持ボルト6で固定した固定金具4としての釘孔
を備えた鉄板を配し、この鉄板の釘孔から補強用丸太3
周面に釘を打ち込んで固定するようにしても良い。
An iron plate provided with nail holes as fixing fittings 4 fixed on the upper and lower sides by holding bolts 6 is disposed on the peripheral surface of the reinforcing logs 3 arranged in multiple stages, and the reinforcing logs are passed through the nail holes of the iron plate. 3
A nail may be driven into the peripheral surface and fixed.

【0034】第三実施例について詳述する。The third embodiment will be described in detail.

【0035】本実施例は、第二実施例の土留用コンクリ
ートブロックにおいて、丸太嵌合部5に収納した補強用
丸太3を第一実施例とも第二実施例とも異なる方法で固
定した場合である。
This embodiment is a case where the reinforcing log 3 housed in the log fitting portion 5 is fixed by a method different from those of the first embodiment and the second embodiment in the concrete block for retaining soil of the second embodiment. .

【0036】具体的には、土留壁2に補強用丸太3を上
下多段に横架し、この補強用丸太3を土留壁2に添設状
態に固定する固定用丸太9を土留壁2の左右間に補強用
丸太3と交差する状態で固定する。
More specifically, a reinforcing log 3 is laid horizontally and vertically in multiple stages on the retaining wall 2, and the fixing log 9 for fixing the reinforcing log 3 to the retaining wall 2 is attached to the retaining wall 2. It is fixed so as to intersect the reinforcing log 3 between them.

【0037】更に詳述すると、固定用丸太9は、補強用
丸太3同様不要廃材を使用している。
More specifically, the fixing log 9 uses unnecessary waste material like the reinforcing log 3.

【0038】この固定用丸太9を、丸太嵌合部5に収納
した補強用丸太3と交差する状態にしてその左右部上に
配設し、上下を保持ボルト6で固定して補強用丸太3を
押さえ込み固定する。図中符号13は保持ボルト6を螺着
するボルト穴である。
The fixing log 9 is disposed on the left and right portions of the log 3 so as to intersect with the reinforcing log 3 housed in the log fitting portion 5. And fix it. Reference numeral 13 in the figure denotes a bolt hole into which the holding bolt 6 is screwed.

【0039】また、本実施例では、固定用丸太9と共
に、固定金具4を併用した場合を示している。
In this embodiment, a case is shown in which the fixing bracket 4 is used together with the fixing log 9.

【0040】具体的には、補強用丸太3を釘12止めする
固定金具4としての固定用鉄板4cを丸太嵌合部5の左
右に設けて固定する。
Specifically, a fixing iron plate 4c as a fixing fitting 4 for fixing the reinforcing log 3 to the nail 12 is provided on the left and right sides of the log fitting portion 5 and fixed.

【0041】更に詳述すると、固定用鉄板4cは、第一
実施例のアングル鋼4bを平板化した形状で、この固定
用鉄板4cを丸太嵌合部5の左右内側面に保持ボルト6
で固定し釘孔11を備えた片側面を土留壁2の表側へ突出
させている。
More specifically, the fixing iron plate 4c is formed by flattening the angle steel 4b of the first embodiment, and the fixing iron plate 4c is attached to the left and right inner surfaces of the log fitting part 5 by holding bolts 6c.
And one side provided with a nail hole 11 is projected to the front side of the retaining wall 2.

【0042】この丸太嵌合部5より表側へはみ出す補強
用丸太3の左右側面に、釘孔11から釘12を打ち込んで固
定する。
A nail 12 is driven into the left and right side surfaces of the reinforcing log 3 protruding from the log fitting portion 5 to the front side by driving a nail 12 through a nail hole 11.

【0043】従って、本実施例では、第一実施例の作用
効果に加えて、固定金具4と固定用丸太9とによる二重
固定構造で補強用丸太3を固定するから、第一,第二実
施例よりも補強用丸太3が確固に固定されることにな
る。
Accordingly, in this embodiment, in addition to the operation and effect of the first embodiment, the reinforcing log 3 is fixed by the double fixing structure of the fixing bracket 4 and the fixing log 9, so that the first and second logs are fixed. The reinforcing log 3 is more securely fixed than in the embodiment.

