JP3108918B2 - Retaining wall structure using wood and its constituent materials - Google Patents

Retaining wall structure using wood and its constituent materials

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Publication number
JP3108918B2
JP3108918B2 JP10376668A JP37666898A JP3108918B2 JP 3108918 B2 JP3108918 B2 JP 3108918B2 JP 10376668 A JP10376668 A JP 10376668A JP 37666898 A JP37666898 A JP 37666898A JP 3108918 B2 JP3108918 B2 JP 3108918B2
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JP
Japan
Prior art keywords
retaining wall
cross
vertical
wall structure
wood
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 - Fee Related
Application number
JP10376668A
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Japanese (ja)
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JP2000192480A (en
Inventor
和市 笠松
Original Assignee
株式会社もくさん
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Priority to JP10376668A priority Critical patent/JP3108918B2/en
Publication of JP2000192480A publication Critical patent/JP2000192480A/en
Application granted granted Critical
Publication of JP3108918B2 publication Critical patent/JP3108918B2/en
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Description

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

【発明の属する技術分野】本発明は木材等を用いた擁壁
構造に関するものであり、特に丸太材等を複数段積み重
ねて構築するようにした擁壁構造とその構成材に関する
ものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a retaining wall structure made of wood or the like, and more particularly to a retaining wall structure constructed by stacking a plurality of logs or the like and a constituent material thereof.

【0002】[0002]

【従来の技術】従来より土木建設工事における擁壁は石
やコンクリートブロックを積み重ねて構築するのが通例
であるが、重量が重く取扱がしにくい上に施工場所によ
っては美感や景観を損なう等の短所があり、これを解決
するために木の丸太材を井桁状に組み、その中央部から
控え材として丸太材を突出させたウッドブロックの使用
が提案されている(特公平2ー3858号公報参照)
が、これも組み付け時多くのボルト締めをしなければな
らず組み付けに手間が掛かってコストが高くなる等の短
所があったので、本願発明者はその解決のために木材等
を縦横に複数列で、かつ複数段積み重ねると共に、積み
重ねた木材等の各交叉部分には、回動不能に嵌り合う切
欠凹部を設けて、ボルト類を使用しないで組み付け得る
ようにした擁壁構造を提案した。特願平9−30938
5号の擁壁がこれである。
2. Description of the Related Art Conventionally, retaining walls in civil engineering work are usually constructed by stacking stones or concrete blocks, but they are heavy and difficult to handle, and depending on the construction site, may deteriorate the aesthetics and landscape. There is a disadvantage, and in order to solve this, use of a wood block in which wooden logs are assembled in a cross-girder shape and the logs are projected from a central portion thereof as a substitute is proposed (Japanese Patent Publication No. 2-3858). reference)
However, this also had the disadvantage that many bolts had to be tightened at the time of assembling, and the assembling was troublesome and the cost was high. In addition, the present invention has proposed a retaining wall structure in which a plurality of stages are stacked, and a cutout concave portion is provided at each crossing portion of the stacked wood or the like so as to be non-rotatably fitted, so that it can be assembled without using bolts. Japanese Patent Application No. 9-30938
This is the retaining wall of No. 5.

【0003】[0003]

【発明が解決しようとする課題】ところが、このような
擁壁構造は施工時裏込めされた土砂等の鎮圧作業が煩わ
しいという問題点があった。また、施工後もし擁壁法面
の奥行き側の土が沈下したとすれば、それに伴い縦材の
奥行き側も降下して横材を軸とする回転モーメントを生
じ、横材との前記嵌合部分に無理がでることも考えられ
るので、そうならないように施工に当たっては極めて注
意深く作業しなければならないという問題点があった。
そこで本発明者は鋭意研究を続けているうちに同一段に
2列以上あった横材を1列とすることが強度的に可能で
あることを見いだし本願発明に到達するに至ったもので
ある。本発明はこのような事情を背景としてなされたも
のであり、本発明の目的は、施工時の裏込めされた土砂
等の鎮圧を容易になし得る擁壁構造、施工時に高度の注
意力を要求されない擁壁構造とその構成材を提供するこ
とである。
However, such a retaining wall structure has a problem that it is troublesome to crush the soil and the like backed up during construction. If the soil on the depth side of the retaining wall slopes after the construction, the depth side of the vertical member also descends to generate a rotational moment about the horizontal member, and the fitting with the horizontal member occurs. There is a problem that it is necessary to work extremely carefully in the construction so that it may not be possible to do so.
The inventor of the present invention has found that, while continuing his intensive research, it is possible in terms of strength to replace two or more rows of cross members on the same stage into one row, and has reached the present invention. . The present invention has been made in view of such circumstances, and an object of the present invention is to require a retaining wall structure that can easily suppress the backfilled earth and sand during construction, and require a high degree of attention during construction. It is to provide an unretained retaining wall structure and its components.

