JP2001059222A - Slope formation form and slope formation method - Google Patents

Slope formation form and slope formation method

Info

Publication number
JP2001059222A
JP2001059222A JP11237677A JP23767799A JP2001059222A JP 2001059222 A JP2001059222 A JP 2001059222A JP 11237677 A JP11237677 A JP 11237677A JP 23767799 A JP23767799 A JP 23767799A JP 2001059222 A JP2001059222 A JP 2001059222A
Authority
JP
Japan
Prior art keywords
slope
lattice
embankment
support frame
predetermined
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP11237677A
Other languages
Japanese (ja)
Inventor
Shigeru Suzuki
鈴木  茂
Yukihiro Okada
行広 岡田
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.)
Zeon Corp
Original Assignee
Nippon Zeon Co Ltd
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 Nippon Zeon Co Ltd filed Critical Nippon Zeon Co Ltd
Priority to JP11237677A priority Critical patent/JP2001059222A/en
Publication of JP2001059222A publication Critical patent/JP2001059222A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a lightweight slope formation form capable of being easily assembled and, at the same time, to provide a slope formation method capable of ensuring an even inclination of slope. SOLUTION: A slope formation form is so constituted that four bearing frames 1 bent in an approximately L-shape are connected with two joint members 2a and 2b at right angles to them and that diagonal sections of the bearings frames 1 are inserted in four openings 4 bored in six longer wall surface members 3 formed of timber from thinning to pile them up and are assembled. A resin grid body 11 is laid by bringing it into contact with the slope side of the slope formation form, and after soil is filled up to the half-length of the upper surface of the slope formation form and is rolled, further filled up to the height of the upper surface of the slope formation form to form a soil block 14, the resin grid body 11 is rolled back so as to wrap it, and operation for fixing the terminal thereof to the inside of a bedrock is repeated.

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、法面形成型枠及び
これを使用する法面形成方法に関し、詳しくは、壁面部
材を容易に交換可能することができ、急勾配な法面を効
率良く施工できる法面形成型枠及びこれを使用する法面
形成方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a slope forming mold and a slope forming method using the same, and more particularly to a slope forming method, in which a wall member can be easily replaced and a steep slope can be efficiently removed. The present invention relates to a slope forming mold that can be constructed and a slope forming method using the same.

【0002】[0002]

【従来の技術】従来、急勾配法面を安全に施工する工法
がいくつか知られている。例えば、法面勾配に応じて斜
L字状に張設曲折形成した網部材等からなる型枠を用い
て盛土する方法(例えば、特公昭63−11488号公
報、特開平6−185059号公報等)、あるいは、地
盤面に敷設した樹脂状格子状体上に格子状部材からなる
型枠を載置し、前記型枠内に盛土後、前記樹脂状格子状
体を該型枠を包み込むようにして巻き返す方法(例え
ば、特開平3−51423号公報、特開平7−1191
53号公報等)等である。
2. Description of the Related Art Conventionally, several construction methods for safely constructing a steep slope have been known. For example, a method of embankment using a formwork formed of a net member or the like formed in an oblique L-shape and bent according to the slope of the slope (for example, Japanese Patent Publication No. 63-11488, Japanese Patent Application Laid-Open No. 6-185059, etc.) Alternatively, a formwork made of a lattice-like member is placed on a resin-like lattice-like body laid on the ground surface, and after embankment in the formwork, the resin-like lattice-like body is wrapped around the formwork. (For example, JP-A-3-51423, JP-A-7-1191)
No. 53, etc.).

【0003】最近になって、法面形成工法においても周
囲の環境に合致する外観を有するものが望まれるように
なり、例えば、自然の景観にそのまま溶け込むような表
面板を有する表面枠体を、法面に直接埋め込むようにし
て使用する方法が報告されている(特開平11−717
59号公報)。この方法において使用される表面枠体
は、メッキ鋼板製の表面に多数の突出孔が設けられた幅
15センチメートル、長さ1メートル程度の長尺状の部
材を調製し、これを6枚横長に並列して、これらの両側
端を断面形状がコの字状のC形鋼製の2本の連結材に連
結固定して一体化した表面板を形成し、さらに極厚亜鉛
メッキ鋼板製のアングル材からなる2本の基盤材と前記
表面板とが約60度の角度になるように結合固定して形
成されたものである。
[0003] In recent years, there has been a demand for a slope forming method that has an appearance that matches the surrounding environment. For example, a surface frame having a surface plate that can be directly incorporated into a natural scenery has been developed. A method of embedding and using directly on a slope has been reported (JP-A-11-717).
No. 59). The surface frame used in this method is prepared by preparing a long member having a width of about 15 cm and a length of about 1 meter in which a large number of projecting holes are provided on a surface made of a plated steel plate, and six such members are horizontally long. In parallel, these two ends are connected and fixed to two connecting members made of a C-shaped steel having a U-shaped cross section to form an integrated surface plate. The two base members made of an angle material and the surface plate are connected and fixed so as to form an angle of about 60 degrees.

【0004】また、前記表面枠体には、メッキ鋼板製の
長尺状の部材に代えて、長さ2メートル程度の間伐材を
縦方向に半割りして断面形状が半円形状のものを調製
し、これを丸みのある側を前面に向けて6本並列し、こ
れらの両側端を前記と同様な方法で2本の連結材に連結
固定して一体化した表面板を形成したものも用いられ
る。この場合は、間伐材の有効利用を図るものであると
されている。
In addition, instead of a long member made of a plated steel plate, a thinned timber having a length of about 2 meters is divided in half in the vertical direction to form a semicircular cross section. Prepared, six of these are arranged side by side with the rounded side facing the front, and both side edges are connected and fixed to two connecting members in the same manner as above to form an integrated surface plate. Used. In this case, it is said that the thinned wood is effectively used.

