JPH07119166A - Civil engineering execution method and frame body for civil engineering execution - Google Patents

Civil engineering execution method and frame body for civil engineering execution

Info

Publication number
JPH07119166A
JPH07119166A JP26456693A JP26456693A JPH07119166A JP H07119166 A JPH07119166 A JP H07119166A JP 26456693 A JP26456693 A JP 26456693A JP 26456693 A JP26456693 A JP 26456693A JP H07119166 A JPH07119166 A JP H07119166A
Authority
JP
Japan
Prior art keywords
frame
civil engineering
fence
unit fence
shaped members
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.)
Granted
Application number
JP26456693A
Other languages
Japanese (ja)
Other versions
JP2622076B2 (en
Inventor
Masayuki Morozumi
昌幸 両角
Takeshi Baba
健 馬場
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
MOROZUMI KK
Original Assignee
MOROZUMI KK
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 MOROZUMI KK filed Critical MOROZUMI KK
Priority to JP26456693A priority Critical patent/JP2622076B2/en
Publication of JPH07119166A publication Critical patent/JPH07119166A/en
Application granted granted Critical
Publication of JP2622076B2 publication Critical patent/JP2622076B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PURPOSE:To construct a sheathing wall body or the revetment, etc., of a river easily by utilizing a lumber capable of protecting and harmonizing environment. CONSTITUTION:Unit fence-shaped members 10, in which a plurality of lumbers are arranged and formed in a fence shape, and disposed oppositely, and the opposed unit fence-shaped members 10 are connected by stretching lumbers 20 so that the mutually opposed unit fence-shaped members 10 are erected at regular intervals, thus forming the members 10 in a frame shape. The unit fence-shaped members 10 and the stretching lumbers 20 are relatively connected rotatably so that the mutually opposed unit fence-shaped members 10 can be folded in the direction where the mutually opposed unit fence-shaped members 10 approach each other.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、土木施工方法および土
木施工用枠体に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for civil engineering construction and a frame for civil engineering construction.

【0002】[0002]

【従来の技術】土圧力に抵抗して土砂の崩壊を防止する
ための工法には、コンクリートを打つ工法、コンクリー
ト二次製品のブロックを用いる工法、石積みによって壁
体を形成する工法およびこれらを組合せた工法が用いら
れている。また、従来から傾斜のある山腹の崩壊防止や
荒廃の保護工法として植生類や粗朶を他の壁体と組合せ
て施す工法が用いられている。ところで、近来の山林労
務者不足および老齢化に伴い、粗朶、灌木、苗木、丸太
等山林から採取、生産される土木材料の不足から、自然
でソフトな材料を用いる工法が敬遠され、コンクリート
やコンクリート二次製品によるハードな壁体工法による
ものが多くなっている。そのようなハードな壁体工法に
あっては、機能性、経済性あるいは施工のし易さが強調
される反面、景観的なやさしさ、親しみ易さなどの潤い
が失われる結果となっている。
2. Description of the Related Art Construction methods for resisting earth pressure and preventing the collapse of soil and sand include methods for striking concrete, methods for using concrete secondary product blocks, methods for forming walls by masonry, and combinations of these methods. The construction method is used. Further, as a method of preventing collapse of sloped hillsides and protection of dilapidation, a method of combining vegetation and slag with other walls has been used. By the way, due to the shortage of forest workers and the aging of recent years, due to the lack of civil engineering materials that are collected and produced from mountain forests such as rough trees, shrubs, saplings and logs, construction methods using natural and soft materials have been shunned. The number of hard wall construction methods using secondary products is increasing. In such a hard wall construction method, the functionality, economy, and ease of construction are emphasized, but the moistness such as scenic ease and familiarity is lost.

【0003】一方、地方小都市や農山村における中小河
川において、その堤防は、石積み、コンクリート擁壁、
コンクリート二次製品ブロック等による三面張り工法で
固められている。また、農業用あるいは生活関連の給排
水用の小規模水路においても、コンクリート板による柵
板工やU字型コンクリートブロックで施工されているの
が一般的である。かかる工法は施工のし易さ、経済性ま
たは機能性に富んでいるものの、一方で洪水災害の要因
ともなり、且つ、自然環境が軽視されるきらいがあり、
景観的にもやさしさがないものとなっている。
On the other hand, in small and medium-sized rivers in small cities and rural areas, the embankments are masonry, concrete retaining walls,
It is hardened by the three-sided construction method using concrete secondary product blocks. In addition, in small-scale waterways for agricultural use or water supply and drainage related to life, it is common to construct fence boards made of concrete plates or U-shaped concrete blocks. Although this construction method is rich in ease of construction, economical efficiency or functionality, it also causes flood disasters and has a tendency to neglect the natural environment,
The scenery is not so kind.

