JP2002371561A - Bearing member and construction method for stabilizing and greening slope using the same - Google Patents

Bearing member and construction method for stabilizing and greening slope using the same

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Publication number
JP2002371561A
JP2002371561A JP2001179299A JP2001179299A JP2002371561A JP 2002371561 A JP2002371561 A JP 2002371561A JP 2001179299 A JP2001179299 A JP 2001179299A JP 2001179299 A JP2001179299 A JP 2001179299A JP 2002371561 A JP2002371561 A JP 2002371561A
Authority
JP
Japan
Prior art keywords
anchor
slope
greening
supporting
plate
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
JP2001179299A
Other languages
Japanese (ja)
Inventor
Shingen Nagaoka
長岡信玄
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.)
Free Kogyo KK
Original Assignee
Free Kogyo 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 Free Kogyo KK filed Critical Free Kogyo KK
Priority to JP2001179299A priority Critical patent/JP2002371561A/en
Publication of JP2002371561A publication Critical patent/JP2002371561A/en
Pending legal-status Critical Current

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

Abstract

PROBLEM TO BE SOLVED: To provide a bearing member capable of reusing thinning lumbers and stabilizing and greening a slope and provide a construction method for stabilizing and greening the slope using the member. SOLUTION: This bearing member 1 is provided with an anchor bearing board 11, a circumferential edge part of the anchor bearing board, and a projecting plate-shaped retainer material 12 and the anchor bearing board 11 is so constituted as having an anchor penetration hole 13 in its center part and formed into a cross shape or a Y-shape. A bag is attached to the bottom surface of the anchor bearing board or the bearing member is rotationally formed so as to follow the irregular surface of the sloped natural ground. This construction method for stabilizing and greening the slope is so formed that the anchor placed in the sloped natural ground fixes the bearing member 1 to the sloped natural ground, logs 21 are integrated thereto by vertically and laterally erected between the retainer materials 12 of the fixed bearing members 1 so as to stabilize the sloped natural ground, and borrow soil 4 is added to the sloped natural ground for the greening.

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、支圧部材及びそれ
を用いた斜面の安定と緑化の構築方法に係り、特に間伐
材を利用することで、斜面の安定化と緑化を図るもので
ある。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a bearing member and a method of constructing slope stabilization and greening using the same, and more particularly to stabilization and greening of a slope by using thinned wood. .

【0002】[0002]

【従来の技術】斜面の安定化を図る斜面安定化工法とし
ては、従来から、斜面上に複数のロックボルトを所定間
隔で打設して、地山を安定させる工法が行われている。
このような斜面では、ロックボルトの支圧板としてコン
クリート平板や、スチール製の板体が施工されている。
さらに支圧板と支圧板間をワイヤーロープや鉄筋等で連
結する場合等もある。
2. Description of the Related Art Conventionally, as a slope stabilization method for stabilizing a slope, a method of driving a plurality of lock bolts at predetermined intervals on a slope to stabilize the ground has been performed.
On such a slope, a concrete plate or a steel plate is installed as a support plate for the lock bolt.
Further, there is a case where the supporting plate is connected with a wire rope, a reinforcing bar or the like.

【0003】[0003]

【本発明が解決しようとする課題】ところで、国内の人
工林は木材価格の低迷から、間伐が行われず人工林の荒
廃が問題となっている。また、間伐材を産業廃棄物とし
て処理する場合は、運搬費、処分費などの費用がかかる。
さらに、間伐材を焼却処分する場合は、大気汚染の原因
となる。この結果、間伐材や加工した間伐材の活用技術
が切望されている。
[Problems to be Solved by the Invention] Meanwhile, due to the slump in timber prices in domestic planted forests, thinning is not performed and the degraded planted forests poses a problem. In the case where thinned wood is treated as industrial waste, transportation and disposal costs are required.
Furthermore, incineration of thinned wood causes air pollution. As a result, there is a great need for techniques for utilizing thinned wood and processed thinned wood.

【0004】[0004]

【本発明の目的】本発明は上記したような従来の問題点
を解決するためになされたもので、間伐材の再利用と斜
面の安定と緑化を図ることができる、支圧部材及びそれ
を用いた斜面の安定と緑化の構築方法を提供することを
目的とする。
SUMMARY OF THE INVENTION The object of the present invention is to solve the above-mentioned conventional problems, and it is an object of the present invention to provide a bearing member capable of reusing thinned wood, stabilizing slopes and greening. It is an object of the present invention to provide a method for constructing the stability and greening of the used slope.