【0005】しかし、このような表面枠体を使用する法
面工法においては、いくつかの問題点が考えられる。例
えば、一体化された表面板は、複数本の細長い部材を横
長に並列して、これらの両側端を2本の連結材に連結固
定して形成されたものであるから、これを法面施工の前
に予め工場等で形成する必要がある。このため、前記表
面板が鋼製の大型製品の場合は運搬作業が煩雑である。
また、表面板とこれに連結する基盤材とを別々に形成
し、これらを施工現場において連結する場合には施工作
業に手間取るという問題がある。また、間伐材を利用す
る場合は、間伐材を縦方向に半割りして断面形状を半円
形にする工程が加えられるため、作業効率が低下する。
さらに、これらの間伐材は両側端が固定されて一体化さ
れているために、間伐材を用いた表面板の一部が、長期
間の使用によって腐食・破損した場合には、破損等した
部分を簡単に補修・交換をすることが困難であるという
問題がある。
However, there are some problems in the slope construction method using such a surface frame. For example, the integrated surface plate is formed by connecting a plurality of elongate members horizontally in a row and connecting and fixing both side ends thereof to two connecting members. Must be formed beforehand in a factory or the like. Therefore, when the surface plate is a large product made of steel, the transportation operation is complicated.
In addition, when the surface plate and the base material connected thereto are separately formed and these are connected at the construction site, there is a problem in that the construction work takes time. In addition, when thinned wood is used, a step of dividing the thinned wood in half in the vertical direction to make the cross-sectional shape semicircular is added, so that the work efficiency is reduced.
In addition, since these thinned materials are fixed and integrated at both ends, if a part of the surface plate using the thinned materials is corroded or damaged by long-term use, the damaged parts are damaged. There is a problem that it is difficult to easily repair / replace.

【0006】[0006]

【発明が解決しようとする課題】本発明の目的は、軽量
かつ法面施工現場でも容易に組み立てが可能であり、ま
た、長年の使用により一部が腐食・破損した場合でも容
易に補修可能な法面形成型枠を提供することである。ま
た本発明の目的は、法面の背面地盤の沈下等が生じた
り、法面に側圧が作用した場合にも均一な法面勾配を確
保できる法面形成方法を提供することにある。
SUMMARY OF THE INVENTION An object of the present invention is to provide a lightweight and easily assembleable even at a slope construction site, and to easily repair even if a part is corroded or damaged due to long-term use. It is to provide a slope forming mold. It is another object of the present invention to provide a method for forming a slope that can maintain a uniform slope on a slope even when the back ground of the slope is settled or a lateral pressure acts on the slope.

【0007】[0007]

【課題を解決するための手段】かくして本発明によれ
ば、以下の(1)及び(2)が提供される。 (1)所定法面勾配とほぼ等しい角度をなすように折曲
された斜部及び底部からなる支持フレームが少なくとも
2つ所定間隔で略平行に敷設され、前記支持フレームの
底部の所定位置で該支持フレームとほぼ直交するように
結合された連結部材と、前記支持フレームの斜部が貫通
するように長手方向の所定位置に開口部を設けた壁面部
材とを有することを特徴とする法面形成型枠。
According to the present invention, the following (1) and (2) are provided. (1) At least two support frames each including a slope and a bottom bent at an angle substantially equal to a predetermined slope are laid in parallel with at least two predetermined intervals, and the support frames are provided at predetermined positions on the bottom of the support frame. A slope forming method comprising: a connecting member coupled substantially orthogonal to a support frame; and a wall member having an opening at a predetermined position in a longitudinal direction so that an oblique portion of the support frame penetrates. Formwork.

【0008】(2)法面形成部に、前記(1)の法面形
成型枠を載置固定し、前記法面形成型枠の内面に接して
樹脂格子状体を敷設し、前記法面形成型枠の天端高さの
中間位置の所定の高さまで盛土して転圧し、さらに、前
記法面形成型枠の天端高さと略同じ高さまで盛土すると
ともに、該盛土の天端位置に土ブロックを併せて形成
し、該土ブロックを転圧整形後、前記樹脂状格子状体の
端末部を前記土ブロクを包み込むように前記土ブロック
上に巻き返し、前記土ブロックの背面位置まで巻き返さ
れた前記樹脂状格子状体の端末部上に定着用盛土材を撤
き出し転圧して前記樹脂状格子状体の端末部を地山内に
定着し、以後、所定法面高さになるまで前記操作を繰り
返すことを特徴とする法面形成方法。
(2) The slope-forming mold of (1) is placed and fixed on the slope-forming portion, and a resin lattice is laid in contact with the inner surface of the slope-forming mold, and the slope is formed. The embankment is rolled up to a predetermined height at an intermediate position between the tops of the forming form, and is compacted.Filling is performed to a height substantially equal to the top of the slope forming form, and at the top of the embankment. A soil block is also formed, and after rolling and shaping the soil block, the terminal portion of the resin-like lattice is wrapped around the soil block so as to wrap the soil block, and is wrapped to the back position of the soil block. Withdrawing the embankment material for fixing on the terminal portion of the resinous lattice-shaped body, and fixing the terminal portion of the resinous lattice-like body in the ground by rolling and rolling, and thereafter, until a predetermined slope height is reached. A method of forming a slope, wherein the above operation is repeated.