【0004】近来、土木工法においても環境の保護と調
和が重視されつつあり、河川工法においても、より自然
に近いことを目標に多自然形工法が見直されてきてい
る。こうした現況に鑑み、土留壁体や中小河川の護岸や
水路をより自然に近い材料で人にも動植物にもやさしい
工法を開発普及することにより、山や小川にきれいな流
れを取り戻し、昔の「小川」の姿を演出し、緑と花があ
り、昆虫や小魚の住む小川とふるさと造りの環境創出が
望まれている。この要請に対応して従来は、例えば複数
の木材の杭を地中に打ち込み、柵状の土留壁体または河
川の護岸等を形成することがあった。このとき、土砂の
流出を防止するために、隣合う木材の杭同士は接触させ
るか、所定の間隔以下となるように密に揃えて配設する
必要がある。
In recent years, environmental protection and harmony are being emphasized also in the civil engineering method, and in the river construction method, the multi-natural construction method is being reviewed with the aim of becoming closer to nature. In view of these circumstances, we have developed and disseminated earth retaining walls, revetments for small and medium-sized rivers and waterways using materials that are more natural, and that are friendly to both humans and animals and plants. It is desirable to create an environment of a hometown and a stream where insects and small fish live, as well as green and flowers. In response to this request, conventionally, for example, a plurality of timber piles are driven into the ground to form a fence-shaped earth retaining wall body or a river revetment. At this time, in order to prevent the outflow of earth and sand, it is necessary to bring adjacent piles of timber into contact with each other or to arrange them closely so that the distance between them is not more than a predetermined interval.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、木材の
杭を地中に打ち込む工法では、木材の杭を一本ずつ打ち
込む作業となり、これによって柵状の土留壁体等を形成
するのでは、作業効率が非常に悪かった。また、施工現
場によっては、杭を打ち込めないところもあり、木材を
土留等に有効に利用することは難しかった。そこで、本
発明の目的は、環境の保護と調和を図ることのできる木
材を利用して、容易に土留壁体または河川の護岸等を築
造するための土木施工方法および土木施工用枠体を提供
することにある。
However, in the method of driving the piles of wood into the ground, it is a work of driving the piles of wood one by one, and if a fence-shaped earth retaining wall body is formed by this, the work efficiency is increased. Was very bad. In addition, depending on the construction site, there were places where piles could not be driven, making it difficult to effectively use wood for soil retention. Therefore, an object of the present invention is to provide a civil engineering construction method and a civil engineering construction frame body for easily constructing an earth retaining wall body or a river revetment, etc. by using wood that can achieve harmony with environmental protection. To do.

【0006】[0006]

【課題を解決するための手段】上記の目的を達成するた
め、本発明は次の構成を備える。すなわち、本発明は、
複数本の木材を柵状に揃えて単位柵状部材を形成し、該
単位柵状部材を対向させて配設し、対向する単位柵状部
材同士が所定の間隔をおいて立設されるよう間隔保持部
材で連結することで枠体を形成し、該枠体の内部に土砂
等の充填物を充填して土留等を築造することを特徴とす
る土木施工方法にある。
In order to achieve the above object, the present invention has the following constitution. That is, the present invention is
A unit fence-shaped member is formed by aligning a plurality of timbers in a fence shape, and the unit fence-shaped members are arranged so as to face each other so that the facing unit fence-shaped members are erected at predetermined intervals. A civil engineering construction method is characterized in that a frame body is formed by connecting with a space holding member, and a filling material such as earth and sand is filled inside the frame body to construct an earth retaining material.

【0007】また、本発明は、複数本の木材を柵状に揃
えて形成した単位柵状部材を対向させて配設し、対向す
る単位柵状部材同士が所定の間隔をおいて立設されるよ
う間隔保持部材で連結することで枠状に形成されると共
に、対向する単位柵状部材同士が近接する方向に折り畳
み可能に単位柵状部材と間隔保持部材とが相対的に回動
可能に連結されたことを特徴とする土木施工用枠体にも
ある。
Further, according to the present invention, unit fence-shaped members formed by aligning a plurality of timbers in a fence shape are arranged so as to face each other, and the facing unit fence-shaped members are erected at predetermined intervals. It is formed in a frame shape by connecting with a space holding member so that the unit rail members facing each other can be folded in a direction in which they approach each other. There is also a frame for civil engineering construction, which is characterized by being connected.

【0008】[0008]

【作用】本発明の土木施工方法によれば、対向する単位
柵状部材同士が、間隔保持部材で連結されることで枠体
を形成し、その枠体の内部に充填物が充填されることに
よって土留壁体または河川の護岸を形成できる。このた
め、従来の木材の杭を打ち込む施工方法と比較して、容
易に施工することができる。
According to the civil engineering method of the present invention, the unit fence-shaped members facing each other are connected by the spacing member to form a frame, and the filling is filled in the frame. Can form a retaining wall or a river bank. Therefore, as compared with the conventional construction method of driving a pile of wood, the construction can be performed easily.

【0009】また、本発明の土木施工用枠体によれば、
その構成物である単位柵状部材および間隔保持部材を予
め工場で加工することができるため、施工現場では配設
または組み立てるのみでよい。また、枠状に組立てられ
た際にも、単位柵状部材と間隔保持部材とが相対的に回
動可能に連結されているため、単位柵状部材同士が近接
するように折り畳むことができる。このため、予め枠状
に組立てられたものでも容易に輸送できる。従って、こ
の土木施工用枠体は、予め工場で組立て、施工現場に輸
送して設置することができる。これにより、現場作業を
省力化でき、全体としての施工効率を向上できる。
According to the civil construction frame of the present invention,
Since the unit fence-shaped members and the spacing members that are the constituents can be processed in advance in the factory, they need only be arranged or assembled at the construction site. Further, even when assembled in a frame shape, since the unit fence-shaped members and the spacing members are relatively rotatably connected to each other, the unit fence-shaped members can be folded so as to be close to each other. For this reason, even those assembled in a frame shape in advance can be easily transported. Therefore, the civil engineering work frame can be assembled in advance in a factory, transported to the construction site, and installed. As a result, the on-site work can be saved and the overall construction efficiency can be improved.