【0005】[0005]

【課題を解決するための手段】上記のような目的を達成
するために、本発明は、間伐材を利用した斜面の安定と
緑化の構築方法に用いる支圧部材であって、アンカー支
圧板と、前記アンカー支圧板の周縁部と突設した板状の
保持材とを備え、前記アンカー支圧板には、その中心部
にアンカー用貫通口を開設すると共に、前記保持材は、
複数方向へ架設する間伐材を保持し得るように構成した
ことを特徴とする、支圧部材である。ここで、前記アン
カー支圧板は、十字型、又はY字型に形成することが特
徴である。また、前記アンカー支圧板の底面には、袋体
を取り付けることが特徴である。また、前記保持材は、
前記アンカー支圧板の曲げ変形に伴って、可動し得るよ
うに形成することが特徴である。さらに、前記保持材に
は、切欠部を開設することが特徴である。
SUMMARY OF THE INVENTION In order to achieve the above object, the present invention relates to a bearing member used for a method of constructing slope stabilization and greening using thinned wood, comprising: an anchor bearing plate; A peripheral portion of the anchor pressure plate and a plate-shaped holding material protrudingly provided, and the anchor pressure plate has an anchor through-opening in the center thereof, and the holding material is
A supporting member characterized in that it can hold a thinned material erected in a plurality of directions. Here, the anchor support plate is characterized in that it is formed in a cross shape or a Y shape. Further, a bag is attached to the bottom surface of the anchor support plate. Further, the holding material,
It is characterized in that the anchor support plate is formed so as to be movable with bending deformation. Further, the holding material is characterized by forming a notch.

【0006】また、本発明は、斜面の安定と緑化の構築
方法において、(A)斜面地山に打設したアンカーによ
って、上記のいずれかの支圧部材を斜面地山上に固定す
る工程と、(B)前記複数のアンカーで固定した支圧部
材間に間伐材を架設して連結し、支圧部材間の斜面地山
を間伐材で抑止する工程と、(C)前記間伐材に包囲さ
れた斜面地山に客土を投入し、緑化を行う工程と、から
なることを特徴、斜面の安定と緑化の構築方法である。
The present invention also relates to a method for constructing slope stability and greening, wherein (A) fixing any one of the above-mentioned bearing members on the slope ground by an anchor cast on the slope ground; (B) laying and connecting a thinning material between the bearing members fixed by the plurality of anchors, and suppressing slope ground between the bearing members with the thinning material; and (C) surrounding the thinning material. And putting green soil into the slope ground and performing greening. This is a construction method of slope stability and greening.

【0007】[0007]

【発明の実施の形態1】以下図面を参照しながら、本発
明の支圧部材の実施形態1について説明する。
Embodiment 1 of the present invention will be described below with reference to the accompanying drawings.

【0008】<イ>基本構成 本発明の支圧部材1は、少なくともアンカー支圧板11
と、前記アンカー支圧板11の周縁部と突設した板状の
保持材12とを備えている。ここで、前記アンカー支圧
板11には、その中心部にアンカー用貫通口13を開設
すると共に、前記保持材12は、複数方向へ架設する間
伐材2を保持し得るように構成する。また、前記アンカ
ー支圧板11の底面には、袋体を取り付けるのが望まし
い。図1に本発明に係る支圧部材1の実施形態の概略斜
視図を示す。以下、各部について詳述する。
<A> Basic Structure The supporting member 1 of the present invention comprises at least an anchor supporting plate 11
And a plate-like holding member 12 protruding from a peripheral portion of the anchor support plate 11. Here, the anchor supporting plate 11 has an anchor through-hole 13 at the center thereof, and the holding member 12 is configured to be able to hold the thinned material 2 laid in a plurality of directions. It is desirable to attach a bag to the bottom surface of the anchor support plate 11. FIG. 1 shows a schematic perspective view of an embodiment of a support member 1 according to the present invention. Hereinafter, each part will be described in detail.