【0009】[0009]

【発明の実施の形態】本発明の法面形成型枠は、支持フ
レーム、連結部材及び壁面部材から構成されるものであ
る。前記支持フレームは、所定法面勾配とほぼ等しい角
度をなすように略L字形に折曲された斜部及び底部から
なり、少なくとも2本の該支持フレームが、所定間隔を
あけて略平行に配置される。該支持フレームの本数は、
2〜6本、好ましくは3〜5本である。該支持フレーム
どうしの間隔は、とくに限定されないが、通常20〜1
00センチメートル、好ましくは25〜50センチメー
トルである。前記支持フレームの斜部の長さは、とくに
限定されないが、通常30〜70センチメートル、好ま
しくは40〜60センチメートルである。前記支持フレ
ームの底部の長さは、とくに限定されないが、通常30
〜70センチメートル、好ましくは40〜60センチメ
ートルである。前記折曲された斜部と底部との角度は、
とくに限定されないが、通常70〜90度である。前記
支持フレームは、通常、直径15〜30ミリメートルの
鉄筋鋼により形成されるが、所定の強度が得られれば種
々の材料を用いることができる。
DESCRIPTION OF THE PREFERRED EMBODIMENTS A slope forming mold according to the present invention comprises a support frame, a connecting member and a wall member. The support frame includes an inclined portion and a bottom portion that are bent in a substantially L shape so as to form an angle substantially equal to a predetermined slope of the slope, and at least two support frames are arranged substantially in parallel at a predetermined interval. Is done. The number of the support frames is
The number is 2 to 6, preferably 3 to 5. The distance between the support frames is not particularly limited, but is usually 20 to 1
00 centimeters, preferably 25-50 centimeters. The length of the inclined portion of the support frame is not particularly limited, but is usually 30 to 70 cm, preferably 40 to 60 cm. The length of the bottom of the support frame is not particularly limited, but is usually 30 minutes.
7070 cm, preferably 40-60 cm. The angle between the bent slope and the bottom is
Although it is not particularly limited, it is usually 70 to 90 degrees. The support frame is usually formed of reinforced steel having a diameter of 15 to 30 millimeters, but various materials can be used as long as a predetermined strength is obtained.

【0010】前記複数の支持フレームどうしは、前記支
持フレームの底部の所定位置で、該支持フレームとほぼ
直交するように配置された連結部材により結合される。
連結部材による結合方法はとくに限定されないが、通
常、溶接または針金等の金属細線を巻き付ける方法によ
り結合される。前記連結部材の長さは、とくに限定され
ないが、通常1〜3メートルである。前記連結部材は、
通常、直径5〜20ミリメートルの丸棒鋼により形成さ
れるが、所定の強度が得られるならば種々の材料を用い
ることができる。前記支持フレームどうしは、少なくと
も1本の連結部材により結合される。連結部材は2本用
いるのが好ましい。
[0010] The plurality of support frames are connected to each other at a predetermined position on the bottom of the support frame by a connecting member arranged substantially orthogonal to the support frames.
The method of joining by the connecting member is not particularly limited, but usually, it is joined by a method of welding or winding a thin metal wire such as a wire. The length of the connecting member is not particularly limited, but is usually 1 to 3 meters. The connecting member,
Usually, it is formed of a round steel bar having a diameter of 5 to 20 millimeters, but various materials can be used if a predetermined strength is obtained. The support frames are connected to each other by at least one connecting member. It is preferable to use two connecting members.

【0011】本発明の法面形成型枠は、長尺の剛性体か
らなる壁面部材を有する。前記壁面部材は、通常、長さ
1〜3メートル、厚さ5〜15センチメートル、幅10
〜20センチメートルの横長・長尺の剛性体であって、
前記L字形に折曲された支持フレームの斜部が貫通する
開口部が、長手方向の所定位置に、少なくとも前記支持
フレームの本数に対応する数だけ設けられている。前記
開口部の形状は、特に限定されないが、通常矩形、楕円
形または円形である。前記開口部の大きさは、通常、1
5〜40ミリメートル、好ましくは20〜30ミリメー
トルである。前記開口部の個数は、通常、2〜5個、好
ましくは3または4個である。前記壁面部材として使用
される材料は、とくに限定されないが、例えば、コンク
リート、熱可塑性樹脂、間伐材等が挙げられる。とく
に、間伐材を用いる場合は、間伐材の用途開発として有
効である。
The slope forming frame of the present invention has a wall member made of a long rigid body. The wall member is usually 1 to 3 meters in length, 5 to 15 centimeters in thickness, and 10 in width.
It is a horizontal and long rigid body of up to 20 cm,
Openings through which the oblique portions of the L-shaped bent support frames penetrate are provided at predetermined positions in the longitudinal direction by at least as many as the number of the support frames. The shape of the opening is not particularly limited, but is usually a rectangle, an ellipse, or a circle. The size of the opening is usually 1
It is 5 to 40 mm, preferably 20 to 30 mm. The number of the openings is usually 2 to 5, preferably 3 or 4. The material used as the wall member is not particularly limited, and examples thereof include concrete, thermoplastic resin, and thinned wood. In particular, when thinned timber is used, it is effective for use development of thinned timber.

【0012】本発明の法面形成型枠は、前記長尺状の壁
面部材を前記支持フレームと直交するように配置し、前
記壁面部材に設けられた開口部に前記支持フレームの斜
部を挿通させて、所定の本数を積み重ねて組み立てられ
る。壁面部材の本数はとくに限定されないが、通常2〜
6本である。前記壁面部材どうしは結合されることはな
く、複数の壁面部材を積み重ねて構成される法面部分
は、一体成形されたものではない。
In the slope forming frame of the present invention, the elongated wall member is disposed so as to be orthogonal to the support frame, and the oblique portion of the support frame is inserted into an opening provided in the wall member. Then, a predetermined number of them are stacked and assembled. The number of wall members is not particularly limited, but is usually 2 to
There are six. The wall members are not connected to each other, and a slope portion formed by stacking a plurality of wall members is not integrally formed.