【0010】[0010]

【実施例】以下、本発明の好適な実施例を添付図面に基
づいて詳細に説明する。図1は本発明にかかる土木施工
用枠体の一実施例を示す斜視図である。また、図2は木
材の連結状態を説明する正面図であり、図3は図2の側
面図である。10は単位柵状部材であり、複数の柱材1
2と、隣合う柱材12の間に配設される間柱材14と、
それらを連結するボルト16およびナット18とによっ
て構成されている。柱材12は、間伐材を利用したもの
で、例えば、直径15cm程度、長さ100〜150c
m程度の木材である。間柱材14は、柱材12と同じく
間伐材を利用し、例えば、直径15cm程度、長さ15
cm程度の木材である。ボルト16は、図2に示すよう
に、柵状に揃えられた柱材12および間柱材14を貫通
して連結し、そのボルト16に螺合するナット18によ
って固定されている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT A preferred embodiment of the present invention will be described in detail below with reference to the accompanying drawings. FIG. 1 is a perspective view showing an embodiment of a frame for civil engineering work according to the present invention. Further, FIG. 2 is a front view for explaining a connected state of wood, and FIG. 3 is a side view of FIG. 10 is a unit fence-shaped member, and a plurality of pillar materials 1
2, and a stud member 14 disposed between the adjacent pillar members 12,
It is constituted by a bolt 16 and a nut 18 that connect them. The pillar 12 is made of thinned wood, and has a diameter of about 15 cm and a length of 100 to 150 c, for example.
It is about m. The stud member 14 uses the same thinned material as the pillar member 12. For example, the diameter is about 15 cm and the length is 15 cm.
It is about a cm of wood. As shown in FIG. 2, the bolt 16 penetrates and connects the pillar material 12 and the stud material 14 arranged in a fence shape, and is fixed by a nut 18 screwed to the bolt 16.

【0011】20は、ハリ渡し材であり、間隔保持部材
を構成している。このハリ渡し材20も間伐材を利用し
たものであり、例えば、直径15cm程度、長さ80c
m程度の木材である。ハリ渡し材20は、単位柵状部材
10同士を対向させ、対向する単位柵状部材10同士が
所定の間隔をおいて立設されるよう連結している。
Reference numeral 20 is a tension transfer material, which constitutes a spacing member. This straining material 20 also uses thinned wood, for example, a diameter of about 15 cm and a length of 80 c.
It is about m. In the stiffening material 20, the unit fence-shaped members 10 are opposed to each other, and the opposed unit fence-shaped members 10 are connected so as to be erected at a predetermined interval.

【0012】単位柵状部材10とハリ渡し材20とは、
図2に示すように、単位柵状部材10の端の柱材12お
よびハリ渡し材20を貫通する組立用ボルト22と、そ
れに螺合する組立用ナット24とからなる連結手段によ
って連結されている。このように、対向する単位柵状部
材10とハリ渡し材20とによって所定間隔をおいて略
矩形に区切られた土木施工用枠体が形成されている。
The unit fence-shaped member 10 and the tension transfer material 20 are
As shown in FIG. 2, the unit fence-shaped member 10 is connected by a connecting means composed of an assembling bolt 22 penetrating the pillar member 12 and the break-through member 20 at the end and an assembling nut 24 screwed to the assembling bolt 22. . In this way, the frame for civil engineering work is formed by the unit fence-shaped member 10 and the tension transfer member 20 which face each other and are divided into a substantially rectangular shape at a predetermined interval.

【0013】ところで、上記のように単位柵状部材10
とハリ渡し材20とが、組立用ボルト22と組立用ナッ
ト24とによって連結されているため、単位柵状部材1
0とハリ渡し材20とは、組立用ボルト22を軸として
相対的に回動できる。このため、図3のように単位柵状
部材10が立設される状態(柱材12とハリ渡し材20
とが直角に交差する状態)から、図4のように対向する
単位柵状部材10同士が近接する方向に折り畳まれた状
態に変形することができる。
By the way, as described above, the unit fence-shaped member 10
Since the bridging material 20 and the bridging material 20 are connected by the assembling bolt 22 and the assembling nut 24, the unit fence-shaped member 1
0 and the tension transfer member 20 can relatively rotate about the assembly bolt 22 as an axis. Therefore, as shown in FIG. 3, the unit fence-shaped member 10 is erected (the column member 12 and the tension member 20).
It is possible to change from a state in which and intersect at a right angle) to a state in which the opposing unit fence members 10 are folded in a direction in which they approach each other as shown in FIG.

【0014】このように、単位柵状部材10とハリ渡し
材20とによって組立てられた土木施工用枠体を容易に
折り畳むことができるため、輸送に便利である。すなわ
ち、この土木施工用枠体によれば、予め工場で組立て、
施工現場に輸送して容易に設置することができ、現場作
業を省力化でき、全体としての施工効率を向上できる。
また、単位柵状部材10とハリ渡し材20とを組立てる
手前の状態まで加工し、これを輸送して、現場で組立て
ることも可能である。この場合、輸送がし易くなると共
に、組立用ボルト22と組立用ナット24で容易に組立
てられるため、全体としての施工効率を向上できる。
As described above, the civil construction frame body assembled by the unit fence-shaped member 10 and the tension transfer member 20 can be easily folded, which is convenient for transportation. That is, according to this civil engineering construction frame body, pre-assembled in the factory,
It can be transported to the construction site and installed easily, labor on site can be saved, and overall construction efficiency can be improved.
It is also possible to process the unit fence-shaped member 10 and the tension transfer material 20 to a state before being assembled, transport the processed material, and assemble it on site. In this case, transportation is facilitated, and since the assembling bolt 22 and the assembling nut 24 can be easily assembled, the construction efficiency as a whole can be improved.