【0009】<ロ>アンカー支圧板 アンカー支圧板11は、地山を補強すると共に下記間伐
材2を固定するために、斜面又は法面上に、設置される
支持板材である。例えば、工場や現場などで製作された
コンクリート板、プレキャスト梁等がある。現場打ちコ
ンクリート板は、法面に型枠を組んで、型枠内にコンク
リートを打設して作製する。また、プレキャスト板は、
法面に設置する前に予め工場等で製造された板である。
また、必要に応じて、鋼材などの金属製板、プラスチッ
ク製板及び木製板を用いても良い。
<B> Anchor support plate Anchor support plate 11 is a support plate that is installed on a slope or a slope to reinforce the ground and fix the thinned material 2 described below. For example, there are concrete plates, precast beams and the like manufactured in factories and sites. The cast-in-place concrete plate is manufactured by assembling a formwork on a slope and pouring concrete into the formwork. Also, the precast board is
It is a plate that has been manufactured in a factory or the like before it is installed on the slope.
If necessary, a metal plate such as a steel material, a plastic plate, or a wooden plate may be used.

【0010】支圧部材1、或いは上記アンカー支圧板1
1は、形状が、下記間伐材2を複数方向へ架設するよう
に形成すれば良い。例えば、図1と図2に示すように、
略十字型、略Y字型とする。
The supporting member 1 or the anchor supporting plate 1
1 may be formed so that the following thinning material 2 is erected in a plurality of directions. For example, as shown in FIGS. 1 and 2,
A substantially cross shape and a substantially Y shape are used.

【0011】上記アンカー支圧板11には、その中心部
に貫通口13を開設しておく。前記貫通口13に公知の
アンカーや、ロックボルト等の定着部材を通して、支圧
部材1を斜面上に固定する。
The anchor support plate 11 has a through hole 13 at the center thereof. The bearing member 1 is fixed on the slope by passing a known anchor or a fixing member such as a lock bolt through the through hole 13.

【0012】<ハ>保持材 前記アンカー支圧板11の周縁部、或いは外縁部には、
その上向きの垂直方向に、保持材12を一体に取り付け
る。保持材12としては、例えば、コンクリート板、鋼
板等の金属製板などを使用することができる。更に、図
1と図2に示すように、各保持材12に同一位置で、同
一寸法の定着穴121を複数開設しておく。これらの定
着穴121を介して、ボルト・ナット等の定着治具によ
って、下記間伐材2の一端をアンカー支圧板1上に固着
する。
<C> Retaining material The peripheral or outer edge of the anchor support plate 11
The holding member 12 is integrally attached in the upward vertical direction. As the holding member 12, for example, a metal plate such as a concrete plate or a steel plate can be used. Further, as shown in FIGS. 1 and 2, a plurality of fixing holes 121 having the same size are formed at the same position in each holding member 12. Through these fixing holes 121, one end of the following thinned material 2 is fixed on the anchor support plate 1 by a fixing jig such as a bolt and a nut.

【0013】<ニ>袋体 前記アンカー支圧板11の底面には、斜面地山表面の凹
凸に追従するための袋体を取り付ける。この袋体として
は、例えば、可撓性に富んだ織布、不織布のような材料
を使用しても良い。また、必要に応じて、前記袋体内に
モルタル、コンクリートなどの硬化材を充填して、支圧
部材1を斜面地山と一体に密着させおく。なお、前記袋
体は、所定の形状、寸法に形成すると共に、現場、或い
は工場で予めアンカー支圧板の底面に取り付ければ良
い。
<D> Bag Body A bag body is provided on the bottom surface of the anchor support plate 11 so as to follow irregularities on the sloped ground surface. As the bag body, for example, a material such as a woven fabric or a nonwoven fabric having high flexibility may be used. If necessary, the bag body is filled with a hardening material such as mortar, concrete, or the like, and the supporting member 1 is brought into close contact with the ground slope. The bag may be formed in a predetermined shape and size, and may be previously attached to the bottom surface of the anchor support plate at a site or a factory.

【0014】<ホ>間伐材 間伐材2には、山間部の工事で伐採されたか、又は人工
林地で間伐された丸太材21などを使用する。ここで、
間伐材2、或いは丸太21は、法枠として、斜面の補強
と客土の保持という役割を果たす。例えば、樹皮の付い
た状態の前記間伐材2を用いることができる。また、必
要に応じて、前記間伐材2の表面処理を実施したもので
もよい。例えば、前記間伐材2の樹皮を剥いだままの丸
太材21などの加工した間伐材を使用する。
<E> Thinned Wood As the thinned wood 2, a log 21 or the like that has been cut down in mountainous work or thinned in an artificial forest is used. here,
The thinned wood 2 or the log 21 plays a role of reinforcing the slope and holding the soil as a legal frame. For example, the thinned wood 2 with a bark can be used. Moreover, the thing which performed the surface treatment of the said thinning material 2 as needed may be used. For example, a processed thinning material such as a log 21 with the bark of the thinning material 2 stripped off is used.