【0044】第四実施例について詳述する。The fourth embodiment will be described in detail.

【0045】本実施例は、土壁面1に添設する土留ブロ
ック体aの土留壁2の裏側に添設状態に補強用丸太3を
上下多段に横架固定した土留用コンクリートブロックに
係るものである。
The present embodiment relates to a concrete block for retaining soil in which reinforcing logs 3 are fixed horizontally and vertically in multiple stages while being attached to the rear side of the retaining wall 2 of the retaining block body a attached to the soil wall surface 1. is there.

【0046】また、土留壁2にこの土留壁2を表裏方向
に貫通する貫通窓8を設け、この貫通窓8内に補強用丸
太3を上下多段に設けた場合である。
Further, there is a case where the retaining wall 2 is provided with a through window 8 penetrating the retaining wall 2 in the front and back directions, and the reinforcing logs 3 are provided in the through window 8 in multiple vertical stages.

【0047】土留壁2の裏側に補強用丸太3を固定する
方法は、土留壁2の裏側に補強用丸太3を多段に並べて
収納することができる丸太嵌合部5を形成し、この丸太
嵌合部5の左右に固定金具4としての仮止金具4dを配
設して保持ボルト6で固定することにより補強用丸太3
を仮止する。
The method of fixing the reinforcing logs 3 to the back side of the retaining wall 2 is as follows. A log fitting portion 5 is formed on the back side of the retaining wall 2 so that the reinforcing logs 3 can be arranged in multiple stages and stored. Temporary fixing fittings 4d as fixing fittings 4 are arranged on the left and right sides of the joint 5 and fixed with the holding bolts 6 so that the reinforcing logs 3
Is temporarily stopped.

【0048】図面の形状の仮止金具4dの場合、側方か
ら補強用丸太3を差し込んで仮止しても良い。
In the case of the temporary fastener 4d having the shape shown in the drawing, the reinforcing log 3 may be inserted from the side and temporarily fastened.

【0049】施工に際しては、土留壁2の裏側に土砂を
詰入して土壁面1が形成されるから上下多段に積み上げ
られた補強用丸太3は確固に押さえ込まれることにな
る。
During the construction, the earth wall 1 is formed by filling the backside of the earth retaining wall 2 with earth and sand, so that the reinforcing logs 3 stacked up and down in multiple stages are firmly pressed down.

【0050】貫通窓8は、土留壁2の幅方向に沿った長
さを有する横長窓に形成している。また、この貫通窓8
は、土留壁2の強度が損なわれないように縦幅を狭めた
細長窓に形成している。
The through window 8 is formed as a horizontally long window having a length along the width direction of the retaining wall 2. In addition, this penetrating window 8
Is formed in an elongated window having a reduced vertical width so that the strength of the retaining wall 2 is not impaired.

【0051】この貫通窓8から土留壁2の表側に露出す
る補強用丸太3に植物を育成することができる。
Plants can be grown on the reinforcing logs 3 exposed on the front side of the retaining wall 2 from the through window 8.

【0052】また、この貫通窓8が第一,第二,第三実
施例でいう水抜き孔10の役割を果たし、水分を通すこと
になる。
The through window 8 plays the role of the drain hole 10 in the first, second and third embodiments, and allows moisture to pass through.

【0053】従って、本実施例では、丸太嵌合部5と貫
通窓8を形成する構造上、土留ブロック体aの成形に要
するコンクリート使用量が第一,第二,第三実施例より
少なくて済み、更に一層コスト安に構成できる。
Therefore, in the present embodiment, the amount of concrete required for forming the retaining block a is smaller than that of the first, second and third embodiments due to the structure of forming the log fitting portion 5 and the through window 8. And can be configured at even lower cost.

【0054】第五実施例について詳述する。The fifth embodiment will be described in detail.

