JP2002054146A - Slope protection structure - Google Patents

Slope protection structure

Info

Publication number
JP2002054146A
JP2002054146A JP2000243653A JP2000243653A JP2002054146A JP 2002054146 A JP2002054146 A JP 2002054146A JP 2000243653 A JP2000243653 A JP 2000243653A JP 2000243653 A JP2000243653 A JP 2000243653A JP 2002054146 A JP2002054146 A JP 2002054146A
Authority
JP
Japan
Prior art keywords
slope
anchor
protective body
ground
protection
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
JP2000243653A
Other languages
Japanese (ja)
Other versions
JP3682212B2 (en
Inventor
Norimichi Uda
典道 右田
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.)
Shin Gizyutsukoei Co Ltd
Original Assignee
Shin Gizyutsukoei 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 Shin Gizyutsukoei Co Ltd filed Critical Shin Gizyutsukoei Co Ltd
Priority to JP2000243653A priority Critical patent/JP3682212B2/en
Publication of JP2002054146A publication Critical patent/JP2002054146A/en
Application granted granted Critical
Publication of JP3682212B2 publication Critical patent/JP3682212B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Landscapes

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

Abstract

PROBLEM TO BE SOLVED: To provide a slope protection structure capable of preventing the water from being stagnated on the surface of a slope or inside of the slope by improving drains and being protected so as to stably reinforce the slope. SOLUTION: Pumice stones 1c are sealed inside of a protective body 1, the protective body 1 is placed so as to cover the slope, ground anchorage sections 2a of an anchor 2 are set on the protective body 1, and the ground anchorage sectons 2a are locked with tensile members 2b of the anchor 2.

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、雨や地下水によっ
て、またはダムや河川に位置して波を被ることによっ
て、法面が水に洗われるようにして洗掘されて法面が流
出、崩壊するのを防ぎ、かつ地中から法面に出てくる水
を通過させて法面の流出、崩壊を防ぐ法面保護構造に関
する。
BACKGROUND OF THE INVENTION The present invention relates to a method for scouring a slope by water, such as rain or groundwater, or by being subjected to a wave at a dam or river, so that the slope is discharged and collapsed. The present invention relates to a slope protection structure that prevents water from flowing out of the ground to a slope and prevents runoff and collapse of the slope.

【0002】[0002]

【従来の技術】従来において、ダムや河川等に法面が設
けられる場合には、法面はその水位の変化や波によって
水を被ったりする。また、雨や地下水によっても法面が
洗われたりする。このようなことが繰り返し行われると
法面が洗掘されて法面の流出、崩壊を招くことがある。
この対策としてコンクリートで法面を覆うようにする
と、法面が洗掘されるのを防ぐことができる。しかし、
ダムや河川等では、ダムや河川に地中から水が流れ込む
場合が多い。また、通常の法面も雨や地下水が地中から
しみ出すことが多い。よってコンクリートで法面を覆っ
てしまうと、排水口は設けられるが十分でないために、
この地中の水の流れも止めてしまい水がたまり、法面の
空洞化、崩壊、地盤が弱くなる、水の噴出等、法面や法
面以外の地盤に悪影響を及ぼすことがあり問題となって
いた。
2. Description of the Related Art Conventionally, when a slope is provided on a dam, a river or the like, the slope is covered with water due to a change in water level or a wave. Rain and groundwater can also wash the slopes. If such operations are repeated, the slope may be scoured and the slope may flow out or collapse.
As a countermeasure, covering the slope with concrete can prevent the slope from being scoured. But,
In dams and rivers, water often flows into the dams and rivers from underground. In addition, rain and groundwater often exude from the ground on normal slopes. Therefore, if the slope is covered with concrete, drainage holes will be provided but not enough.
The flow of water in the ground is stopped, and water accumulates, causing cavitation and collapse of the slope, weakening of the ground, and eruption of water. Had become.

【0003】[0003]

【発明が解決しようとする課題】本発明が解決しようと
する課題は、従来のこれらの問題点を解消し、水の通過
をよくして水が法面表面又は法面中に溜まらないように
し、かつ法面を補強して安定するよう保護できる法面保
護構造を提供することにある。
The problem to be solved by the present invention is to overcome these problems of the prior art and to improve the passage of water so that water does not collect on or on the slope surface. It is another object of the present invention to provide a slope protection structure capable of reinforcing the slope to protect the slope.