【0015】なお、はり渡し部材は、本実施例のように
間伐材に限らず、これに代用されるもの、例えば、ボル
トとナットとすることも可能である。また、木材の連結
手段は、ボルトとナットに限らず、本実施例に相当する
作用を有する手段であれば、他の手段としても良いのは
勿論である。
The transfer member is not limited to the thinning material as in the present embodiment, but may be a substitute material such as a bolt and a nut. Further, the timber connecting means is not limited to the bolt and the nut, and needless to say, may be any other means as long as it has a function equivalent to that of the present embodiment.

【0016】さらに具体的な土木施工用枠体の実施例に
ついて説明する。以下の〜は具体例な実施例の内容
であり、これらを選択的に実施することができる。 単位柵状部材10およびハリ渡し材20に使用する丸
太の径寸法は原則として10〜20cmの腐食防止加工
品(樹脂が含浸されたものなど)とする。 土木施工用枠体の基本単位は輸送可能な大きさの範囲
で工場制作とする。 基本単位(土木施工用枠体)の柱材12(丸太)本数
及び規格寸法は目的、使用場所により定めるものとす
る。 柱材12と柱材12を連結して適宜の間隔を確保する
ための間柱木14の材種及び寸法は、目的、使用場所、
空間内部に充填する材料と規格寸法により定めるものと
する。枕木の材種としては、例えば、腐食防止加工の間
伐丸太を裁断加工したもの、硬質塩化ビニール管の加工
品、石材、コンクリート、陶器製品、鋼製品等を用いる
ことができる。 丸太(柱材12)の寸法径を均等にする必要がある場
合は、太鼓引き加工して使用する。 底部の敷丸太26が必要な場合には、間柱材14に代
えて、間柱材の位置にハリ渡し材20と同等の木材を柱
材12に直角方向にボルト・ナットにより連結固定する
ものとする。その敷丸太26の上に充填物が充填される
ことで、土木施工用枠体の浮き上がりと充填物の底漏れ
を防止できる。この枠体は特に沈床施工の際には有効で
ある。 単位柵状部材10の柱材12の本数は、柱材12の
径、柱材の所要長と材種、空間内部に充填する土石類の
寸法、径、及び空間体積、背面土砂の土質、硬軟、吸出
しの有無、枠体の使用目的(土留壁、水路壁、花壇枠、
囲障柵、沈床枠・・・)等により定めるものとする。
Further specific examples of the frame for civil engineering work will be described. The following are contents of specific examples, and these can be selectively implemented. As a general rule, the diameter of the logs used for the unit fence members 10 and the tension transfer material 20 is 10 to 20 cm, which is a corrosion-prevented product (such as one impregnated with resin). The basic unit of the frame for civil engineering works will be produced by the factory within a transportable size. The number of basic materials (framework for civil engineering) 12 (log) and the standard size of the pillars 12 shall be determined according to the purpose and place of use. The material type and dimensions of the studs 14 for connecting the pillars 12 and the pillars 12 and securing an appropriate interval are the purpose, the place of use,
It shall be determined by the material to be filled inside the space and the standard size. As the material of the sleepers, for example, thinned logs obtained by cutting corrosion-prevented logs, processed products of hard vinyl chloride pipes, stone materials, concrete, pottery products, steel products and the like can be used. When it is necessary to equalize the dimensional diameters of the logs (the pillar materials 12), they are used after being drummed. When the floor log 26 at the bottom is required, instead of the stud member 14, timber equivalent to the tension transfer material 20 is connected and fixed to the pillar member 12 at right angles to the pillar member 12 by bolts and nuts. . By filling the filling log 26 with the filling material, it is possible to prevent the civil engineering work frame from floating and the filling material from leaking to the bottom. This frame body is particularly effective in the case of sinking construction. The number of the pillar materials 12 of the unit fence-shaped member 10 is the diameter of the pillar material 12, the required length and material type of the pillar material, the size and diameter of the earth and stones to be filled in the space, the space volume, the soil quality of the backside sand, the hardness and softness. , With or without suction, purpose of use of the frame (soil retaining wall, waterway wall, flowerbed frame,
Enclosure fence, floor sill ...), etc.

【0017】次に、上記本発明の土木施工用枠体を利用
した土木施工方法の一実施例について図7の土留枠体イ
メージ図に基づいて説明する。先ず、複数本の木材(柱
材12)を柵状に揃えて単位柵状部材10を形成する。
この単位柵状部材10を対向させて配設し、この対向す
る単位柵状部材同士10を、所定の間隔をおいて立設す
るよう、図6の実施例では各連結箇所で二本ずつのハリ
渡し材20で連結する。このように連結することで略矩
形の単位土木施工用枠体が形成される。この段階まで
は、工場で製造して組立てる。このように形成した単位
土木施工用枠体を所定の施工位置で連結して延長する。
そして、図6に示すようにその枠体の内部に土砂等の充
填物を充填して土留等を築造する。
Next, an embodiment of a civil engineering construction method using the civil engineering construction frame of the present invention will be described with reference to the earth retaining frame image diagram of FIG. First, a plurality of timbers (column members 12) are aligned in a fence shape to form a unit fence member 10.
In the embodiment shown in FIG. 6, two unit fence-shaped members 10 are arranged so as to face each other so that the unit fence-shaped members 10 facing each other are set up at a predetermined interval. They are connected by the tension transfer material 20. By connecting in this way, a substantially rectangular unit civil construction frame is formed. Up to this stage, it is manufactured and assembled at the factory. The unit civil engineering construction frame bodies thus formed are connected and extended at a predetermined construction position.
Then, as shown in FIG. 6, a filling material such as earth and sand is filled in the inside of the frame body to construct an earth retaining material.