【0015】前記丸太材21は、例えば、直径が10c
m〜30cm、長さは任意の長さとするが、ほぼ1m〜
5m程度のものを使用する。また、耐久性の強化が必要
な場合は、前記丸太材21に防腐剤を塗布するなどの防
腐処理を行っても良い。なお、丸太材21に鋼材等の腐
食性補強材料を使用する場合は、表面を亜鉛メッキ等し
て腐食防止措置を施すこともできる。
The log material 21 has, for example, a diameter of 10c.
m to 30 cm, any length, but almost 1 m to
Use one of about 5 m. If the durability needs to be enhanced, a preservative treatment such as applying a preservative to the log material 21 may be performed. When a corrosive reinforcing material such as a steel material is used for the log 21, the surface may be galvanized to take measures to prevent corrosion.

【0016】[0016]

【発明の実施の形態2】本発明の可動式支圧部材につい
て図3を参照しながら説明する。
Embodiment 2 A movable bearing member of the present invention will be described with reference to FIG.

【0017】実施形態1と同様に十字型支圧部材1を形
成する。一方の保持材12a、12a、と他方の保持材
12b、12bとの間には、一体化ではなく、即ち、接
続せずに、回動可能な隙間3を設ける(図3(A))。
例えば、図3(B)に示すように、斜面又は法面地山の
表面の曲率が、比較的大きい場合、少なくとも一方のア
ンカー支圧板11が、折り曲げ可能で、若しくは曲げ変
形によって、斜面地山の表面地形に沿って、追従できる
ように形成する。そして、上記アンカー支圧板11の折
り曲げ、若しくは曲げ変形に伴って、少なくとも一方の
保持材12a、12aは、回動可能になっていて、地山
の凸部(又は凹部)に追従する。なお、必要に応じて、
アンカー支圧板11と保持材との交差部付近に、ヒンジ
などの公知の枢接手段を設けて、より回動(又は回転)
自在に形成しても良い。
A cross-shaped supporting member 1 is formed in the same manner as in the first embodiment. A rotatable gap 3 is provided between one of the holding members 12a, 12a and the other of the holding members 12b, 12b without being integrated, that is, without being connected (FIG. 3A).
For example, as shown in FIG. 3B, when the curvature of the surface of the slope or the slope ground is relatively large, at least one of the anchor supporting plates 11 is bendable or deformed by bending deformation. It is formed so that it can follow along the surface topography. Then, with the bending or bending deformation of the anchor support plate 11, at least one of the holding members 12a, 12a is rotatable and follows the convex portion (or concave portion) of the ground. If necessary,
In the vicinity of the intersection between the anchor support plate 11 and the holding member, a known pivotal connection means such as a hinge is provided to rotate (or rotate) more.
It may be formed freely.

【0018】[0018]

【発明の実施の形態3】本発明のもう一つの可動式支圧
部材について図4を参照しながら説明する。
Third Embodiment Another movable bearing member of the present invention will be described with reference to FIG.

【0019】図4(A)と図4(B)に示すように、略
長方形の支圧部材1'を形成する。この支圧部材1'にお
いて、両側の保持材12'の中央部には、切欠部14を
開設しておく。この切欠部14の幅は、支圧部材1'の
幅より若干大きくする。
As shown in FIGS. 4A and 4B, a substantially rectangular supporting member 1 'is formed. In the supporting member 1 ', a notch 14 is formed in the center of the holding member 12' on both sides. The width of the notch 14 is slightly larger than the width of the supporting member 1 '.