【0013】本発明の法面形成方法は、法面形成部に、
前記法面形成型枠を載置固定する工程と、前記法面形成
型枠の法面側に接して樹脂格子状体を敷設する工程と、
前記法面形成型枠の天端高さの中間位置の所定の高さま
で盛土して転圧する工程と、さらに、前記法面形成型枠
の天端高さと略同じ高さまで盛土するとともに、該盛土
の天端位置に土ブロックを併せて形成する工程と、該土
ブロックを転圧整形後、前記樹脂状格子状体の端末部を
前記土ブロックを包み込むように前記土ブロック上に巻
き返す工程と、前記土ブロックの背面位置まで巻き返さ
れた前記樹脂状格子状体の端末部上に定着用盛土材を撤
き出し転圧して前記樹脂状格子状体の端末部を地山内に
定着する工程とを有し、以後、所定法面高さになるまで
前記操作を繰り返す工程を有するものである。
In the method for forming a slope according to the present invention, the method for forming a slope includes:
A step of placing and fixing the slope forming mold, and a step of laying a resin lattice in contact with the slope side of the slope forming mold,
Embankment and rolling to a predetermined height at an intermediate position of the top of the slope forming form, and further embankment to a height substantially equal to the top of the slope forming form; A step of forming a soil block together at the top end of the soil block, and after rolling and shaping the soil block, a step of rewinding the terminal portion of the resinous lattice-like body onto the soil block so as to wrap the soil block, A step of removing the embankment material for fixing onto the terminal portion of the resinous lattice-like material wound back to the back position of the earth block and rolling and fixing the terminal portion of the resinous lattice-like material in the ground. After that, there is a step of repeating the above operation until the predetermined slope height is reached.

【0014】前記法面形成方法において、所定の法面形
成部を、予め、均し機械によりほぼ水平に均された基盤
面とした後に法面形成型枠を載置固定することが好まし
い。また、前記法面形成型枠を載置固定するには、アン
カー杭を打ち込んで固定することが好ましい。
In the above-described slope forming method, it is preferable that a predetermined slope forming portion is previously formed into a base surface which is leveled substantially horizontally by a leveling machine, and then the slope forming mold is placed and fixed. Further, in order to place and fix the slope forming mold, it is preferable to drive and fix an anchor pile.

【0015】前記樹脂状格子状体は、法面形成型枠の内
面、内面と底面との角隅部及び底面に接するように敷設
することが好ましい。前記樹脂状格子状体を敷設する場
合は、前記樹脂状格子状体の地中に埋設される端部を設
計限界すべり面の外側まで延設し、他端を巻き返し代分
を確保して前記法面形成型枠の壁面部材の外側に延ばし
ておくことが好ましい。
It is preferable that the resin-like lattice is laid so as to be in contact with the inner surface, the corner between the inner surface and the bottom surface, and the bottom surface of the slope forming mold. When laying the resinous lattice, extend the end of the resinous lattice buried in the ground to the outside of the design limit slip surface, and rewind the other end to secure the margin. It is preferable to extend outside the wall member of the slope forming frame.

【0016】前記樹脂状格子状体は、強化延伸された繊
維束状のポリエステル繊維構造体を用いて、編目が所定
寸法の格子状となるように経糸及び緯糸を交織し、その
表面をポリ塩化ビニル樹脂で被膜した柔軟性を有する格
子状マットであることが好ましい。
The resinous lattice-like body is formed by interweaving warp yarns and weft yarns using a reinforced stretched fiber bundle-like polyester fiber structure so that the stitches have a lattice shape of a predetermined size. It is preferable to use a flexible lattice mat coated with a vinyl resin.

【0017】前記樹脂状格子状体を敷設した後、所定の
土層厚で盛土材を撒き出し、転圧して前記法面型枠の天
端高さの略半分の高さの位置まで第1層目を形成するこ
とが好ましい。
After laying the resinous lattice-like material, the embankment material is scattered with a predetermined soil layer thickness, and is rolled to a first height up to a position approximately half the height of the top end of the slope mold. It is preferable to form a layer.

【0018】[0018]

【作用】本発明の法面形成型枠は、軽量かつ法面施工現
場でも容易に組み立てが可能である。適当な壁面部材を
用いることにより、周囲の環境に合致した外観を有する
法面を形成することが可能となる。また、間伐材を壁面
部材として使用する場合は、間伐材の有効利用を図るこ
とができる。複数の長尺状の壁面部材を一体化せず、単
に積み重ねた構造を採用することから、長年の使用によ
り、壁面部材の一部が腐食・破損した場合でも、容易に
取り外して補修することが可能である。本発明の法面形
成方法により、法面の背面地盤の沈下等が生じたり、法
面に側圧が作用した場合にも均一な法面勾配を確保する
ことができる。
The slope forming frame of the present invention is lightweight and can be easily assembled even at a slope construction site. By using an appropriate wall member, it is possible to form a slope having an appearance that matches the surrounding environment. Further, when the thinned wood is used as a wall member, the thinned wood can be effectively used. A simple structure in which multiple long wall members are not integrated, instead of being integrated, makes it easy to remove and repair even if some of the wall members are corroded or damaged due to long-term use. It is possible. According to the method of forming a slope of the present invention, a uniform slope of the slope can be ensured even when the back ground of the slope is settled or a lateral pressure acts on the slope.