【0055】本実施例は、第四実施例と同様な土留壁2
に貫通窓8を備え、土留壁2の裏側に補強用丸太3を上
下多段に設けるタイプの土留用コンクリートブロックに
おいて、丸太嵌合部5に収納した補強用丸太3を第四実
施例とは異なる方法により固定した場合である。
In this embodiment, the same retaining wall 2 as that of the fourth embodiment is used.
In the concrete block for retaining, which is provided with a through-hole 8 at the back side of the retaining wall 2 and the reinforcing logs 3 are provided in multiple vertical stages, the reinforcing logs 3 stored in the log fitting portion 5 are different from those of the fourth embodiment. This is the case where it is fixed by the method.

【0056】具体的には、土留壁2の裏側左右の内側面
に溝状の丸太嵌合部5を形成し、補強用丸太3を収納し
た丸太嵌合部5の挿入開口部5aを固定金具4としての
閉塞鉄板4eで閉塞して固定する。
More specifically, a groove-shaped log fitting portion 5 is formed on the left and right inner surfaces on the back side of the retaining wall 2, and the insertion opening 5 a of the log fitting portion 5 in which the reinforcing log 3 is stored is fixed. 4 and closed by a closed iron plate 4e.

【0057】更に詳述すると、土留壁2の裏側左右の内
側面に土留壁2の壁面に沿って溝状の丸太嵌合部5を形
成し、この左右夫々の丸太嵌合部5上部の挿入開口部5
aから所望本数の補強用丸太3を嵌挿して上下多段に積
み上げ収納できるように構成している。
More specifically, groove-shaped log fitting portions 5 are formed along the wall surfaces of the retaining wall 2 on the left and right inner surfaces on the rear side of the retaining wall 2, and the upper portions of the left and right log fitting portions 5 are inserted. Opening 5
The desired number of reinforcing logs 3 are inserted from a and stacked up and down in multiple stages.

【0058】この左右夫々の挿入開口部5aに閉塞鉄板
4eを配設して閉塞し、この閉塞状態を保持ボルト6で
固定して補強用丸太3を抜止不能に固定する。図中符号
13は保持ボルト6を螺着するボルト穴である。
A closed iron plate 4e is disposed in each of the left and right insertion openings 5a and closed, and the closed state is fixed with holding bolts 6 to fix the reinforcing log 3 so that it cannot be pulled out. Symbols in the figure
Reference numeral 13 denotes a bolt hole into which the holding bolt 6 is screwed.

【0059】貫通窓8は、土留壁2の強度を損なわない
ように土留壁2の中央部を残した左右分割窓に形成して
いる。
The penetrating window 8 is formed as a left / right split window leaving a central portion of the retaining wall 2 so as not to impair the strength of the retaining wall 2.

【0060】従って、本実施例では、第四実施例の作用
効果に加えて、補強用丸太3が溝状の丸太嵌合部5にガ
イドされて脱落しないから、固定金具4で固定するまで
多段に並べた補強用丸太3を押さえておく必要がなく、
この補強用丸太3の取付作業が簡易に行われる。
Therefore, in this embodiment, in addition to the operation and effect of the fourth embodiment, since the reinforcing log 3 is guided by the groove-shaped log fitting portion 5 and does not fall off, it is multi-step until it is fixed by the fixing bracket 4. There is no need to hold the reinforcement logs 3 arranged in
The work of mounting the reinforcing log 3 is easily performed.

【0061】[0061]

【発明の効果】請求項1の発明においては上述のよう
に、土壁面に添設する土留ブロック体の土留壁の丸太嵌
合部に補強用丸太を上下多段に横架固定したから、従来
までは不要廃材として処理されていた土留擁壁形成に際
して伐採する丸太材を土留ブロック体の補強材として使
用することができ、これにより廃棄する無駄と廃棄に要
する余計な作業を無くすると共に、土留用コンクリート
ブロック自体を補強しながら同時に丸太材による自然感
も合わせ持つ極めて体裁が良好で実用性にも秀れた土留
用コンクリートブロックを提供できることとなる。
According to the first aspect of the present invention, as described above, the log retaining of the retaining wall of the retaining block body attached to the soil wall is performed.
Since the log for reinforcement was fixed in the upper and lower stages in the joint part , the logs cut down when forming the retaining wall, which had been treated as unnecessary waste until now, can be used as the reinforcing material of the retaining block body. The concrete block for soil retaining which is extremely good in appearance and has excellent practicality, while eliminating waste and unnecessary work required for disposal, reinforcing the concrete block for retaining and itself, and at the same time combining the natural feeling of logs. Can be provided.