【0020】そして、図4(C)に示すように、上記二
個の支圧部材1'、1'を十字型になるように重ね合わせ
ることによって、十字型支圧部材1"を形成する。ここ
で、一方の保持材12'と他方の保持材12'との交差部
には、実施形態2と同様に、回動可能な隙間3を設けて
おく。また、必要に、上記交差部付近におけるアンカー
支圧板11'、11'には、ヒンジなどの公知の枢接手段
を設けて、より折り曲げ可能に形成しても良い。
Then, as shown in FIG. 4 (C), the two supporting members 1 ', 1' are overlapped so as to form a cross, thereby forming a cross-shaped supporting member 1 ". Here, a rotatable gap 3 is provided at the intersection of one holding member 12 'and the other holding member 12', similarly to the second embodiment. The anchor support plates 11 ', 11' may be provided with a known pivotal connecting means such as a hinge so as to be more bendable.

【0021】次に、上記のような支圧部材を用いた斜面
の安定と緑化の構築方法の実施例について説明する。
Next, a description will be given of an embodiment of a method for constructing slope stabilization and greening using the above-described supporting member.

【0022】<イ>アンカー打設 まず、斜面地山にロックボルトなどの複数のアンカーを
打設する。また、地山が固い場合、削岩機等を用い地山
に削孔してから、アンカーを設置する。
<A> Anchor installation First, a plurality of anchors such as rock bolts are installed on the slope ground. If the ground is hard, drill holes in the ground using a rock drill or the like, and then install an anchor.

【0023】<ロ>アンカー支圧板の固定 次に公知の技術で、アンカー頭部に貫通口13を持つア
ンカー支圧板11を設置して、アンカーによって、前記
アンカー支圧板11を斜面上に固定する。
<B> Fixation of anchor support plate Next, by a known technique, an anchor support plate 11 having a through hole 13 in an anchor head is installed, and the anchor support plate 11 is fixed on a slope by an anchor. .

【0024】<ハ>保持材の取り付け 前記アンカー支圧板11に、丸太21を保持する保持材
12を取り付ける。なお、必要に応じて、前記保持材1
2を予めアンカー支圧板11に取り付けても良い。
<C> Attaching the holding member The holding member 12 for holding the log 21 is attached to the anchor support plate 11. In addition, if necessary, the holding material 1
2 may be attached to the anchor support plate 11 in advance.

【0025】<ニ>丸太の架設 所定長さの丸太材を、支圧部材1の保持材12に架設す
る。丸太21は上記保持材12に開設した定着穴121
を介してボルト・ナット等によって固定する。この際、
図3に示すように、各支圧部材1間に丸太21を一体に
連結することにより、斜面(又は法面)表層部の崩落防
止のための法枠として、支圧部材1間の斜面地山の安定
化を図ることができる。
<D> Construction of Log A log material having a predetermined length is constructed on the holding member 12 of the bearing member 1. The log 21 is a fixing hole 121 formed in the holding material 12.
And secured with bolts and nuts. On this occasion,
As shown in FIG. 3, the logs 21 are integrally connected between the supporting members 1, thereby forming a slope frame between the supporting members 1 as a legal frame for preventing a slope (or a slope) surface layer from collapsing. The mountain can be stabilized.

【0026】<ホ>客土投入と緑化 さらに丸太21で囲まれた斜面地山に客土4を投入した
後、植生や緑化を行う。
<E> Injection and greening of the soil Further, after the soil 4 is injected into the slope ground surrounded by the logs 21, vegetation and greening are performed.

【0027】なお、図示は省略するが、前記十字型支圧
部材に代えてY字型支圧部材の場合にも同様な法枠の形
成が可能である。また、斜面の表面に局部な凹凸がある
場合、アンカー支圧板の底面に前記袋体を取り付けた支
圧部材を使用して、斜面地山との密着度を図る。更に、
斜面地山の表面は、曲率が比較的大きい場合、上記本発
明の可動式支圧部材を使用して、地山の凹凸に追従させ
る。
Although not shown, a similar legal frame can be formed in the case of a Y-shaped supporting member instead of the cross-shaped supporting member. In addition, when there are local irregularities on the surface of the slope, the degree of adhesion to the ground of the slope is achieved by using a support member having the bag attached to the bottom surface of the anchor support plate. Furthermore,
When the curvature of the surface of the slope ground is relatively large, the movable supporting member of the present invention is used to follow the unevenness of the ground.