【0019】[0019]

【実施例】本発明の法面形成型枠について、図1ないし
図3に基づいて説明する。図1における法面形成型枠
は、本実施形態では、4本の支持フレーム1、2本の連
結部材2a・2b、6本の壁面部材3から構成される。
図2における本実施形態では、支持フレーム1の斜部5
の長さは49センチメートル、底部6の長さは45セン
チメートルであり、直径19ミリメートルの鉄筋棒を略
84度の角度になるように折曲して形成してある。ま
た、連結部材2a・2bは直径10ミリメートル、長さ
1.5メートルの異形棒鋼を用いている。支持フレーム
1と連結部材2a・2bとは、支持フレームの底部端部
からそれぞれ5センチメートル(8)及び30センチメ
ートル(7)の位置で溶接結合されている。なお、本実
施形態では、前記法面型枠は4本のアンカー杭9により
地盤に固定される(図1)。アンカー杭9は直径16ミ
リメートル、長さ40センチメートルのものである。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view of a mold for forming a slope according to the present invention. FIG. In the present embodiment, the slope forming mold in FIG. 1 includes four support frames 1, two connecting members 2 a and 2 b, and six wall members 3.
In the present embodiment shown in FIG.
Has a length of 49 cm, the bottom 6 has a length of 45 cm, and is formed by bending a reinforcing rod having a diameter of 19 mm to an angle of about 84 degrees. The connecting members 2a and 2b are formed of deformed steel bars having a diameter of 10 mm and a length of 1.5 meters. The support frame 1 and the connecting members 2a and 2b are welded to each other at positions 5 cm (8) and 30 cm (7) from the bottom end of the support frame. In this embodiment, the slope mold is fixed to the ground by four anchor piles 9 (FIG. 1). The anchor pile 9 has a diameter of 16 mm and a length of 40 cm.

【0020】図1の本実施形態では、壁面部材3として
間伐材が使用され、直径12センチ程度、長さ1.5メ
ートルの間伐材の両側面を削って幅8センチメートルの
ものに揃えたものが6本使用されている。間伐材は長手
方向に設けられた4個の開口部4を前記4本の支持フレ
ーム1の略L字形に折曲された斜部5がそれぞれ貫通す
るように1本ずつ横設される。間伐材の形態としては、
間伐材の上下及び片側面を削ったもの(図3(a))、
間伐材の上下面を削ったもの(太鼓落とし材)(図3
(b))及び間伐材を丸い断面形状のまま使用するもの
(丸材)等(図3(c))が挙げられ、必要に応じて適
宜選択されて使用される。
In this embodiment shown in FIG. 1, a thinned material is used as the wall member 3. The thinned material having a diameter of about 12 cm and a length of 1.5 meters is shaved on both sides to be 8 cm wide. Six things are used. The thinned wood is laid one by one so that the four L-shaped bent portions 5 of the four support frames 1 penetrate the four openings 4 provided in the longitudinal direction. As a form of thinned wood,
Thickness of top and bottom and one side of thinned wood (Fig. 3 (a)),
Thickened upper and lower surfaces of thinned wood (Taiko dropping material) (Fig. 3
(B)) and those in which the thinned wood is used in a round cross-sectional shape (round wood), etc. (FIG. 3 (c)), which are appropriately selected and used as needed.

【0021】次に、本発明の法面形成方法の施工手順に
ついて説明する。法面形成部に法面形成型枠を載置固定
し、樹脂状格子状体10を敷設してから盛土し、その樹
脂状格子状体11の端部11aを定着するまでの1サイ
クルを例として、図4を参照して説明する。
Next, the construction procedure of the slope forming method of the present invention will be described. An example is one cycle from mounting and fixing a slope forming mold to a slope forming portion, laying a resin-like lattice 10 and embankment, and fixing an end 11a of the resin-like lattice 11. This will be described with reference to FIG.

【0022】予め、均し機械(図示せず)によりほぼ水
平に均された基盤面(または1サイクル前の盛土天端
面)に法面形成型枠を載置固定する(図4(1))。法
面形成型枠を載置するには、まず、本実施形態では4本
の支持フレーム1の底部6を2本の連結部材2で溶接結
合して形成したものを基盤面に載置し、次に、4本のア
ンカー杭9を打ち込んで固定する。アンカー杭9は、前
記2本の連結部材の中、支持フレームの底部の端部側の
ものと支持フレームの底部との溶接結合部分8に跨るよ
うにして打ち込むのが好ましい。
A slope forming form is placed and fixed on the base surface (or the top end of the embankment one cycle before) that has been leveled substantially horizontally by a leveling machine (not shown) in advance (FIG. 4 (1)). . In order to mount the slope forming mold, first, in this embodiment, the bottoms 6 of the four support frames 1 are welded and connected with the two connecting members 2 and mounted on the base surface. Next, the four anchor piles 9 are driven in and fixed. It is preferable that the anchor pile 9 be driven so as to straddle a welded joint portion 8 between the bottom end of the support frame and the bottom of the support frame among the two connecting members.

【0023】本実施形態では、支持フレーム1の斜部5
の長さは49センチメートル、底部6の長さは45セン
チメートルであり、直径19ミリメートルの鉄筋棒を略
84度の角度になるように折曲して形成したものを使用
した。また、連結部材は直径10ミリメートル、長さ
1.5メートルの異形棒鋼を用いている。
In the present embodiment, the inclined portion 5 of the support frame 1
Has a length of 49 cm and a bottom 6 of 45 cm, and is formed by bending a reinforcing rod having a diameter of 19 mm to an angle of approximately 84 degrees. The connecting member is a deformed bar having a diameter of 10 mm and a length of 1.5 m.