【0004】[0004]

【課題を解決するための手段】本発明はこのような目的
を解決するためになされたものであり、本発明は次のよ
うに構成される。 A 擁壁自体の法面に横方向に配置される円柱状の木の
横材と該横材に交叉して擁壁の奥行き方向に配置される
木の縦材とを交互に複数段積み重ねて構築するようにし
た擁壁構造であって、前記横材は断面が円形に加工され
た丸棒材であり、前記縦材は外周部に切削加工を施して
いない自然丸太材であり、かつ縦材が配置されるべき各
段には1つの横材当り2以上の縦材が所定間隔を隔てて
配置され、さらに縦材の一端部寄り部分には上段側と下
段側の横材との各交叉部分に横材の外周部が回動可能に
嵌り得る断面輪郭が円弧状の切欠凹部を設けて嵌り合う
ようにし、しかも各縦材、横材で囲まれた空間部には栗
石、玉石、砕石等の石、土砂その他の充填材の1種また
は2種以上を充填して擁壁を構成するようにした木材を
用いた擁壁構造。 B 擁壁自体の法面に横方向に配置される円柱状の木の
横材と該横材に交叉して擁壁の奥行き方向に配置される
木の縦材とを交互に複数段積み重ねて構築するようにし
た擁壁構造であって、前記横材は断面が円形に加工され
た丸棒材であり、前記縦材は木の角材であり、かつ縦材
が配置されるべき各段には1つの横材当り2以上の縦材
が所定間隔を隔てて配置されると共に各縦材は断面上の
対角線が上下方向を向くように配置され、さらに縦材の
一端部寄り部分には上段側と下段側の横材との各交叉部
分に横材の外周部が回動可能に嵌り得る断面輪郭が円弧
状の切欠凹部を設けて嵌り合うようにし、しかも各縦
材、横材で囲まれた空間部には栗石、玉石、砕石等の
石、土砂その他の充填材の1種または2種以上を充填し
て擁壁を構成するようにした木材を用いた擁壁構造。 C 前記A項もしくはB項記載の木材を用いた擁壁構造
において、縦材の配置されるべき全部の段もしくは一部
の段で縦材自体の上側と下側に設けるべき切欠凹部を縦
材端部からの距離が互いに異なるようにすると共に縦材
の長さを長くしたり短くしたり、あるいは変えないで擁
壁断面の輪郭を変え得るようにした木材を用いた擁壁構
造。 D 前記A項〜C項のいずれか1項に記載の木材を用い
た擁壁構造において、前記縦材は自然丸太材もしくは角
材に代えて外周部の一部もしくは全部を断面が円形、楕
円形、多角形、略円形、略楕円形、略多角形等の形状に
成形加工した木の加工棒材を使用し、かつそれと同時に
あるいは単独で前記横材は断面が楕円形、多角形、略円
形、略楕円形、略多角形等に加工された棒材を使用する
ようにした木材を用いた擁壁構造。 E 前記A項〜D項のいずれか1項に記載の木材を用い
た擁壁構造において、最上段の横材もしくは縦材は下側
の縦材もしくは横材に対しスクリュウボルトもしくはボ
ルトにより締結可能とした木材を用いた擁壁構造。 F 前記A項〜E項のいずれか1項に記載の木材を用い
た擁壁構造において、前記横材と縦材に防腐処理を施す
ようにした木材を用いた擁壁構造。 G 前記A項〜F項のいずれか1項に記載の木材を用い
た擁壁構造において、上側の横材とその下側の横材との
間に草や木を植栽するようにした木材を用いた擁壁構
造。 H 前記A項〜G項のいずれか1項に記載の木材を用い
た擁壁構造において、縦材に形成される断面輪郭が円弧
状の前記切欠凹部に代えて断面輪郭がU字状、略円弧
状、略U字状、四角溝状、略四角溝状とされたものであ
る木材を用いた擁壁構造。 I 前記A項〜H項のいずれか1項に記載の横材と縦材
とからなる擁壁構造の構成材
SUMMARY OF THE INVENTION The present invention has been made to solve such an object, and the present invention is configured as follows. A: A plurality of columns of columnar wooden crosspieces arranged laterally on the slope of the retaining wall itself and vertical wooden crosspieces arranged in the depth direction of the retaining wall crossing the horizontal struts are alternately stacked. A retaining wall structure to be constructed, wherein the cross member is a round bar member having a circular cross section, and the vertical member is a natural log member not subjected to a cutting process on an outer peripheral portion, and a vertical member. Two or more vertical members per horizontal member are arranged at predetermined intervals in each stage where the wooden members are to be arranged, and each of the upper and lower horizontal members is disposed at a portion near one end of the vertical member. The cross-section, in which the outer peripheral portion of the horizontal member can be rotatably fitted at the crossing portion, is provided with an arc-shaped notch recess so as to fit each other, and furthermore, in the space surrounded by each vertical member and the horizontal member, a chestnut stone, a cobblestone, A retaining wall structure using wood that is formed by filling one or more types of filler such as crushed stones, earth and sand, and other fillers. B. A plurality of columnar wooden crosspieces arranged laterally on the slope of the retaining wall itself and vertical wooden crosspieces arranged in the depth direction of the retaining wall intersecting with the horizontal struts are alternately stacked in a plurality of stages. In a retaining wall structure to be constructed, the cross member is a round bar member whose cross section is processed into a circular shape, the vertical member is a wooden bar member, and each step where the vertical member is to be arranged. Is that two or more vertical members are arranged at a predetermined interval per one horizontal member, and each vertical member is arranged so that a diagonal line on a cross section thereof is directed in the vertical direction. An arc-shaped cut-out recess is provided at the intersection of the side member and the cross member on the lower side so that the outer peripheral portion of the cross member can be rotatably fitted. Filled space is filled with one or more of stones, such as stones, cobble stones, crushed stones, earth and sand, and other fillers to form a retaining wall Retaining wall structure using polished wood. C In the retaining wall structure using wood according to the above A or B, the notch recesses to be provided on the upper side and the lower side of the vertical members themselves in all or some of the steps where the vertical members are to be arranged are formed. A retaining wall structure made of wood in which the distances from the ends are different from each other, and the length of the longitudinal members is made longer or shorter, or the profile of the retaining wall cross section can be changed without changing the length. D In the retaining wall structure using wood according to any one of the above items A to C, the vertical member has a circular or elliptical cross section at a part or all of an outer peripheral portion instead of a natural log or a square member. Use a wooden bar formed into a shape such as a polygon, a substantially circular shape, a substantially elliptical shape, a substantially polygonal shape, and simultaneously or alone, the crosspiece has an elliptical, polygonal, or substantially circular cross section. Retaining wall structure using wood that uses bars processed into a substantially elliptical shape, a substantially polygonal shape, and the like. E In the retaining wall structure using wood according to any one of the above items A to D, the uppermost horizontal member or the vertical member can be fastened to the lower vertical member or the horizontal member by a screw bolt or a bolt. Retaining wall structure using wood. F. A retaining wall structure using wood as described in any one of the above items A to E, wherein the horizontal member and the vertical member are subjected to a preservative treatment. G In the retaining wall structure using the wood according to any one of the above items A to F, wood in which grass and trees are planted between the upper horizontal member and the lower horizontal member. Retaining wall structure using. H using the wood according to any one of the above items A to G
In the retaining wall structure, the cross section contour formed in the vertical member is an arc
U-shaped cross-section instead of the notch-shaped recess, and a substantially circular arc
Shape, approximately U-shape, square groove shape, approximately square groove shape
Retaining wall structure using wood . I. The horizontal member and the vertical member according to any one of the above items A to H
A component of a retaining wall structure consisting of:

【0005】[0005]

【発明の実施の形態】以下本発明の実施例を記載した図
面に基づいて、発明の実施の形態を詳細に説明する。図
1において10は横材、12は縦材であり、これらを交
互に複数段積み重ね、その内部の空間部に栗石14や玉
石、砕石等その他土石、土砂等を充填して擁壁が構築さ
れる。横材10と縦材12は防腐処理がされ、耐久性を
有するものである。横材10は図2(イ)に示すように
断面が円形に成形加工された木の丸棒材であり、擁壁の
表面すなわち法面に横方向に配置されている。縦材12
は横材10に比して短尺であるが、図2(ロ)に示すよ
うに外周部には切削等の成形加工を施していない、いわ
ゆる自然丸太材(原木)であり、横材10と交叉して縦
方向、すなわち擁壁の奥行き方向に配置され、かつ横材
10と交叉する先端部寄り部分には、同図に示すように
断面輪郭が円弧状の切欠凹部16が上下に2個所設けら
れ、横材10が回動可能に嵌り得るようにされている。
なお、切欠凹部16は図1(ハ)に示すように横材10
との間に若干の隙間が生じるようにすることが望まし
い。すなわち、横材10の半径より切欠凹部16の曲率
半径を大きくすることが望ましい。その理由については
後述する。縦材12は1本の横材10当り複数本配置さ
れ、横材10に対する控え材の役割をなしている。縦材
12は元口側すなわち根元に近い側(太い側)を擁壁の
奥行き側に向けて配置すれば、縦材12が抜けにくくな
り好都合である。また、縦材12は皮付きの自然丸太材
を使用することも可能であるが、耐久性や防腐処理等の
関係から皮剥ぎした自然丸太材を使用することが望まし
い。横材10、縦材12としては、通常直径10〜28
cm程度のものを使用するので、間伐材の有効利用が可
能である。ここでは、横材10の長さは2〜4m程度、
縦材12の長さは0.7〜2m程度のものを使用する
が、適宜加減することも可能である。
Embodiments of the present invention will be described below in detail with reference to the drawings illustrating embodiments of the present invention. In FIG. 1, reference numeral 10 denotes a horizontal member, and 12 denotes a vertical member. These are alternately stacked in a plurality of stages, and a retaining wall is constructed by filling a space inside thereof with a stone such as a cobblestone 14, a cobble stone, a crushed stone and the like, earth and sand, and the like. You. The horizontal member 10 and the vertical member 12 are preservative-treated and have durability. As shown in FIG. 2 (a), the cross member 10 is a round bar made of wood and has a circular cross section, and is arranged in the lateral direction on the surface of the retaining wall, that is, on the slope. Vertical member 12
Is a so-called natural log (log), which is shorter than the cross member 10 but is not subjected to a forming process such as cutting at the outer periphery as shown in FIG. As shown in the figure, two notch recesses 16 each having an arc-shaped cross section are arranged vertically in the vertical direction, that is, in the depth direction of the retaining wall, and near the leading end where the cross member 10 crosses. It is provided so that the cross member 10 can be rotatably fitted.
Note that the notch recess 16 is formed in the horizontal member 10 as shown in FIG.
It is desirable that a slight gap be generated between them. That is, it is desirable to make the radius of curvature of the notch recess 16 larger than the radius of the cross member 10. The reason will be described later. A plurality of vertical members 12 are arranged per one horizontal member 10, and serve as a holding member for the horizontal member 10. If the vertical members 12 are arranged with the base opening side, that is, the side (thick side) near the base facing the depth side of the retaining wall, the vertical members 12 are less likely to come off, which is convenient. Although it is possible to use a natural log material with a skin for the vertical member 12, it is preferable to use a natural log material whose skin is peeled from the viewpoint of durability and antiseptic treatment. As the cross member 10 and the vertical member 12, the diameter is usually 10 to 28.
Since the material of about cm is used, the thinned wood can be effectively used. Here, the length of the cross member 10 is about 2 to 4 m,
The length of the vertical member 12 is about 0.7 to 2 m, but can be appropriately adjusted.