【0028】[0028]

【本発明の効果】本発明は以上説明したようになるか
ら、次のような効果を得ることができる。 <イ>本発明の支圧部材は、主に間伐材や丸太などの軽
量材を定着するための部材であるため、低強度コンクリ
ート板や薄肉金属製板等の使用が可能である。このた
め、大型機械を必要とせず、容易に設置でき、施工性が良
い支圧部材を提供することができる。 <ロ>また、支圧部材の底面に可撓性に富む袋体を取り
付けて、その内部に硬化体等を充填することにより、斜
面地山に凹凸が局所的に存在する場合でも、確実に支圧
部材を斜面に固着することができる。 <ハ>更に、支圧部材を回動可能に形成するにより、斜
面地山の表面曲率が比較的大きい場合でも、柔軟に支圧
部材を斜面地山の凹凸に追従することができる。 <ニ>間伐材や丸太を大量に使用する。このため、間伐
材の処理経費が削減でき、間伐材が資源として活用され
ることとなる。この結果、林業の発達にも寄与する。 <ホ>斜面や法面に占める間伐材及び丸太の面積が広
い。このため、施工直後の景観が良く、周辺環境にも馴
染みやすい。 <ヘ>間伐材や丸太を、支圧部材の保持材によって拘束
して一体化することにより、法枠材としての役目が十分
期待できることから、斜面の安定化に適用できる。 <ト>コンクリート等の不透水性構造材の法枠材を使用
しないため、斜面や法面方向の水の流れを遮断すること
がない。この結果、過不足なく苗木等の植物に水が供給
されると共に、緑化や生育に適する。
The present invention has been described above, and the following effects can be obtained. <B> Since the bearing member of the present invention is a member mainly for fixing a lightweight material such as a thinned wood or a log, a low-strength concrete plate or a thin metal plate can be used. Therefore, it is possible to provide a supporting member that can be easily installed without requiring a large-sized machine and that has good workability. <B> In addition, by attaching a flexible bag to the bottom surface of the supporting member and filling the inside thereof with a hardened body, even if unevenness is locally present on the slope ground, it is ensured. The bearing member can be fixed to the slope. <C> Further, by forming the bearing member rotatably, even when the surface curvature of the slope ground is relatively large, the bearing member can flexibly follow the unevenness of the slope ground. <D> Use a large amount of thinned wood and logs. Therefore, the processing cost of the thinned wood can be reduced, and the thinned wood is used as a resource. As a result, it also contributes to the development of forestry. <E> The area of thinned wood and logs occupying the slopes and slopes is large. For this reason, the scenery immediately after construction is good, and it is easy to adapt to the surrounding environment. <F> By consolidating the thinned wood and logs with the holding material of the supporting member, they can be expected to play a sufficient role as a legal frame material, so that they can be applied to stabilize slopes. <G> Since the frame material of the water-impermeable structural material such as concrete is not used, the flow of water on the slope or the slope direction is not interrupted. As a result, water is supplied to plants such as seedlings without excess and deficiency, and it is suitable for greening and growth.

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

【図1】本発明の実施形態1に係る支圧部材(十字型)
の概略斜視図である。
FIG. 1 is a bearing member (cross-shaped member) according to a first embodiment of the present invention.
It is a schematic perspective view of.

【図2】Y字型支圧部材の概略斜視図である。FIG. 2 is a schematic perspective view of a Y-shaped supporting member.

【図3】本発明の実施形態2に係る可動式支圧部材の説
明図である。
FIG. 3 is an explanatory diagram of a movable supporting member according to a second embodiment of the present invention.

【図4】本発明の実施形態3に係る可動式支圧部材の説
明図である。
FIG. 4 is an explanatory diagram of a movable supporting member according to a third embodiment of the present invention.

【図5】本発明に係る支圧部材を用いた法面保護工の概
略斜視図である。
FIG. 5 is a schematic perspective view of a slope protection work using the supporting member according to the present invention.