【0004】[0004]

【課題を解決するための手段】かかる課題を解決した本
発明の構成は、 1) 法面地盤中に複数のアンカーの引張部材を所定間
隔離して打設し、内部に空間を有し上下面に内部空間と
連通する多数の開口部を設けたコンクリート製の保護体
を法面の表面を覆うように配置し、同保護体の開口部よ
り大きい塊状の充填部材を保護体の内部空間に多数封入
し、アンカーの地上定着部を前記保護体上に設置し、同
地上定着部をアンカーの引張部材の法面からの突出部分
に緊締するように止着し、充填部材を封入した保護体で
法面を覆って法面の保護を行う法面保護構造 2) 法面地盤に複数のアンカーの引張部材を所定間隔
離して打設し、法面上に配置したアンカーの引張部材の
突出部分にアンカーの地上定着部を止着し、内部に空間
を有し上下面に内部空間と連通する多数の開口部を設け
たコンクリート製の保護体をアンカーの地上定着部間の
露出した法面の表面を覆うように配置し、同保護体の開
口部より大きい充填部材を保護体の内部空間に多数封入
し、保護体とアンカーの地上定着部を連結し、充填部材
を封入した保護体で法面を覆って法面の保護を行う法面
保護構造 3) 法面地盤中に複数のアンカーの引張部材を所定間
隔離して打設し、内部に空間を有し上下面に内部空間と
連通する多数の開口部を設けたFRP製の保護体を法面
の表面を覆うように配置し、同保護体の開口部より大き
い塊状の充填部材を保護体の内部空間に多数封入し、ア
ンカーの地上定着部を前記保護体上に設置し、同地上定
着部をアンカーの引張部材の法面からの突出部分に緊締
するように止着し、充填部材を封入した保護体で法面を
覆って法面の保護を行う法面保護構造 4) 法面地盤に複数のアンカーの引張部材を所定間隔
離して打設し、法面上に配置したアンカーの引張部材の
突出部分にアンカーの地上定着部を止着し、内部に空間
を有し上下面に内部空間と連通する多数の開口部を設け
たFRP製の保護体をアンカーの地上定着部間の露出し
た法面の表面を覆うように配置し、同保護体の開口部よ
り大きい充填部材を保護体の内部空間に多数封入し、保
護体とアンカーの地上定着部を連結し、充填部材を封入
した保護体で法面を覆って法面の保護を行う法面保護構
造 5) 法面地盤中に複数のアンカーの引張部材を所定間
隔離して打設し、内部に空間を有し上下面に内部空間と
連通する多数の開口部を設けた樹脂製の保護体を法面の
表面を覆うように配置し、同保護体の開口部より大きい
塊状の充填部材を保護体の内部空間に多数封入し、アン
カーの地上定着部を前記保護体上に設置し、同地上定着
部をアンカーの引張部材の法面からの突出部分に緊締す
るように止着し、充填部材を封入した保護体で法面を覆
って法面の保護を行う法面保護構造 6) 法面地盤に複数のアンカーの引張部材を所定間隔
離して打設し、法面上に配置したアンカーの引張部材の
突出部分にアンカーの地上定着部を止着し、内部に空間
を有し上下面に内部空間と連通する多数の開口部を設け
た樹脂製の保護体をアンカーの地上定着部間の露出した
法面の表面を覆うように配置し、同保護体の開口部より
大きい充填部材を保護体の内部空間に多数封入し、保護
体とアンカーの地上定着部を連結し、充填部材を封入し
た保護体で法面を覆って法面の保護を行う法面保護構造 7) 法面地盤中に複数のアンカーの引張部材を所定間
隔離して打設し、上下面を樹脂製のネットで囲んで内部
に空間を有するようにした保護体を法面の表面を覆うよ
うに配置し、同保護体の網目より大きい塊状の充填部材
を保護体の内部空間に多数封入し、アンカーの地上定着
部を前記保護体上に設置し、同地上定着部をアンカーの
引張部材の法面からの突出部分に緊締するように止着
し、充填部材を封入した保護体で法面を覆って法面の保
護を行う法面保護構造 8) 法面地盤に複数のアンカーの引張部材を所定間隔
離して打設し、法面上に配置したアンカーの引張部材の
突出部分にアンカーの地上定着部を止着し、上下面を樹
脂製のネットで囲んで内部に空間を有するようにした保
護体をアンカーの地上定着部間の露出した法面の表面を
覆うように配置し、同保護体の網目より大きい充填部材
を保護体の内部空間に多数封入し、保護体とアンカーの
地上定着部を連結し、充填部材を封入した保護体で法面
を覆って法面の保護を行う法面保護構造 9) 保護体が、上面側の網目又は開口部より下面側の
網目又は開口部が小さくなる構造にした前記1)〜8)
いずれかに記載の法面の保護構造 10) 保護体の下面の上方又は下方に植生布を設けて
植物が植生しやすいようにした前記1)〜9)いずれか
に記載の法面保護構造 11) 保護体の端部に係合部を設けて、保護体同士を
複数連結した前記1)〜10)いずれかに記載の法面保
護構造 12) アンカーの地上定着部が、十字形状である構造
にした前記1)〜11)いずれかに記載の法面保護構造 13) 充填部材が多孔質のものである前記1)〜1
2)いずれかに記載の法面保護構造 14) 充填部材が軽石である前記1)〜13)いずれ
かに記載の法面保護構造にある。
Means for solving the above problems are as follows. 1) A plurality of tension members of anchors are cast in a slope ground at predetermined intervals, and a space is provided inside and below the upper and lower surfaces. A protective body made of concrete provided with a large number of openings communicating with the internal space is arranged so as to cover the surface of the slope, and a large number of bulk filling members larger than the openings of the protective body are provided in the internal space of the protective body. Enclosure, the ground anchoring part of the anchor is installed on the protective body, the anchoring part is fastened to the projecting part of the tension member of the anchor from the slope, and the sealing member is sealed with the filling member. Slope protection structure that covers the slope and protects the slope 2) Tensile members of a plurality of anchors are cast on the slope ground at a predetermined interval, and the protrusions of the tensile members of the anchors arranged on the slope are provided. Fasten the anchoring part of the anchor on the ground, have a space inside and A concrete protective body with a number of openings communicating with the internal space is placed so as to cover the surface of the exposed slope between the anchors on the ground, and protects the filling member larger than the opening of the protective body. A slope protection structure that encapsulates a large number in the interior space of the body, connects the protection body and the anchoring part of the anchor on the ground, and covers the slope with a protection body that encapsulates a filling material to protect the slope. 3) In the slope ground A plurality of tension members of anchors are cast at predetermined intervals, and a protective body made of FRP provided with a space inside and provided with a number of openings communicating with the internal space on the upper and lower surfaces so as to cover the surface of the slope. And a large number of bulky filling members larger than the opening of the protective body are sealed in the inner space of the protective body, and a ground fixing part of the anchor is installed on the protective body, and the ground fixing part is a tension member of the anchor. Fasten tightly to the protruding part from the slope of A slope protection structure that protects a slope by covering the slope with a protective body enclosing the material. 