【0006】擁壁の高さは、積上げる横材10、縦材1
2の段数を変えることにより加減できるが、横方向に連
設する横材10の数を加減することにより擁壁の横方向
の長さを加減できる。擁壁の強度は縦材12、横材10
の大きさや長さ、配置の密度(単位幅当りの本数)によ
っても加減できる。なお、最上段の横材10はスクリュ
ウボルト18により下側の縦材12に固定される。もっ
とも、縦材12が最上段となる場合には、下側の横材1
0に固定される。また、ボルト、Uボルト等により下側
の横材もしくは縦材に締結するようにしてもよい。
[0006] The height of the retaining wall is such that the horizontal members 10 and the vertical members 1 are stacked.
By changing the number of steps 2, the length of the retaining wall in the horizontal direction can be adjusted by adjusting the number of the horizontal members 10 connected in the horizontal direction. The strength of the retaining wall is vertical 12 and horizontal 10
Can be adjusted depending on the size, length, and arrangement density (number per unit width). The uppermost horizontal member 10 is fixed to the lower vertical member 12 by a screw bolt 18. However, when the vertical member 12 is the uppermost row, the lower horizontal member 1
Fixed to 0. Further, the lower horizontal member or the vertical member may be fastened by a bolt, a U bolt or the like.

【0007】上記実施例によれば、横材10と縦材12
とを各段交互に積上げ、かつ切欠凹部16に嵌合させれ
ばよく、ボルト等を使用しなくてもよいので、施工が容
易である。また、横材は各段共擁壁の法面に一列だけ設
けられているので、盛土や埋め戻し、裏込めされた土砂
類の鎮圧を行なう際擁壁の奥行き側に障害となるものが
ないので、パワーショベル等による盛土や埋め戻し、お
よび鎮圧機械による鎮圧が容易である。さらに、施工後
仮りに縦材12が沈下したとしても縦材12は切欠凹部
16で横材10を軸として一定範囲内で回るように動く
ことができるので擁壁構造体に狂いを生じるような影響
を回避でき安心して施工できる。もっとも、縦材12は
1本の横材10に対しては自由に回動できるが、現実に
は1本の縦材12に形成された上下両側の切欠凹部16
で2本の横材10に接しており、縦材12は自由に回動
し難い。しかし、図1(ハ)に示すように切欠凹部16
の側縁と横材10との間には若干の隙間を設けるように
しているので、縦材12は一定範囲内で回動できる。ま
た、縦材12には自然丸太材を使用するので加工材を使
用する場合に比しコスト低減を図ることができる。
According to the above embodiment, the horizontal member 10 and the vertical member 12 are used.
It is only necessary to stack them alternately in each step and fit them into the cutout recesses 16, and it is not necessary to use bolts or the like, so that the construction is easy. Also, since only one row of cross members is provided on the slope of the retaining wall at each step, there is no obstacle on the depth side of the retaining wall when embankment, backfilling, and crushing backfilled earth and sand Therefore, embankment or backfilling with a power shovel or the like and crushing with a crushing machine are easy. Furthermore, even if the vertical member 12 sinks after construction, the vertical member 12 can move around the horizontal member 10 within the notch recess 16 so as to rotate within a certain range, so that the retaining wall structure may be disturbed. The impact can be avoided and construction can be performed with confidence. Although the vertical member 12 can freely rotate with respect to one horizontal member 10, in reality, the notch recesses 16 on both the upper and lower sides formed in one vertical member 12.
And the two horizontal members 10 are in contact with each other, and the vertical members 12 are hard to rotate freely. However, as shown in FIG.
Since a slight gap is provided between the side edge of the horizontal member 10 and the horizontal member 10, the vertical member 12 can rotate within a certain range. Further, since a natural log is used for the vertical member 12, the cost can be reduced as compared with a case where a processed material is used.

【0008】図3は擁壁法面の断面輪郭を変えた例を示
す。図1に示す実施例ではその断面輪郭は直線である
が、図3の場合はカーブ状をなしており、強度および美
感や趣味感に優れている。なお、変更を要しない場合は
同一番号を付して詳しい説明は省略する(以下同様であ
る)。各縦材20、22、24、26、28は上段側に
向かうにつれて傾斜角度が緩くなり最上段では略水平と
され、かつ、長さは上段側程長くされている。しかし、
横材10は図1の場合と同様に各段同径のものが使用さ
れている。もっとも、縦材は各段同一長さとすることも
可能ではあるが、縦材は控え材として作用するので、擁
壁の強度を考慮して土質や地形により適切な長さとする
ことが望ましい。
FIG. 3 shows an example in which the sectional profile of the retaining wall slope is changed. In the embodiment shown in FIG. 1, the cross-sectional contour is straight, but in the case of FIG. 3, it has a curved shape, and is excellent in strength, beauty, and taste. In the case where no change is required, the same reference numeral is assigned and detailed description is omitted (the same applies hereinafter). Each of the vertical members 20, 22, 24, 26, and 28 has a smaller inclination angle toward the upper side, is substantially horizontal at the uppermost level, and has a longer length toward the upper level. But,
The cross member 10 has the same diameter at each step as in the case of FIG. Although it is possible for the vertical members to have the same length at each step, it is desirable that the vertical members have an appropriate length depending on the soil characteristics and topography in consideration of the strength of the retaining wall, since the vertical members act as a retaining member.