【0018】また、施工現場で単位柵状部材10とはり
渡し部材20と連結する工法としても良いのは勿論であ
る。すなわち、工場では単位柵状部材10とはり渡し部
材20とを組み立てる手前まで加工する。ハリ渡し材2
0には予め所定箇所にボルト16の通しの穴を設けてお
く。このように加工された構成部材を施工現場の所定場
所に運搬し、単位柵状部材10をハリ渡し材20を介し
てボルト16とナット18により連結し、土木施工用枠
体を組立てる。
Further, it goes without saying that the unit fence-shaped member 10 and the transfer member 20 may be connected at the construction site. That is, in the factory, processing is performed before the unit fence-shaped member 10 and the transfer member 20 are assembled. Handing material 2
0 is provided with a through hole for the bolt 16 at a predetermined position in advance. The structural member processed in this way is transported to a predetermined place on the construction site, and the unit fence-shaped member 10 is connected by the bolt 16 and the nut 18 via the tension transfer material 20 to assemble a frame for civil engineering work.

【0019】また、図7の水路枠体イメージ図に示すよ
うに、本発明の工法を河川護岸用または水路壁用枠体に
適用する場合、背面土砂が流水で洗掘されたり、吸出し
を受けると予想された場合には、これを防止するため、
(1)単位柵状部材10の柱材12(丸太)相互間隔を密
着した土木施工用枠体とする、(2)土木施工用枠体の柱
材12と背面土砂の接触面に吸い出し防止材(軟弱地盤
安定・吸い出し防止・洗堀防止材)を張る、等の対策を
とることができる。ところで、図7に示す沈床枠体28
は、上記の土木施工用枠体と同様に形成され、ネットを
介して枠体内に栗石、木炭が充填されている。木炭は水
質浄化のために作用し、定期的に交換される。また、こ
の沈床枠体28は、根固工として河床の洗堀防止と安定
を図る構造物となっている。
When the construction method of the present invention is applied to a river revetment or canal wall frame, as shown in the image of the canal frame body of FIG. 7, when the rear surface sediment is washed by running water or is sucked out. If this is expected, to prevent this,
(1) The pillar material 12 (log) of the unit fence-shaped member 10 is used as a civil engineering work frame body closely adhering to each other, (2) The suction preventing material on the contact surface between the pillar material 12 of the civil engineering work frame body and the rear surface sand It is possible to take measures such as putting up (soft ground stabilization, suction prevention, scouring prevention material). By the way, the floor sill 28 shown in FIG.
Is formed in the same manner as the above-described civil engineering construction frame, and the frame is filled with rubble and charcoal through a net. Charcoal acts for water purification and is regularly replaced. In addition, the sedimentation frame body 28 is a structure for preventing and stabilizing the scouring of the riverbed as a root work.

【0020】また、土木施工用枠体の空間内部への材料
充填の例としては、目的地に所定形状に組立て設置した
枠体内部の空間には天然玉石、栗石、砕石、土砂類を人
力または機械により充填する。充填物は目的によって異
なり、以下〜のような場合がある。 山腹の安定、崩壊防止用(法面工)の場合には、現地
で床堀り時に発生した土砂および砂礫を使用できる。な
お、吸い出し防止材で漏れ出しを防ぐ。 土留工に使用する場合、または中小河川護岸用として
重ね積みの場合には、下層部や基礎部の枠体は土圧抵抗
が大きいので、枠体の自重体積を大きくする。従って、
充填する材料は寸法の大きいものを使用し、上層枠体に
は下層枠体より小規格の枠体と充填材を使用できる。ま
た、河床部で魚の住む目的を兼ねて枠体を施す場合は、
支柱間隔を広めにした枠体を使用し、内部に充填する玉
石等の寸法を大きくすることにより、石材相互間の空隙
を大きくする。なお、背後の土砂が軟弱で土砂が流水や
土圧で漏出する危険が予想される場合には、コンクリー
ト等による遮蔽板を用いることもできる。 環境面を配慮し枠体に草木、花木等の植生を施す場合
は種子入り土嚢や苗木を添加する。
Further, as an example of filling the material into the space of the frame for civil engineering work, natural cobblestone, crushed stone, crushed stone, earth and sand are manually or manually stored in the space inside the frame assembled and installed in a predetermined shape at the destination. Fill by machine. The filling depends on the purpose and may be as follows. For stabilizing the hillside and preventing collapse (slope work), it is possible to use earth and sand and gravel that have been generated during floor excavation. In addition, prevent it from leaking out by the suction prevention material. When it is used for earth retaining work or is piled up for revetment of small and medium rivers, the frame of the lower layer and the foundation has a large earth pressure resistance, so the volume of the frame itself is increased. Therefore,
A material having a large size is used as a filling material, and a frame and a filler having a smaller standard than the lower layer frame can be used for the upper layer frame. In addition, when applying a frame for the purpose of living fish in the riverbed,
The space between the stones is increased by using a frame with a wider space between the columns and increasing the size of the cobblestones and the like to be filled inside. A shield plate made of concrete or the like can be used when the soil behind the soil is soft and there is a risk that the soil will leak due to running water or earth pressure. When vegetation such as vegetation, flowering trees, etc. is applied to the frame in consideration of the environment, sandbags with seeds and seedlings are added.