4) An anchor placed on a slope with a plurality of tension members of anchors separated and installed on the slope at predetermined intervals. The anchoring part of the anchor of the anchor is fixed to the protruding part of the tension member, and the protective body made of FRP, which has a space inside and has a number of openings on the upper and lower surfaces communicating with the inner space, is fixed between the anchoring part of the anchor. Is placed so as to cover the surface of the exposed slope, and a large number of filling members larger than the opening of the protective body are sealed in the inner space of the protective body, and the protective body and the anchoring portion of the anchor are connected, and the filling member is Slope protection structure that covers the slope with the enclosed protective body to protect the slope 5) Tensile members of a plurality of anchors are cast into the slope ground at predetermined intervals, and there are spaces inside and upper and lower surfaces The resin protective body provided with a number of openings communicating with the internal space on the slope surface It is arranged so as to cover, a large number of bulky filling members larger than the opening of the protective body are sealed in the inner space of the protective body, the anchor fixing part on the ground is installed on the protective body, and the fixing part on the ground is fixed to the anchor. A slope protection structure in which the tension member is fastened to the protruding portion from the slope, and the slope is protected by covering the slope with a protective body enclosing a filling member. 6) A plurality of anchors are attached to the slope ground. The anchor members are fixed to the projecting portions of the anchor members arranged on the slopes, and the anchoring portions of the anchors are fixed to the projecting portions of the anchor members, and the upper and lower surfaces communicate with the internal space on the upper and lower surfaces. A resin protective body provided with a number of openings is arranged so as to cover the surface of the exposed slope between the anchoring portions of the anchor, and a filling member larger than the opening of the protective body is placed in the inner space of the protective body. Enclose a large number, connect the protective body and the anchoring part of the anchor, fill the part Slope protection structure that covers the slope with the protective body enclosing the slope and protects the slope. 7) The tension members of a plurality of anchors are cast into the slope ground at predetermined intervals, and the upper and lower surfaces are made of resin nets. A protective body surrounded by and having a space inside is disposed so as to cover the surface of the slope, and a large number of bulky filling members larger than the mesh of the protective body are sealed in the internal space of the protector, and the ground above the anchor A fixing part is installed on the protective body, the fixing part on the ground is fastened to a portion of the anchor projecting from the slope of the tension member so as to be tightened, and the slope is covered with the protective body enclosing the filling member. Slope protection structure that protects the slope 8) Tensile members of anchors are cast on the slope ground at a predetermined interval, and the anchoring part of the anchor is fixed to the projecting part of the tensile members of the anchors arranged on the slope. Fasten and surround the upper and lower surfaces with a resin net to have space inside. The protective body is placed so as to cover the surface of the exposed slope between the ground anchoring part of the anchor, and a number of filling members larger than the mesh of the protective body are enclosed in the inner space of the protective body, and the protective body and the anchor are fixed. A slope protection structure in which the ground fixing section is connected and the slope is protected by covering the slope with a protective body enclosing a filling member. 9) The protective body is a mesh or opening on the lower surface side from the mesh or opening on the upper surface side. The above 1) to 8), which have a structure in which the part becomes smaller
The slope protection structure according to any one of the above 1) to 9), wherein a vegetation cloth is provided above or below the lower surface of the protective body so that plants can be easily vegetated. 1) The slope protection structure according to any one of 1) to 10), wherein an engagement portion is provided at an end of the protection body, and a plurality of protection bodies are connected to each other. 12) A structure in which a ground fixing portion of the anchor has a cross shape. The slope protection structure according to any one of the above 1) to 11), wherein the filling member is porous.
2) The slope protection structure according to any one of 14) to 13), wherein the filling member is pumice stone.