【0062】また、土留壁に補強用丸太を上下多段に横
架し、この補強用丸太を土留壁に添設状態に固定する固
定金具を土留壁に配設しているから、この固定金具によ
り補強用丸太が土留壁に確固に固定されることになる。
In addition, a log for reinforcement is laid on the earth retaining wall in multiple vertical stages.
And fix the log for reinforcement in a state attached to the retaining wall.
Since the metal fittings are installed on the retaining wall,
The log for reinforcement is firmly fixed to the retaining wall.

【0063】また、丸太嵌合部を設けることで、土留ブ
ロック体の成形に要するコンクリート使用量が従来品よ
りも少なくて済み、更にこの丸太嵌合部に収納固定する
補強用丸太として不要廃材を使用することでコスト安に
構成できる。
Further, by providing the log fitting portion, the retaining bolt can be provided.
The amount of concrete required to form the lock body is lower than conventional products
Less, and it is stored and fixed in this log fitting part.
Cost reduction by using unnecessary waste wood as reinforcement logs
Can be configured.

【0064】請求項2の発明においては上述のように、
土留壁に補強用丸太を上下多段に横架し、この補強用丸
太を土留壁に添設状態に固定する固定用丸太を土留壁の
左右間に補強用丸太と交差する状態で固定しているか
ら、請求項1の発明の作用効果に加えて、この補強用丸
太と交差する固定用丸太により補強用丸太を土留壁に確
固に押さえ込み固定できることになり、しかも不要廃材
としての丸太材を補強用丸太の固定材として使用するこ
とができるから一層無駄が無い上、この固定用丸太にも
苔や雑草が生え易いし、所望植物を育成させることも可
能となる秀れた構成となる。
In the invention of claim 2, as described above,
Reinforcing logs are laid horizontally on the earth retaining wall in multiple stages up and down.
Secure the logs to the retaining wall by attaching them to the retaining wall.
Is it fixed so that it intersects the reinforcing log between the left and right
In addition to the effects of the invention of claim 1, the reinforcing circle
Fixing logs are secured to the retaining wall by fixing logs that intersect
It can be pressed down firmly and fixed, and unnecessary waste material
Log material as a fixing material for reinforcing logs
And there is no waste, and this fixing log
Moss and weeds are easy to grow, and it is possible to grow desired plants
It will be an excellent configuration that will work.

【0065】請求項3の発明においては上述のように、
土留壁の裏側に添設状態に補強用丸太を上下多段に横架
固定しているから、土留擁壁形成に際しては土留壁の裏
側に土砂を詰入して土壁面が形成されるため、単に補強
用丸太を仮止めしておいて土壁面を形成するだけで補強
用丸太は確固に押さえ込まれることとなり、補強用丸太
を土留壁の裏側に横架固定する際の固定強度を配慮する
必要がない。
In the invention of claim 3, as described above,
Since the back side of the earth retaining wall reinforcing logs on additionally provided state are laterally placed and fixed to the upper and lower multiple stages, because the soil wall by entering packed sediment on the back side of the earth retaining wall when soil Tomeyo wall formation is formed, It is necessary to consider the fixing strength when reinforcing logs are fixed laterally to the back of the retaining wall simply by temporarily fixing the reinforcing logs and forming the earth wall, and the reinforcing logs will be firmly pressed down. There is no.