【0024】続いて、壁面部材3を載置する(図4
(2))。本実施形態では直径15センチ程度、長さ
1.5メートルの間伐材の両側面を削って厚さ10セン
チメートルのものを5本揃え、長手方向に設けられた4
個の開口部に前記支持フレーム1の略L字形に折曲され
た斜部5がそれぞれ貫通するように1本ずつ横設してあ
る。
Subsequently, the wall member 3 is placed (FIG. 4).
(2)). In the present embodiment, both sides of a thinned material having a diameter of about 15 cm and a length of 1.5 m are shaved, and five pieces having a thickness of 10 cm are aligned, and four thinned woods are provided in the longitudinal direction.
The oblique portions 5 of the support frame 1 which are bent in a substantially L-shape are respectively provided horizontally so as to pass through the openings.

【0025】次に、本実施形態では、最上段の壁面部材
3aの上面と連結部材のうち、支持フレームの底部の端
部側のもの2bとを斜タイ10で連結する(図4
(3))。斜タイ10を連結することによって、次工程
で行われる盛土・転圧工程を通して、作用する土圧に抗
して前記支持フレーム1が変形することが防止される。
図5は前記斜タイ10を使用した場合の断面概略図であ
る。図5において、前記斜タイ10は、直径10ミリメ
ートルの丸棒鋼からなり、壁面部材側端部に丸棒鋼を溶
接結合した蝶番10cが設けられ、連結部材側端部はフ
ック形10bに形成され、連結部材2bと直交するよう
に取り付けられ、中間部に設けられたターンバックル1
0aにより長さが調節される。前記蝶番10cは、壁面
部材3a側の半割部のみが間壁面部材3a上部に取り付
けられて固定される。
Next, in this embodiment, the upper surface of the uppermost wall member 3a and the connecting member 2b on the end side of the bottom of the support frame are connected by the oblique tie 10 (FIG. 4).
(3)). By connecting the inclined ties 10, the supporting frame 1 is prevented from being deformed against the applied earth pressure through the embankment / rolling step performed in the next step.
FIG. 5 is a schematic cross-sectional view when the oblique tie 10 is used. In FIG. 5, the inclined tie 10 is made of a round bar steel having a diameter of 10 mm, a hinge 10c formed by welding a round bar steel to a wall member side end is provided, and a connecting member side end is formed in a hook shape 10b. The turnbuckle 1 is mounted so as to be orthogonal to the connecting member 2b and is provided at an intermediate portion.
0a adjusts the length. The hinge 10c is fixed such that only the half portion on the wall surface member 3a side is attached to the upper portion of the inter-wall member 3a.

【0026】続いて、樹脂状格子状体11を敷設する。
本実施形態では、樹脂状格子状体11を敷設する前に、
前工程で取り付けた前記斜タイ10を一時的に取り外す
(図4(4))。斜体10の取り外しはターンバックル
10aを回して連結部材側端部のフック部10bをはず
し、間伐材側端部の蝶番10bを接合しているピンをは
ずして蝶番の半割部ごと取り外す。
Subsequently, the resin-like lattice 11 is laid.
In this embodiment, before laying the resin-like lattice-like body 11,
The inclined tie 10 attached in the previous step is temporarily removed (FIG. 4 (4)). To remove the italic body 10, the turnbuckle 10a is turned to remove the hook 10b at the end of the connecting member, the pin connecting the hinge 10b at the end of the thinned material is removed, and the half of the hinge is removed.

【0027】次に、樹脂状格子状体11を法面形成型枠
の内面、内面と底面との角隅部及び底面に接するように
敷設する(図4(5))。この場合、樹脂状格子状体1
1の地中に埋設される端部11bを設計限界すべり面の
外側まで延設し、他端11aを巻き返し代分を確保して
前記法面形成型枠の壁面部材3の外側に延ばしておく。
本実施形態では、前記樹脂状格子状体11として、格子
寸法が20ミリメートル×20ミリメートルである商品
名フォートラック(日本ゼオン株式会社製)が使用され
ている。
Next, the resin-like lattice-like body 11 is laid so as to be in contact with the inner surface, the corner between the inner surface and the bottom surface, and the bottom surface of the slope forming mold (FIG. 4 (5)). In this case, the resin-like lattice 1
1, the end 11b buried in the ground is extended to the outside of the design limit slip surface, and the other end 11a is extended to the outside of the wall member 3 of the slope forming frame while securing a winding margin. .
In the present embodiment, as the resinous lattice-like body 11, a Fourtrack (trade name, manufactured by Zeon Corporation) having a lattice size of 20 mm × 20 mm is used.

【0028】次に、前工程で一時的に取り外した斜タイ
10を再び取り付ける(図4(6))。斜体10の取り
付けは、壁面部材側端部に取り付けられた蝶番10cの
半割部と斜タイ端部の蝶番の半割部とを接合ピンを入れ
て取り付け、連結部材側端部のフック部10bを取り付
けて、その後ターンバックル10aを回して締め付け
る。
Next, the oblique tie 10 temporarily removed in the previous process is attached again (FIG. 4 (6)). Attachment of the oblique body 10 is performed by inserting a joint pin between a half of the hinge 10c attached to the end of the wall member and the half of the hinge at the end of the inclined tie, and attaching the hook 10b at the end of the connecting member. And then turn and tighten the turnbuckle 10a.