【0021】図8は本発明の他の実施例である。32は
リブ付ラス網である。このリブ付ラス網32、或いは他
の同等品を埋め込み型枠として生コンクリートを打つ方
法と既製コンクリートパネルで固定する方法がある。こ
の現場打ちまたはコンクリートパネル32の表面に本発
明の土木施工用枠体が配設されている。このように、他
の工法と組合せ、土留等の強度を強化することができ
る。また、図9〜図12は土木施工用枠体を積み重ねて
使用する場合の説明図である。図9は矩形状の枠体を斜
面に沿って重ねる場合を示す。図10は台形の枠体を積
み重ねた状態である。図11は二重矩形状の枠体を重ね
た状態である。また、図12に平行四辺形状の枠体を積
み重ねたものであり、上方に重ねるものの方が小型にな
っている。
FIG. 8 shows another embodiment of the present invention. 32 is a lath net with ribs. There are a method of hitting ready-mixed concrete by using the lath net 32 with ribs or other equivalent products as an embedded form, and a method of fixing with ready-made concrete panels. On the surface of the cast-in-place or concrete panel 32, the frame for civil engineering construction of the present invention is arranged. In this way, the strength of soil retention etc. can be enhanced by combining with other construction methods. In addition, FIGS. 9 to 12 are explanatory views of the case where the civil engineering construction frame bodies are stacked and used. FIG. 9 shows a case where rectangular frames are stacked along the slope. FIG. 10 shows a state in which trapezoidal frames are stacked. FIG. 11 shows a state in which double rectangular frame bodies are stacked. Further, the parallelogram-shaped frame bodies are stacked in FIG. 12, and the upper stack is smaller in size.

【0022】以上説明してきたように本発明の土木施工
方法および土木施工用枠体によれば、第1の特徴とし
て、木材(間伐材加工品)で基本となる枠体を工場でプ
レ生産し、所要地に運搬し、目的に応じた寸法規格に組
立て、空間内部に自然石や木炭類、土砂等を充填し、こ
れを壁体として土圧抵抗体あるいは水質浄化作用体とす
ることとができるものである。
As described above, according to the method of civil engineering and the frame for civil engineering of the present invention, the first feature is that the basic frame of wood (thinned wood processed product) is pre-produced in the factory. , Transporting it to the required place, assembling it to the size standard according to the purpose, filling the space with natural stone, charcoal, earth and sand, etc., and using this as a wall body as an earth pressure resistance element or water purification agent It is possible.

【0023】第2の特徴は、工場生産して基本枠体を仮
組立てすれば、枠体の折りたたみが可能で、コンパクト
な荷姿にできるので、輸送時や積み卸しが容易に且つ手
軽にできる。
The second characteristic is that if the basic frame is temporarily assembled and manufactured in a factory, the frame can be folded and the package can be made into a compact packing, so that it can be easily and easily transported or loaded and unloaded. .

【0024】第3の特徴は、枠体内部空間部への充填材
料は、その規格、寸法、材種を特定しない。すなわち、
施工現場の発生石材や付近で採取可能な材料のうち、枠
体構成や目的に敵したものなら良く、材料の調達が容易
になる。
The third feature is that the filling material for the space inside the frame does not specify its standard, size or material type. That is,
Among the stones generated at the construction site and the materials that can be collected in the vicinity, any material that matches the frame structure and purpose can be used, and the material can be easily procured.

【0025】第4の特徴は本発明の土木施工用枠体は丸
太材をボルトとナットによる組立て構築する形式なの
で、同一枠体の組合せ構成でも基本原形にこだわらず、
フレキシブルに応用的変形が容易で、現地の地形、傾斜
等に即応した形状に改良的変形が可能である。図13〜
図17に本発明の枠体の変形例を示す。図13は矩形状
の枠体が平行四辺形に変形可能であることを示す。同様
に、図14は台形状の枠体が斜めに潰れた状態に変形可
能であり、図15は台形状の枠体を逆さまに使用可能で
あることを示す。また、図16では二重矩形状の枠体が
変形可能であること、図17では偏平な矩形状の枠体が
平行四辺形に変形可能であることを示している。
The fourth characteristic is that the frame for civil engineering construction of the present invention is constructed by assembling and constructing log materials with bolts and nuts, so that even if the same frame is combined and constructed, it does not have to be a basic prototype.
It is flexible and easy to apply, and can be improved to a shape that quickly responds to the local topography and slope. 13-
FIG. 17 shows a modification of the frame body of the present invention. FIG. 13 shows that the rectangular frame can be transformed into a parallelogram. Similarly, FIG. 14 shows that the trapezoidal frame body can be deformed into an obliquely crushed state, and FIG. 15 shows that the trapezoidal frame body can be used upside down. 16 shows that the double rectangular frame can be deformed, and FIG. 17 shows that the flat rectangular frame can be deformed into a parallelogram.

【0026】第5の特徴としては、本発明の土木施工方
法によれば、一般的な土留壁体として、計画的に使用で
きるほか、突発的に発生した土砂災害、地山の崩壊や土
砂崩落にも緊急的応急対策工法として、迅速かつ効果的
に対応できる工法である。すなわち、以下の〜よう
な本発明の特有の作用的特徴を利用できる。 本発明の土木施工用枠材を現地で組立てれば、土留用
の枠体を容易に構築できる。 枠体はコンパクトに折り畳め運搬作業に便利である。 枠体の組立て構成、並びに設置作業に特殊技能や熟練
を必要としない。 枠体の設置基盤が平坦でも傾斜地でも設置できる。 枠体内部空間への重量充填物は枠体構成の規格寸法に
応じ又は充填物の枠体外への漏出防止処理(例えば現在
市販されているネット類、穴あき綱、鉄板類、シート
類、樹脂加工品類等による処理)を行えば、充填材料は
土砂、石材、生コンクリートを問わず、現地で容易に入
手可能な材料なら品質、規格を問わず使用可能であるこ
と等により突発的、緊急的な土留め対策工法としても有
効的かつ経済的な工法である。
The fifth feature is that, according to the civil engineering method of the present invention, it can be used as a general earth retaining wall systematically, and in addition to a sudden sediment disaster, a collapse of the ground and a landslide. It is a construction method that can respond quickly and effectively as an emergency first-aid measure construction method. That is, the following characteristic features of the present invention can be utilized. If the frame material for civil engineering construction of the present invention is assembled locally, a frame body for earth retaining can be easily constructed. The frame is compact and foldable for convenient transportation. No special skill or skill is required for the frame assembly structure and installation work. The installation base of the frame can be installed on a flat or sloping ground. The heavy packing in the inner space of the frame depends on the standard dimensions of the frame structure or the leakage prevention process of the packing to the outside of the frame (for example, currently commercially available nets, perforated ropes, iron plates, sheets, resin, etc. If it is processed with processed goods, etc., the filling material is suddenly or urgently because it can be used regardless of quality or standard as long as it is a material that is easily available locally, regardless of whether it is earth and sand, stone material, or ready-mixed concrete. It is also an effective and economical construction method as a soil retaining measure.