【0009】図4は擁壁法面の断面輪郭をさらに変えた
例を示す。図3に示す場合より上段部が外側に張り出す
ように断面輪郭が湾曲されており、図3の擁壁とは異な
る美感や趣味感を呈している。横材と縦材は、最上段の
横材36、次段の横材34と最上段の縦材32、次段の
30が図3の場合と異なるが、それより下方の各横材、
縦材は図3の場合と同じである。すなわち、横材34、
36は互いに同じ径であるが横材10より太くされてお
り、縦材30、32は径も長さも互いに同じであるが下
方の縦材28より長くされ、かつ図5(イ)、(ロ)に
示すように上側の切欠凹部38、42と下側の切欠凹部
40、44はそれぞれ端部からの距離が異なる位置にず
れて設けられている。そして、縦材30の切欠凹部38
は横材34が嵌り得るように大きくされているが、切欠
凹部40は横材10に嵌り得るように小さくされてい
る。上段側の横材34、36の径を太くし、縦材30、
32の径を太くすると共にに長さを長くしたのは強度上
の安全を考慮したものである。
FIG. 4 shows an example in which the sectional profile of the retaining wall slope is further changed. The cross-sectional contour is curved so that the upper portion projects outward from the case shown in FIG. 3, and has a different aesthetic or hobby from the retaining wall of FIG. 3. The horizontal member and the vertical member are different from those in FIG. 3 in that the uppermost horizontal member 36, the next horizontal member 34 and the uppermost vertical member 32, and the next horizontal member 30 are different from those in FIG.
The longitudinal members are the same as in FIG. That is, the cross member 34,
36 have the same diameter but are thicker than the horizontal member 10, and the vertical members 30 and 32 have the same diameter and the same length but are longer than the lower vertical member 28, and FIGS. As shown in ()), the upper cut-out recesses 38, 42 and the lower cut-out recesses 40, 44 are provided so as to be shifted from each other at positions different from the ends. And the notch recess 38 of the vertical member 30
The notch 40 is made large so that the cross member 34 can be fitted, but the cutout recess 40 is made small so that it can be fitted to the cross member 10. By increasing the diameter of the horizontal members 34, 36 on the upper side,
The reason for increasing the diameter and increasing the length of 32 is to consider safety in strength.

【0010】また、各縦材の上側と下側に設けるべき両
切欠凹部を端部からの距離が異なるようにずらして位置
させると、図6(イ)、(ロ)に示すように各縦材4
6、……、48、……、を水平に配置しても擁壁法面の
輪郭を湾曲させたり、傾斜させたりすることができる。
When the notch recesses to be provided on the upper side and the lower side of each vertical member are shifted so as to have different distances from the ends, as shown in FIGS. Lumber 4
Even if 6, ..., 48, ... are arranged horizontally, the contour of the retaining wall slope can be curved or inclined.

【0011】上記各実施例において、自然丸太材に代え
て断面が円形に加工された木の丸棒材を使用することも
できる。種々のサイズのものを規格化して量産でき、同
径の丸太材を揃えるという煩わしさがないという利点が
ある。また、断面が楕円形や略楕円形、多角形、略多角
形、四角の両側に円弧状の膨らみをつけたような形状、
楕円形の両側を平に削除したような形状等に加工された
ものを使用することもできる。
In each of the above-mentioned embodiments, a wooden round bar having a circular cross section may be used in place of the natural log. There is an advantage that various sizes can be standardized and mass-produced, and that there is no trouble of preparing logs having the same diameter. In addition, the cross-section is elliptical, substantially elliptical, polygonal, substantially polygonal, square-shaped with a circular bulge on both sides,
It is also possible to use an ellipse processed into a shape in which both sides are deleted flat.

【0012】図7は本発明の他の実施例を示す。前記各
実施例では、縦材として自然丸太材や成形加工した丸棒
材を使用したのに代えて、木の角材を使用するようにし
たものである。角材である縦材50は同図に示すように
断面上の対角線が上下方向を向くように配置され、かつ
図8に示すようにその一端部寄りには上下にそれぞれ断
面輪郭が円弧状の切欠凹部52が設けられ、横材10の
外周部が回動可能に嵌り得るようにされている。縦材5
0は成形加工された角材であり、種々のサイズのものが
量産でき、加工丸棒材の場合と同様に、同一径の丸太材
を揃える煩わしさがないという利点がある。
FIG. 7 shows another embodiment of the present invention. In each of the above embodiments, a wooden bar is used instead of a natural log or a molded round bar as a vertical bar. The vertical member 50, which is a square member, is arranged so that the diagonal line on the cross-section faces up and down as shown in the figure, and as shown in FIG. A concave portion 52 is provided so that the outer peripheral portion of the cross member 10 can be rotatably fitted. Vertical member 5
Numeral 0 denotes a formed square bar, which can be mass-produced in various sizes, and has an advantage that there is no trouble of preparing logs having the same diameter as in the case of a processed round bar.

【0013】各横材間に草や木を植栽するようにしても
よい。その根張りや茎葉等による擁壁表面の被覆により
土砂の流失が防止されると共に擁壁の強度が増し、美感
も向上する。特に施工後年数が経過することにより根張
りにより擁壁の耐久性や強度が増す。緑化木(例えば、
つつじ、さつき等)、草花等を植栽すれば、さらに美感
の向上に役立つ。雑草等の種子を蒔いたり、植え付けた
りしてもよい。経費節減に役立つ。
A grass or tree may be planted between each horizontal member. The covering of the surface of the retaining wall by the rooting, foliage, etc. prevents the loss of earth and sand, increases the strength of the retaining wall, and improves the beauty. In particular, the durability and strength of the retaining wall are increased due to the rooting as the years pass after construction. Green trees (for example,
Planting azaleas, satsuki, etc.) and flowers will help to further enhance the beauty. Seeds such as weeds may be sowed or planted. Helps reduce costs.