【0029】このとき法面形成型枠の壁面部材を積み重
ねて形成した壁面の内側面に植生マット12を取着して
おくことが好ましい(図4(7))。この植生マット1
2は保水性のある不織布等からなり、芝等の種子と肥料
や培養土が配合された所定幅のロール状に加工されてお
り、前記壁面の内側を覆うような寸法に切断され、壁満
部材3と支持フレーム1の底部6の一部に貼着されてい
る。この植生マット12は、法面施工後、所定期間で芝
等の種子が発芽し、法面の盛土内に根付いて繁殖するこ
とにより法面表層を保護でき、降雨等により法面土砂が
洗い流されて斜面崩壊が生じるのを有効に防止できる。
At this time, it is preferable to attach the vegetation mat 12 to the inner side surface of the wall surface formed by stacking the wall surface members of the slope forming frame (FIG. 4 (7)). This vegetation mat 1
Numeral 2 is made of a nonwoven fabric having a water retention property, is processed into a roll shape having a predetermined width in which seeds such as turf and fertilizer and culture soil are mixed, and is cut into a size to cover the inside of the wall surface. It is attached to the member 3 and a part of the bottom 6 of the support frame 1. This vegetation mat 12 can protect the surface of the slope by germinating seeds such as turf in a predetermined period after the slope has been constructed, and by rooting and breeding in the embankment of the slope, the slope of the slope can be washed away by rainfall and the like. Therefore, it is possible to effectively prevent the occurrence of slope failure.

【0030】次に、所定の土層厚で盛土材13を撒き出
し、転圧して前記法面型枠の天端高さの略半分の高さの
位置まで第1層目13aを形成する(図4(8)及び
(9))。続いて、前記法面形成型枠の天端高さと略同
じ高さまで盛土し転圧して(図4(9))、法面位置に
一致する断面台形状の土ブロック14を形成する(図4
(10))。この土ブロック14は均し機械(図示せ
ず)により十分に締固めを行い、比較的堅固なブロック
に仕上げることが好ましい。
Next, the embankment material 13 is scattered with a predetermined soil layer thickness, and is rolled to form a first layer 13a up to a position approximately half the height of the top end of the slope mold ( (FIGS. 4 (8) and (9)). Subsequently, embankment is performed to approximately the same height as the top end of the slope forming mold, and is compacted (FIG. 4 (9)) to form a soil block 14 having a trapezoidal cross section corresponding to the slope position (FIG. 4).
(10)). It is preferable that the earth block 14 is sufficiently compacted by a leveling machine (not shown) to be finished into a relatively solid block.

【0031】この状態から、前記土ブロック14を包み
込むように樹脂状格子状体11の端部11aを上方に巻
き上げ、端部11aを土ブロック14の背面位置まで延
ばす(図4(11))。このとき樹脂状格子状体11は
端部11aが土ブロック14の背面位置まで十分覆える
ような長さに設定しておくことが好ましい。そして段差
部14aの低い部分まで延びている樹脂状格子状体端部
11a上に定着用の盛土材15を撒き出す(図4(1
2))。この状態で盛土材15を転圧すると、法面を覆
うように巻き返された樹脂状格子状体11を上方に引っ
張り上げるような緊張力が樹脂状格子状体11に与えら
れる。
From this state, the end 11a of the resin lattice 11 is wound up so as to surround the earth block 14, and the end 11a is extended to the rear position of the earth block 14 (FIG. 4 (11)). At this time, it is preferable that the resin-like lattice 11 is set to a length such that the end 11a can sufficiently cover the rear position of the earth block 14. Then, the embankment material 15 for fixing is scattered on the resin-like lattice end 11a extending to the lower part of the step portion 14a (see FIG.
2)). When the embankment material 15 is rolled in this state, a tension is applied to the resinous lattice-like body 11 so as to pull the resinous lattice-like body 11 wound up so as to cover the slope surface upward.

【0032】定着用の盛土材15を転圧することによ
り、樹脂状格子状体11に所定の緊張力を加えながら樹
脂状格子状体11を法面に沿って張り上げていくことが
できる。これにより法面に対して法面を外方から押さえ
るような拘束力を与えることができるとともに、斜面に
沿って若干引張力を加えた状態で樹脂状格子状体11が
施工されるので、均一な法面勾配の見栄えの良い法面を
形成することができる(図4(12))。以後、この1
サイクルの盛土作業を繰り返していくことにより所定高
さの法面を形成することができる(図6(1)ないし
(4))。さらに盛土終了後、一定の期間が経ると緑化
マット12の芝が発芽、生長して法面の表面全体を覆う
ようになり、法面保護の役割を果たすことができる。
By rolling the embankment material 15 for fixing, the resinous lattice 11 can be stretched up along the slope while applying a predetermined tension to the resinous lattice 11. As a result, a restraining force can be applied to the slope so as to press the slope from the outside, and the resinous lattice-like body 11 is applied in a state where a slight tensile force is applied along the slope, so that the uniformity is obtained. A slope having a good slope with a good slope can be formed (FIG. 4 (12)). Hereafter, this 1
By repeating the embankment work of the cycle, a slope having a predetermined height can be formed (FIGS. 6A to 6D). Furthermore, after a certain period of time after the embankment is completed, the turf of the greening mat 12 germinates and grows to cover the entire surface of the slope, and can play a role of protecting the slope.

【0033】[0033]

【発明の効果】かくして本発明によれば、軽量かつ法面
施工現場でも容易に組み立てが可能な法面形成型枠が提
供される。前記法面形成型枠は、周囲の環境に合致した
外観を有する法面を形成し、とくに、間伐材の有効利用
を図ることができる。また、本発明の法面形成方法によ
り、均一な法面が形成される。
As described above, according to the present invention, there is provided a slope forming mold which is lightweight and can be easily assembled even at a slope construction site. The slope forming mold forms a slope having an appearance that matches the surrounding environment, and in particular, can effectively utilize thinned wood. In addition, a uniform slope is formed by the method of forming a slope according to the present invention.

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

【図1】図1は、本発明の法面形成型枠の一例を示す斜
視図である。
FIG. 1 is a perspective view showing an example of a slope forming mold according to the present invention.

【図2】図2は、本発明の法面形成型枠における支持フ
レームと連結部材との結合の一例を示す斜視図である。
FIG. 2 is a perspective view showing an example of a connection between a support frame and a connecting member in the slope forming mold of the present invention.