【0027】第6の特徴は、本発明によれば、土留用壁
体の他、河川工事の根固工、水制工として従来工法で主
に施工されているコンクリートやコンクリート二次製品
による水制工及び根固め工法に代わり適用できる。この
ため、その利点は魚や昆虫類の棲息がより可能となり、
より自然や環境にやさしい工法となることにある。すな
わち、河川や湖沼の河床に木製の枠体を設置し、枠体内
部は石材を充填すうことにより河床の洪水による洗掘防
止、水衝部の流水の緩和、流水の偏流防止等の構造物と
して河川の環境にやさしい工法として有効である。ちな
みに、従来工法に河床部への安定と床固めを目的として
木材を使用して木工沈床が用いられていたが現在殆ど施
工されていない。木工沈床施工の熟練者の不在、コンク
リートによる施工のし易さが原因と考えられる。枠体内
部空間へ充填する石材(玉石、栗石)の空隙部が魚は昆
虫の棲家となり、且つ玉石相互の間隔から生ずる礫間接
触による水質浄化作用が自然に行われ、かつ木炭等浄化
媒体を併用すれば、浄化がより促進される工法的利点が
ある。
The sixth feature of the present invention is that, in addition to the earth retaining wall, water from concrete or a concrete secondary product, which is mainly constructed by the conventional construction method as a root work for river works or a water control work, is used according to the present invention. It can be applied instead of construction and consolidation methods. Therefore, the advantage is that fish and insects can live better.
It is to be a construction method that is more environmentally friendly and natural. In other words, a wooden frame is installed on the riverbed of rivers and lakes, and the inside of the frame is filled with stones to prevent scouring due to flooding of the riverbed, mitigation of running water in the flood part, and prevention of uneven flow of flowing water. Is effective as a construction method that is friendly to the river environment. By the way, in the conventional method, woodworking sedimentation using wood was used for the purpose of stabilizing the riverbed and solidifying the floor, but it has not been constructed at present. It is considered that the lack of skilled woodworking floor construction and the ease of construction using concrete are the causes. The voids of the stones (cobblestone, cobblestone) that fill the space inside the frame make the fish a habitat for insects, and the water purification effect is naturally performed by the contact between the gravel caused by the distance between the cobblestones. If used together, there is an industrial advantage that purification is promoted more.

【0028】第7の特徴は、本発明の土木施工用枠材の
主材料は木材で、他の土木材料と異なり、焼却処分が可
能なので、産業廃棄物上の処理問題においても社会的に
やさしい土木材料である。また、間伐木材を有効に利用
することができ、地域林業の振興に寄与し、ひいては国
土の山地、山林の育成にも役に立つ。以上、本発明の好
適な実施例について種々述べてきたが、本発明はこの実
施例に限定されるものではなく、発明の精神を逸脱しな
い範囲内でさらに多くの改変を施し得るのは勿論のこと
である。
The seventh characteristic is that the main material of the frame material for civil engineering construction of the present invention is wood, and unlike other civil engineering materials, it can be incinerated and disposed of, so it is socially friendly even in the problem of treating industrial waste. It is a civil engineering material. In addition, thinned wood can be effectively used, which contributes to the promotion of local forestry and, in turn, helps to develop mountains and forests on the national land. Although various preferred embodiments of the present invention have been described above, the present invention is not limited to these embodiments, and many modifications can be made without departing from the spirit of the invention. That is.

【0029】[0029]

【発明の効果】本発明の土木施工方法および土木施工用
枠体によれば、環境の保護と調和を図ることのできる木
材を利用して、容易に土留壁体または河川の護岸等を築
造することができるという著効を奏する。
According to the method of civil engineering construction and the frame for civil engineering construction of the present invention, it is possible to easily construct an earth retaining wall or a river bank or the like by using wood that can protect and harmonize the environment. It has the remarkable effect of being able to.

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

【図1】本発明にかかる土木施工用枠体の一実施例を示
す斜視図。
FIG. 1 is a perspective view showing an embodiment of a civil engineering construction frame body according to the present invention.

【図2】本発明にかかる土木施工用枠体の連結状態を示
す正面図。
FIG. 2 is a front view showing a connected state of the civil engineering construction frame body according to the present invention.

【図3】本発明にかかる土木施工用枠体の連結状態を示
す側面図。
FIG. 3 is a side view showing a connected state of the frame for civil engineering work according to the present invention.

【図4】本発明にかかる土木施工用枠体の折り畳み状態
を正面図。
FIG. 4 is a front view showing a folded state of the civil engineering construction frame body according to the present invention.

【図5】本発明の他の実施例を説明する斜視図。FIG. 5 is a perspective view illustrating another embodiment of the present invention.