【0066】請求項4の発明においては上述のように、
土留壁にこの土留壁を表裏方向に貫通する貫通窓を設
け、この貫通窓内に補強用丸太を上下多段に設けたか
ら、請求項3の発明の作用効果に加えて、この貫通窓か
ら露出する補強用丸太に苔や雑草が生え易く、また所望
植物を育成させることも可能であるから、請求項の発
明と同様に土留擁壁の表側に植物が生育する自然環境に
適した景観が得られることになる。
In the invention of claim 4, as described above,
Since the retaining wall is provided with a through window penetrating the retaining wall in the front and back directions, and reinforcing logs are provided in multiple stages in the through window in addition to the function and effect of the invention according to claim 3, it is exposed from the through window. Moss and weeds can easily grow on the log for reinforcement, and it is possible to grow desired plants. Therefore, a landscape suitable for a natural environment where plants grow on the front side of the retaining wall can be obtained in the same manner as the invention of claim 3. Will be done.

【0067】また、貫通窓が土留壁の表側から裏側へ
も、裏側から表側へも極めて良好に水分を通して水抜き
作用をも果たすから、別個に水抜き孔などを設ける必要
がない。
Further, since the penetrating window has a very good water draining function from the front side to the back side of the earth retaining wall and also from the back side to the front side, it is not necessary to separately provide a drain hole.

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

【図1】第一実施例を示す土留壁の表側方向からの斜視
図である。
FIG. 1 is a perspective view from the front side of a retaining wall showing a first embodiment.

【図2】第一実施例を示す土留壁の裏側方向からの斜視
図である。
FIG. 2 is a perspective view from the back side of the retaining wall showing the first embodiment.

【図3】第一実施例の使用状態を示す側面図である。FIG. 3 is a side view showing a use state of the first embodiment.

【図4】第二実施例の土留ブロック体を二体並設した状
態を示す斜視図である。
FIG. 4 is a perspective view showing a state in which two retaining blocks of the second embodiment are juxtaposed.

【図5】第二実施例の補強用丸太を省略した土留ブロッ
ク体を示す斜視図である。
FIG. 5 is a perspective view showing a retaining block body of the second embodiment in which a reinforcing log is omitted.

【図6】第二実施例の使用状態を示す側断面図である。FIG. 6 is a side sectional view showing a use state of the second embodiment.

【図7】第三実施例の土留ブロック体を二体並設した状
態を示す斜視図である。
FIG. 7 is a perspective view showing a state in which two retaining blocks of the third embodiment are arranged side by side.

【図8】第三実施例の補強用丸太及び固定用丸太を省略
した土留ブロック体を示す斜視図である。
FIG. 8 is a perspective view showing a retaining block body in which a reinforcing log and a fixing log according to a third embodiment are omitted.

【図9】第三実施例の使用状態を示す側断面図である。FIG. 9 is a side sectional view showing a use state of the third embodiment.

【図10】第四実施例を示す土留壁の表側方向からの斜
視図である。
FIG. 10 is a perspective view from the front side of a retaining wall showing a fourth embodiment.

【図11】第四実施例を示す土留壁の裏側方向からの斜
視図である。
FIG. 11 is a perspective view from the back side of a retaining wall showing a fourth embodiment.

【図12】第四実施例の使用状態を示す側面図である。FIG. 12 is a side view showing a use state of the fourth embodiment.

【図13】第五実施例の土留ブロック体を二体並設した
状態を示す斜視図である。
FIG. 13 is a perspective view showing a state in which two retaining blocks of the fifth embodiment are arranged side by side.

【図14】第五実施例の補強用丸太を省略した土留ブロ
ック体を示す土留壁の表側方向からの斜視図である。
FIG. 14 is a perspective view from the front side of a retaining wall showing a retaining block body in which a reinforcing log according to a fifth embodiment is omitted.

【図15】第五実施例の補強用丸太を丸太嵌合部に固定
する途中の状態の土留ブロック体を示す土留壁の裏側方
向からの斜視図である。
FIG. 15 is a perspective view from the back side of a retaining wall showing a retaining block in a state in which a reinforcing log according to a fifth embodiment is being fixed to a log fitting portion.