【図3】図3は、本発明の法面形成型枠における間伐材
の一例を示す斜視図である。図3(a)は、間伐材の上
下及び片側面を削った態様であり、同図(b)は、間伐
材の上下面を削った態様であり、同図(c)は、間伐材
を丸い断面形状のまま使用する場合の態様である。
FIG. 3 is a perspective view showing an example of a thinned material in the slope forming mold of the present invention. FIG. 3 (a) is a mode in which the upper and lower surfaces and one side of the thinned material are cut off, FIG. 3 (b) is a mode in which the upper and lower surfaces of the thinned material are cut off, and FIG. This is an aspect in the case of using a round cross-sectional shape.

【図4】図4は、本発明の法面形成型枠を使用した法面
形成方法における1サイクルの施工手順を示した概略施
工順序図である。
FIG. 4 is a schematic construction sequence diagram showing one cycle of a construction procedure in a slope formation method using the slope formation mold of the present invention.

【図5】図5は、本発明の法面形成型枠において斜タイ
を使用した態様の断面図である。
FIG. 5 is a cross-sectional view of an embodiment in which an inclined tie is used in the slope forming mold of the present invention.

【図6】図6は、本発明の法面形成方法を繰り返して法
面を形成した場合の概略断面図である。
FIG. 6 is a schematic cross-sectional view when a slope is formed by repeating the slope forming method of the present invention.

【符号の説明】[Explanation of symbols]

1…支持フレーム 2a、2b…連結部材 3…壁面部材 4…開口部 5…斜部 6…底部 9…アンカー杭 10…斜タイ 11…樹脂状格子状体 12…植生マット 13…第1層 14…土ブロック DESCRIPTION OF SYMBOLS 1 ... Support frame 2a, 2b ... Connecting member 3 ... Wall member 4 ... Opening 5 ... Sloping part 6 ... Bottom part 9 ... Anchor pile 10 ... Slanting tie 11 ... Resin-like lattice-like body 12 ... Vegetation mat 13 ... 1st layer 14 … Soil blocks

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 所定法面勾配とほぼ等しい角度をなすよ
うに折曲された斜部及び底部からなる支持フレームが少
なくとも2つ所定間隔で略平行に敷設され、 前記支持フレームの底部の所定位置で該支持フレームと
ほぼ直交するように結合された連結部材と、 前記支持フレームの斜部が貫通するように長手方向の所
定位置に開口部を設けた壁面部材とを有することを特徴
とする法面形成型枠。
1. A support frame comprising an inclined portion and a bottom bent at an angle substantially equal to a predetermined slope is laid in parallel at least two at a predetermined interval, and a predetermined position at a bottom of the support frame. A connecting member coupled substantially orthogonal to the support frame, and a wall member provided with an opening at a predetermined position in a longitudinal direction so that an oblique portion of the support frame passes therethrough. Surface forming formwork.
【請求項2】 法面形成部に請求項1の法面形成型枠を
載置固定し、前記法面形成型枠の内面に接して樹脂格子
状体を敷設し、前記法面形成型枠の天端高さの中間位置
の所定の高さまで盛土して転圧し、さらに、前記法面形
成型枠の天端高さと略同じ高さまで盛土するとともに、
該盛土の天端位置に土ブロックを併せて形成し、該土ブ
ロックを転圧整形後、前記樹脂状格子状体の端末部を前
記土ブロクを包み込むように前記土ブロック上に巻き返
し、前記土ブロックの背面位置まで巻き返された前記樹
脂状格子状体の端末部上に定着用盛土材を撤き出し転圧
して前記樹脂状格子状体の端末部を地山内に定着し、以
後、所定法面高さになるまで前記操作を繰り返すことを
特徴とする法面形成方法。
2. The slope forming mold according to claim 1, wherein the slope forming mold is placed and fixed on the slope forming section, and a resin lattice is laid in contact with an inner surface of the slope forming mold. The embankment is rolled up to a predetermined height at the intermediate position of the top end height of the top, and furthermore, the embankment is filled up to approximately the same height as the top end height of the slope forming mold,
A soil block is also formed at the top end of the embankment, and after compaction of the soil block, the terminal portion of the resin-like lattice is wrapped around the soil block so as to wrap the soil block. The fixing embankment material is pulled out onto the terminal portion of the resinous lattice-like material wound back to the back position of the block, and is rolled to fix the terminal portion of the resinous lattice-like material in the ground. A method of forming a slope, wherein the above operation is repeated until the height of the slope is reached.
JP11237677A 1999-08-25 1999-08-25 Slope formation form and slope formation method Pending JP2001059222A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11237677A JP2001059222A (en) 1999-08-25 1999-08-25 Slope formation form and slope formation method

Publications (1)

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JP2001059222A true JP2001059222A (en) 2001-03-06

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030062149A (en) * 2002-01-16 2003-07-23 주식회사 화광건설 mesh type form for an incline plane
KR20040067570A (en) * 2003-01-24 2004-07-30 (주)레코기술 Wood for Retaining Wall, Wooden Retaining Wall Structure the Same, and Construction Method thereof
KR100454740B1 (en) * 2002-01-16 2004-11-05 주식회사 화광건설 construction method for an incline plane

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030062149A (en) * 2002-01-16 2003-07-23 주식회사 화광건설 mesh type form for an incline plane
KR100454740B1 (en) * 2002-01-16 2004-11-05 주식회사 화광건설 construction method for an incline plane
KR20040067570A (en) * 2003-01-24 2004-07-30 (주)레코기술 Wood for Retaining Wall, Wooden Retaining Wall Structure the Same, and Construction Method thereof

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