【図6】本発明にかかる土木施工方法を土留に利用した
状態を示す斜視図。
FIG. 6 is a perspective view showing a state in which the civil engineering method according to the present invention is used for retaining soil.

【図7】本発明にかかる土木施工方法を水路に利用した
状態を示す断面図。
FIG. 7 is a cross-sectional view showing a state where the civil engineering construction method according to the present invention is used for a water channel.

【図8】本発明にかかる土木施工方法を他の実施例を示
す断面図。
FIG. 8 is a cross-sectional view showing another embodiment of the civil engineering method according to the present invention.

【図9】本発明にかかる土木施工用枠体の積み重み状態
を示す断面図。
FIG. 9 is a cross-sectional view showing a stacking weight state of the civil engineering construction frame body according to the present invention.

【図10】本発明にかかる土木施工用枠体の積み重み状
態を示す断面図。
FIG. 10 is a cross-sectional view showing a stacking weight state of the civil engineering construction frame body according to the present invention.

【図11】本発明にかかる土木施工用枠体の積み重み状
態を示す断面図。
FIG. 11 is a cross-sectional view showing a stacking weight state of the civil engineering construction frame body according to the present invention.

【図12】本発明にかかる土木施工用枠体の積み重み状
態を示す断面図。
FIG. 12 is a cross-sectional view showing a stacking weight state of the frame for civil engineering work according to the present invention.

【図13】本発明にかかる土木施工用枠体の変形状態を
示す斜視図。
FIG. 13 is a perspective view showing a deformed state of the civil engineering construction frame body according to the present invention.

【図14】本発明にかかる土木施工用枠体の変形状態を
示す説明図。
FIG. 14 is an explanatory view showing a deformed state of the civil engineering construction frame body according to the present invention.

【図15】本発明にかかる土木施工用枠体の変形状態を
示す説明図。
FIG. 15 is an explanatory view showing a deformed state of the civil engineering construction frame body according to the present invention.

【図16】本発明にかかる土木施工用枠体の変形状態を
示す説明図。
FIG. 16 is an explanatory view showing a deformed state of the civil engineering construction frame body according to the present invention.

【図17】本発明にかかる土木施工用枠体の変形状態を
示す説明図。
FIG. 17 is an explanatory view showing a deformed state of the civil engineering construction frame body according to the present invention.

【符号の説明】[Explanation of symbols]

10 単位柵状部材 12 柱材 14 間柱材 16 ボルト 18 ナット 20 ハリ渡し材 22 組立用ボルト 24 組立用ナット 10 unit fence-like member 12 pillar material 14 stud material 16 bolt 18 nut 20 stiffening material 22 assembly bolt 24 assembly nut

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 複数本の木材を柵状に揃えて単位柵状部
材を形成し、該単位柵状部材を対向させて配設し、対向
する単位柵状部材同士が所定の間隔をおいて立設される
よう間隔保持部材で連結することで枠体を形成し、該枠
体の内部に土砂等の充填物を充填して土留等を築造する
ことを特徴とする土木施工方法。
1. A unit fence-shaped member is formed by arranging a plurality of timbers in a fence shape, and the unit fence-shaped members are arranged so as to face each other, and the facing unit fence-shaped members are spaced from each other by a predetermined distance. A civil engineering method characterized in that a frame is formed by connecting with a spacing member so as to stand upright, and a filling material such as earth and sand is filled inside the frame to build a retaining soil.
【請求項2】 複数本の木材を柵状に揃えて形成した単
位柵状部材を対向させて配設し、対向する単位柵状部材
同士が所定の間隔をおいて立設されるよう間隔保持部材
で連結することで枠状に形成されると共に、対向する単
位柵状部材同士が近接する方向に折り畳み可能に単位柵
状部材と間隔保持部材とが相対的に回動可能に連結され
たことを特徴とする土木施工用枠体。
2. A unit fence-shaped member formed by aligning a plurality of timbers in a fence shape is arranged so as to face each other, and the unit fence-shaped members facing each other are kept upright at a predetermined interval. The unit fence-shaped member and the spacing member are rotatably connected to each other so that the unit fence-shaped members are formed in a frame shape by being connected with each other and can be folded in a direction in which opposing unit fence-shaped members are close to each other. A frame for civil engineering construction.
JP26456693A 1993-10-22 1993-10-22 Civil engineering construction method and civil engineering construction frame Expired - Lifetime JP2622076B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26456693A JP2622076B2 (en) 1993-10-22 1993-10-22 Civil engineering construction method and civil engineering construction frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26456693A JP2622076B2 (en) 1993-10-22 1993-10-22 Civil engineering construction method and civil engineering construction frame

Publications (2)

Publication Number Publication Date
JPH07119166A true JPH07119166A (en) 1995-05-09
JP2622076B2 JP2622076B2 (en) 1997-06-18

Family

ID=17405072

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP2622076B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010163837A (en) * 2009-01-19 2010-07-29 Koshii Preserving:Kk Simple terracing work
KR101322744B1 (en) * 2013-02-21 2013-10-31 (주)에코원 Stacking type retaining wall structure for slope face
KR101350338B1 (en) * 2013-02-28 2014-01-10 유한회사 티엔에이 Eco friendly timber retaining wall

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010163837A (en) * 2009-01-19 2010-07-29 Koshii Preserving:Kk Simple terracing work
KR101322744B1 (en) * 2013-02-21 2013-10-31 (주)에코원 Stacking type retaining wall structure for slope face
KR101350338B1 (en) * 2013-02-28 2014-01-10 유한회사 티엔에이 Eco friendly timber retaining wall

Also Published As

Publication number Publication date
JP2622076B2 (en) 1997-06-18

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