【図16】第五実施例の使用状態を示す側断面図であ
る。
FIG. 16 is a side sectional view showing a use state of the fifth embodiment.

【符号の説明】[Explanation of symbols]

1 土壁面 2 土留壁 3 補強用丸太 4 固定金具 丸太嵌合部 8 貫通窓 9 固定用丸太 a 土留ブロック体DESCRIPTION OF SYMBOLS 1 Soil wall surface 2 Soil wall 3 Reinforcement log 4 Fixing fitting 5 Log fitting part 8 Through window 9 Fixing log a Soil block body

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E02D 29/02 305 ──────────────────────────────────────────────────続 き Continued on front page (58) Field surveyed (Int.Cl. 7 , DB name) E02D 29/02 305

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 土壁面に添設する土留ブロック体の土留
壁に丸太嵌合部を設け、この丸太嵌合部に補強用丸太を
上下多段に横架し、この補強用丸太を土留壁に添設状態
に固定する固定金具を土留壁に配設したことを特徴とす
る土留用コンクリートブロック。
1. A log fitting portion is provided on a retaining wall of a retaining block body attached to a soil wall surface, and a reinforcing log is laid horizontally and vertically on the log fitting portion, and the reinforcing log is mounted on the retaining wall. Attached state
A concrete block for retaining, characterized in that a fixing bracket for fixing to the retaining wall is disposed on a retaining wall .
【請求項2】 土留壁の丸太嵌合部に補強用丸太を上下
多段に横架し、この補強用丸太を土留壁に添設状態に固
定する固定用丸太を土留壁の左右間に補強用丸太と交差
する状態で固定したことを特徴とする請求項1記載の
留用コンクリートブロック。
2. A log for reinforcement is vertically attached to a log fitting portion of a retaining wall.
Lay it in multiple stages and secure this reinforcing log in a state attached to the retaining wall.
The fixed log to be fixed intersects the reinforcing log between the left and right of the retaining wall
The concrete block for retaining soil according to claim 1 , wherein the concrete block is fixed in a state where the concrete block is in contact with the soil.
【請求項3】 土壁面に添設する土留ブロック体の土留
壁の裏側に添設状態に補強用丸太を上下多段に横架固定
したことを特徴とする土留用コンクリートブロック。
3. A concrete block for retaining soil, wherein a reinforcing log is horizontally and vertically fixed in multiple stages in an attached state on the back side of the retaining wall of a retaining block body attached to the soil wall surface .
【請求項4】 留壁にこの土留壁を表裏方向に貫通す
る貫通窓を設け、この貫通窓内に補強用丸太を上下多段
に設けたことを特徴とする請求項3記載の土留用コンク
リートブロック。
Wherein a through window penetrating the earth retaining wall in the front-and-back direction in the soil Tomekabe, earth retaining concrete according to claim 3, wherein the reinforcing logs provided vertically multiple stages in this through-window block.
JP09194380A 1997-05-29 1997-07-18 Concrete block for earth retaining Expired - Lifetime JP3113220B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP09194380A JP3113220B2 (en) 1997-05-29 1997-07-18 Concrete block for earth retaining

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP9-140100 1997-05-29
JP14010097 1997-05-29
JP09194380A JP3113220B2 (en) 1997-05-29 1997-07-18 Concrete block for earth retaining

Publications (2)

Publication Number Publication Date
JPH1143958A JPH1143958A (en) 1999-02-16
JP3113220B2 true JP3113220B2 (en) 2000-11-27

Family

ID=26472720

Family Applications (1)

Application Number Title Priority Date Filing Date
JP09194380A Expired - Lifetime JP3113220B2 (en) 1997-05-29 1997-07-18 Concrete block for earth retaining

Country Status (1)

Country Link
JP (1) JP3113220B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008144359A (en) * 2006-12-06 2008-06-26 Maeda Corp Precast retaining wall
KR100801017B1 (en) 2007-09-04 2008-02-04 주식회사 광명기업 Revetment use gutter

Also Published As

Publication number Publication date
JPH1143958A (en) 1999-02-16

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