【符号の説明】[Explanation of symbols]

1、1'、1" 支圧部材 11、11" アンカー支圧板 12、12' 保持材 13 貫通口 14 切欠部 2 間伐材 21 丸大 3 隙間 4 客土 DESCRIPTION OF SYMBOLS 1, 1 ', 1 "Supporting member 11, 11" Anchor supporting plate 12, 12' Retaining material 13 Through hole 14 Notch 2 Thinned material 21 Round size 3 Gap 4 Guest soil

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】間伐材を利用した斜面の安定と緑化の構築
方法に用いる支圧部材であって、 アンカー支圧板と、前記アンカー支圧板の周縁部と突設
した板状の保持材とを備え、 前記アンカー支圧板には、その中心部にアンカー用貫通
口を開設すると共に、前記保持材は、複数方向へ架設す
る間伐材を保持し得るように構成したことを特徴とす
る、 支圧部材。
1. A supporting member used for a method of constructing slope stabilization and greening using thinned wood, comprising: an anchor supporting plate; and a plate-shaped holding member protruding from a peripheral edge of the anchor supporting plate. The anchor support plate has an anchor through-hole at the center thereof, and the holding member is configured to hold a thinned material erected in a plurality of directions. Element.
【請求項2】請求項1に記載の支圧部材において、 前記アンカー支圧板は、十字型に形成したことを特徴と
する、 支圧部材。
2. The supporting member according to claim 1, wherein the anchor supporting plate is formed in a cross shape.
【請求項3】請求項1に記載の支圧部材において、 前記アンカー支圧板は、Y字型に形成したことを特徴と
する、 支圧部材。
3. The supporting member according to claim 1, wherein the anchor supporting plate is formed in a Y-shape.
【請求項4】請求項1乃至請求項3に記載の支圧部材に
おいて、 前記アンカー支圧板の底面には、袋体を取り付けたこと
を特徴とする、 支圧部材。
4. The support member according to claim 1, wherein a bag body is attached to a bottom surface of the anchor support plate.
【請求項5】請求項1乃至請求項4に記載の支圧部材に
おいて、 前記保持材は、前記アンカー支圧板の曲げ変形に伴っ
て、可動し得るように形成したことを特徴とする、 支圧部材。
5. The supporting member according to claim 1, wherein the holding member is formed so as to be movable with bending deformation of the anchor supporting plate. Pressure member.
【請求項6】請求項1乃至請求項5に記載の支圧部材に
おいて、 前記保持材には、切欠部を開設したことを特徴とする、 支圧部材。
6. The supporting member according to claim 1, wherein a cutout portion is formed in the holding member.
【請求項7】斜面の安定と緑化の構築方法において、
(A)斜面地山に打設したアンカーによって、請求項1
乃至請求項6のいずれかの支圧部材を斜面地山上に固定
する工程と、(B)前記複数のアンカーで固定した支圧
部材間に間伐材を架設して連結し、支圧部材間の斜面地
山を間伐材で抑止する工程と、(C)前記間伐材に包囲
された斜面地山に客土を投入し、緑化を行う工程と、か
らなることを特徴、 斜面の安定と緑化の構築方法。
7. A method for constructing slope stability and greening,
(A) The anchor is cast on a slope ground by the anchor.
A step of fixing any of the supporting members according to any one of claims 6 to 6 on a slope ground; and (B) connecting a thinning material between the supporting members fixed by the plurality of anchors, and Characterized in that it comprises: a step of suppressing the slope ground with thinning material; and (C) a step of putting the soil in the slope ground surrounded by the thinning material and performing greening, and stabilizing the slope and greening the slope. How to build.
JP2001179299A 2001-06-13 2001-06-13 Bearing member and construction method for stabilizing and greening slope using the same Pending JP2002371561A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001179299A JP2002371561A (en) 2001-06-13 2001-06-13 Bearing member and construction method for stabilizing and greening slope using the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001179299A JP2002371561A (en) 2001-06-13 2001-06-13 Bearing member and construction method for stabilizing and greening slope using the same

Publications (1)

Publication Number Publication Date
JP2002371561A true JP2002371561A (en) 2002-12-26

Family

ID=19019878

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001179299A Pending JP2002371561A (en) 2001-06-13 2001-06-13 Bearing member and construction method for stabilizing and greening slope using the same

Country Status (1)

Country Link
JP (1) JP2002371561A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020076222A (en) * 2018-11-06 2020-05-21 日新産業株式会社 Slope frame material connecting device, slope frame structure, and construction method of slope frame on slope
JP7442030B2 (en) 2019-11-11 2024-03-04 学校法人日本大学 Slope surface collapse prevention pile construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020076222A (en) * 2018-11-06 2020-05-21 日新産業株式会社 Slope frame material connecting device, slope frame structure, and construction method of slope frame on slope
JP7442030B2 (en) 2019-11-11 2024-03-04 学校法人日本大学 Slope surface collapse prevention pile construction method

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