【0014】前記各実施例では、各横材の継目は、例え
ば図1(イ)に示すように各段上下方向に同一線上に現
れるようにしたが、これに代えて継目が左右に入り込ん
だ状態になるように各段の横材を配置してもよい。ま
た、縦材についても、1段ごとにずらして配置してもよ
い。むしろ強度を考えた場合は、ずらした方がよい。さ
らに、前記実施例では切欠凹部は断面輪郭が円弧状とな
るようにしたが、U字状、略円弧状、略U字状、角溝
状、略角溝状、その他これに類する断面輪郭としてもよ
く、あるいは強度上の問題がない等、場合によっては四
角状としてもよい。以上本発明の実施例について説明し
たが、本発明はこのような実施例に何ら限定されるもの
ではなく、本発明の要旨を逸脱しない範囲において種々
なる態様で実施し得ることはもちろんである。
In each of the above-described embodiments, the joints of the cross members appear on the same line in the vertical direction of each step, for example, as shown in FIG. 1 (a). The cross members of each stage may be arranged so as to be in a state. Further, the vertical members may also be displaced one by one. Rather, when considering strength, it is better to shift. Further, in the above-described embodiment, the cut-out concave portion has an arc-shaped cross-sectional profile, but has a U-shaped, substantially arc-shaped, substantially U-shaped, square groove-shaped, substantially square groove-shaped, or other similar cross-sectional profile. In some cases, for example, when there is no problem in strength, the shape may be square. Although the embodiments of the present invention have been described above, the present invention is not limited to such embodiments at all, and it goes without saying that the present invention can be implemented in various modes without departing from the gist of the present invention.

【0015】[0015]

【発明の効果】本発明は上述のように構成されているの
で、次の効果を奏する。横材や縦材として木の丸棒材や
角材、自然丸太材を使用し、かつ一定間隔で積み重ねて
擁壁を構築するようにされているので、美観や趣味感に
優れているという利点がある。また、縦材の一端部寄り
の上下には横材が嵌り得る切欠凹部が設けられている
が、両切欠凹部の縦材端部からの距離位置を互いにずら
して設けることによって、擁壁断面を傾斜させたり、湾
曲させたり、あるいは張り出させたり等容易にでき、美
観や趣味感をさらに向上させることができる。さらに、
横方向の丸棒材と縦方向の自然丸太材や加工丸棒材、角
材を各段交互に積上げるだけで、従来のウッドブロック
等のようなボルト締め作業を必要とせずに擁壁の骨格が
簡単にでき、その内側の空間部には土石類を充填すれば
よいので、擁壁の施工が容易である。特にブロック擁壁
や従来のウッドブロック等に比し 、施工がはるかに容
易であるから工期の大幅な短縮が可能である。さらにま
た、同一段に配置される横材は擁壁法面に一列設けられ
ているだけであるから、施工時裏込めされた土石類の鎮
圧作業等を行なう際擁壁奥行き側に障害となるものがな
くパワーショベル等による裏込め土石の投入および転圧
機械による鎮圧が容易であり、作業能率が向上する。ま
た、施工後もし縦材が沈下したとしても、縦材は切欠凹
部で横材に対して一定範囲で回動可能に嵌り合うように
されており、縦材は横材を軸として回るように動くこと
ができるので、縦材の回転によるモーメントが横材に伝
わらないため、縦材と横材との嵌合部に無理を生じるよ
うな影響を回避でき安心して施工できる。さらに、構成
材として成形加工した丸棒材や角材を使用するようにす
れば、同一サイズのものを多数取り揃えることが容易で
ある。さらにまた、最上段の横材や縦材をスクリュウボ
ルト等で下側の縦材や横材に締結し得るようにすれば構
造が安定する。横材や縦材に防腐処理を施すことによっ
て擁壁構造の寿命が向上する。さらにまた、横材と縦材
との間に草や木を植栽すれば、自然環境を人工的に整備
することができ、将来材が腐朽するようなことがあって
も草や木の根により壁が安定する構造となり、より自然
に近づく。
As described above, the present invention has the following advantages. The use of wooden rods, square timbers, and natural logs as horizontal and vertical timbers and stacking them at regular intervals to construct a retaining wall has the advantage of excellent aesthetics and taste. is there. In addition, a notch recess in which a horizontal member can be fitted is provided above and below one end of the vertical member, but the distance between the two notch recesses from the end of the vertical member is shifted from each other, so that the cross section of the retaining wall is reduced. It can be easily tilted, curved, or overhanged, and the beauty and taste can be further improved. further,
Just by stacking horizontal round bars and vertical natural logs, processed round bars, and square bars alternately in each stage, the skeleton of the retaining wall without the need for bolting work like conventional wood blocks It is easy to construct the retaining wall because the inside space can be filled with earth and stones. In particular, construction is much easier than block retaining walls and conventional wood blocks, so the construction period can be significantly reduced. Furthermore, since the horizontal members arranged in the same step are only provided in a row on the slope of the retaining wall, it will be an obstacle on the depth side of the retaining wall when performing the work of crushing the earth and stones backfilled during construction. Since there is nothing, it is easy to put backfilled debris with a power shovel or the like and to suppress the pressure with a rolling machine, thereby improving work efficiency. Also, even if the vertical member sinks after construction, the vertical member is designed to be rotatably fitted to the horizontal member in the notch recess in a certain range, and the vertical member rotates around the horizontal member as an axis. Since it can move, the moment due to the rotation of the vertical member is not transmitted to the horizontal member, so that it is possible to avoid the effect of causing an excessive force in the fitting portion between the vertical member and the horizontal member, and it is possible to perform the construction with ease. Further, if a round bar or a square bar which is formed and processed is used as a constituent material, it is easy to have many of the same size. Furthermore, the structure is stabilized if the uppermost horizontal member or vertical member can be fastened to the lower vertical member or horizontal member using a screw bolt or the like. The life of the retaining wall structure is improved by applying the preservative treatment to the cross members and the vertical members. Furthermore, planting grass and trees between the horizontal and vertical timbers can artificially maintain the natural environment, and even if the timber rots in the future, the walls will be cut by the grass and tree roots. Has a stable structure and comes closer to nature.

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

【図1】(イ)、(ロ)、(ハ)は、本発明の擁壁の一
実施例を示す正面図、断面図およまび部分拡大断面図で
ある。
FIGS. 1A, 1B, and 1C are a front view, a cross-sectional view, and a partially enlarged cross-sectional view showing one embodiment of a retaining wall of the present invention.

【図2】(イ)、(ロ))は、擁壁の同実施例の構成材
それぞれの側面図と正面図である。
FIGS. 2 (a) and 2 (b) are a side view and a front view, respectively, of components of the embodiment of the retaining wall.

【図3】本発明の擁壁の他の実施例を示す断面図であ
る。
FIG. 3 is a sectional view showing another embodiment of the retaining wall of the present invention.

【図4】本発明の擁壁のさらに他の実施例を示す断面図
である。
FIG. 4 is a sectional view showing still another embodiment of the retaining wall of the present invention.

【図5】(イ)、(ロ))は、擁壁の同実施例の構成材
それぞれの側面図と正面図である。
FIGS. 5 (a) and 5 (b) are a side view and a front view, respectively, of components of the embodiment of the retaining wall.

【図6】(イ)、(ロ)は前記実施例の別々の変形例を
示す説明図である。
FIGS. 6A and 6B are explanatory views showing different modifications of the embodiment.

【図7】(イ)、(ロ)は本発明の擁壁のさらに異なる
実施例を示す正面図と断面図である。
FIGS. 7A and 7B are a front view and a sectional view showing still another embodiment of the retaining wall of the present invention.

【図8】同実施例の一構成材の側面図と正面図である。FIG. 8 is a side view and a front view of one component of the embodiment.

【符号の説明】[Explanation of symbols]

10 横材 12 縦材 16 切欠凹部 18 スクリュウボルト 20 縦材 24 縦材 26 縦材 28 縦材 30 縦材 32 縦材 34 横材 36 横材 38 切欠凹部 40 切欠凹部 42 切欠凹部 44 切欠凹部 46 縦材 48 縦材 50 縦材 52 切欠凹部 Reference Signs List 10 horizontal member 12 vertical member 16 notch concave portion 18 screw bolt 20 vertical member 24 vertical member 26 vertical member 28 vertical member 30 vertical member 32 vertical member 34 horizontal member 36 horizontal member 38 notch concave portion 40 notch concave portion 42 notch concave portion 44 notch concave portion 46 vertical Material 48 Vertical material 50 Vertical material 52 Notch recess

Claims (9)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 擁壁自体の法面に横方向に配置される円
柱状の木の横材と該横材に交叉して擁壁の奥行き方向に
配置される木の縦材とを交互に複数段積み重ねて構築す
るようにした擁壁構造であって、前記横材は断面が円形
に加工された丸棒材であり、前記縦材は外周部に切削加
工を施していない自然丸太材であり、かつ縦材が配置さ
れるべき各段には1つの横材当り2以上の縦材が所定間
隔を隔てて配置され、さらに縦材の一端部寄り部分には
上段側と下段側の横材との各交叉部分に横材の外周部が
回動可能に嵌り得る断面輪郭が円弧状の切欠凹部を設け
て嵌り合うようにし、しかも各縦材、横材で囲まれた空
間部には栗石、玉石、砕石等の石、土砂その他の充填材
の1種または2種以上を充填して擁壁を構成するように
した木材を用いた擁壁構造。
1. A crosspiece of a columnar tree arranged laterally on a slope of a retaining wall itself and a vertical member of a tree arranged in the depth direction of the retaining wall so as to intersect with the lateral member. A retaining wall structure that is constructed by stacking a plurality of stages, wherein the cross member is a round bar member having a circular cross section, and the vertical member is a natural log member not subjected to a cutting process on an outer peripheral portion. There are two or more vertical members per horizontal member at a predetermined interval in each stage where the vertical members are to be arranged, and the upper and lower horizontal members are located at a portion near one end of the vertical member. The cross-sectional contour, which can be rotatably fitted to the outer periphery of the cross member, is provided at each intersection with the cross member so as to fit by providing an arc-shaped notch concave portion. Retaining made of wood that is made up of a retaining wall by filling one or more of rocks, cobbles, crushed stones, etc., earth and sand, and other fillers Wall structure.
【請求項2】 擁壁自体の法面に横方向に配置される円
柱状の木の横材と該横材に交叉して擁壁の奥行き方向に
配置される木の縦材とを交互に複数段積み重ねて構築す
るようにした擁壁構造であって、前記横材は断面が円形
に加工された丸棒材であり、前記縦材は木の角材であ
り、かつ縦材が配置されるべき各段には1つの横材当り
2以上の縦材が所定間隔を隔てて配置されると共に各縦
材は断面上の対角線が上下方向を向くように配置され、
さらに縦材の一端部寄り部分には上段側と下段側の横材
との各交叉部分に横材の外周部が回動可能に嵌り得る断
面輪郭が円弧状の切欠凹部を設けて嵌り合うようにし、
しかも各縦材、横材で囲まれた空間部には栗石、玉石、
砕石等の石、土砂その他の充填材の1種または2種以上
を充填して擁壁を構成するようにした木材を用いた擁壁
構造。
2. A columnar wooden cross member arranged in the lateral direction on the slope of the retaining wall itself and a vertical wooden member arranged in the depth direction of the retaining wall intersecting with the horizontal member. A retaining wall structure configured to be constructed by stacking a plurality of stages, wherein the cross member is a round bar member having a circular cross section, the vertical member is a wooden bar, and the vertical member is arranged. At each stage, two or more vertical members are arranged at a predetermined interval per horizontal member, and each vertical member is arranged such that a diagonal line on the cross section is directed vertically.
Further, a cross-sectional contour that allows the outer peripheral portion of the horizontal member to be rotatably fitted to each crossing portion between the upper and lower horizontal members is provided in a portion near the one end portion of the vertical member so as to be fitted with an arc-shaped notched concave portion. West,
Moreover, in the space surrounded by each vertical and horizontal material, chestnut stone, cobblestone,
A retaining wall structure using wood that is formed by filling one or more types of filler such as crushed stones, earth and sand, and other fillers.
【請求項3】 請求項1もしくは請求項2記載の木材を
用いた擁壁構造において、縦材の配置されるべき全部の
段もしくは一部の段で縦材自体の上側と下側に設けるべ
き切欠凹部を縦材端部からの距離が互いに異なるように
すると共に縦材の長さを長くしたり短くしたり、あるい
は変えないで擁壁断面の輪郭を変え得るようにした木材
を用いた擁壁構造。
3. The retaining wall structure using wood according to claim 1 or 2, wherein all or some of the steps where the longitudinal members are to be arranged should be provided above and below the longitudinal members themselves. A wood-based holding system in which the cutout recesses are at different distances from the ends of the longitudinal members and the length of the longitudinal members is made longer or shorter, or the profile of the retaining wall cross section can be changed without changing the length Wall structure.
【請求項4】 請求項1〜請求項3のいずれか1項に記
載の木材を用いた擁壁構造において、前記縦材は自然丸
太材もしくは角材に代えて外周部の一部もしくは全部を
断面が円形、楕円形、多角形、略円形、略楕円形、略多
角形等の形状に成形加工した木の加工棒材を使用し、か
つそれと同時にあるいは単独で前記横材は断面が楕円
形、多角形、略円形、略楕円形、略多角形等に加工され
た棒材を使用するようにした木材を用いた擁壁構造。
4. The retaining wall structure using wood according to any one of claims 1 to 3, wherein the vertical member is a cross section of a part or all of an outer peripheral portion instead of a natural log member or a square member. Is a circular, elliptical, polygonal, substantially circular, substantially elliptical, using a wooden processing rod material formed into a shape such as a substantially polygonal shape, and at the same time or alone, the cross member is elliptical in cross section, A retaining wall structure made of wood that uses bars processed into polygonal, substantially circular, substantially elliptical, and substantially polygonal shapes.
【請求項5】 請求項1〜請求項4のいずれか1項に記
載の木材を用いた擁壁構造において、最上段の横材もし
くは縦材は下側の縦材もしくは横材に対しスクリュウボ
ルトもしくはボルトにより締結可能とした木材を用いた
擁壁構造。
5. The retaining wall structure using wood according to any one of claims 1 to 4, wherein a top horizontal member or a vertical member is a screw bolt with respect to a lower vertical member or a horizontal member. Or a retaining wall structure using wood that can be fastened with bolts.
【請求項6】 請求項1〜請求項5のいずれか1項に記
載の木材を用いた擁壁構造において、前記横材と縦材に
防腐処理を施すようにした木材を用いた擁壁構造。
6. A retaining wall structure using wood according to any one of claims 1 to 5, wherein the horizontal member and the vertical member are preserved. .
【請求項7】 請求項1〜請求項6のいずれか1項に記
載の木材を用いた擁壁構造において、上側の横材とその
下側の横材との間に草や木を植栽するようにした木材を
用いた擁壁構造。
7. A retaining wall structure using wood according to any one of claims 1 to 6, wherein grass and trees are planted between an upper cross member and a lower cross member. Retaining wall structure made of lumber made to do.
【請求項8】 請求項1〜請求項7のいずれか1項に記
載の木材を用いた擁壁構造において、縦材に形成される
断面輪郭が円弧状の前記切欠凹部に代えて断面輪郭がU
字状、略円弧状、略U字状、四角溝状、略四角溝状とさ
れたものである木材を用いた擁壁構造
8. The method according to claim 1, wherein:
In the retaining wall structure using the wood of the above, it is formed in the vertical member
The cross-sectional contour is U instead of the arc-shaped notch recess.
U-shape, U-shape, square groove, square groove
Retaining wall structure made of wood .
【請求項9】 請求項1〜請求項8のいずれか1項に記
載の横材と縦材とからなる擁壁構造の構成材
9. The method according to claim 1, wherein:
The component of the retaining wall structure which consists of the horizontal member and the vertical member .
JP10376668A 1998-12-24 1998-12-24 Retaining wall structure using wood and its constituent materials Expired - Fee Related JP3108918B2 (en)

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Application Number Priority Date Filing Date Title
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JP3108918B2 true JP3108918B2 (en) 2000-11-13

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100771844B1 (en) 2007-07-26 2007-10-31 동아에스텍 주식회사 Timber retainging wall
KR100917594B1 (en) * 2007-09-14 2009-09-15 주식회사 에코밸리 Retaining wall structure and construction method using the same

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