【0005】[0005]

【作用】本発明では、内部に空間を有し上下面に内部空
間と連通する多数の開口部を設けたコンクリート製の保
護体に充填部材を封入し、この保護体で法面を安定させ
るようにすることで、石や岩が水によって掘られて取れ
るのをコンクリート製の保護体の下面で防ぐことによっ
て法面を保護し、また、保護体と法面の間に溜まろうと
する水は、保護体の開口部及び充填部材同士の間を通過
させて外部を逃がし、法面から外部に流出しようとする
土砂を充填部材同士の隙間に溜めて流出させないように
して法面を保護する。保護体はアンカーの地上定着部に
よって法面に押し付けられるように固定される。法面が
波を被るような場合にも、波による衝撃力は充填部材に
よって分散される。アンカーの地上定着部の間から露出
した法面の表面を覆うようにコンクリート製の保護体を
配置したものは、アンカーによる法面の補強が十分にさ
れるようにし、アンカーの地上定着部の間から露出した
法面の表面を保護体で覆って水を通過させ、土砂及び岩
石が水で洗われても流出しないようにして法面を保護す
る。保護体をFRP製にしたものは、保護体を軽くて丈
夫なFRPで構成する。保護体を樹脂製にしたものは、
保護体を安価で成形の容易な樹脂で構成する。保護体を
樹脂製のネットにしたものは、保護体を安価に構成す
る。保護体が、上面側の網目又は開口部より下面側の網
目又は開口部が小さくなる構造にしたものは、法面の土
砂が小さい網目又は開口部を多数備えた下面で押えられ
るようにしてさらに法面の土砂の流出を防ぐ。保護体の
下面の上方又は下方に植生布を設けて植物が植生しやす
いようにしたものは、植物が法面に植生しやすいように
して植物の主に根によって法面が安定するようにする。
保護体の端部に係合部を設けたものは、保護体と隣り合
う別の保護体の係合部同士を係合させるようにして保護
体同士を複数連結する。アンカーの地上定着部が十字形
状であるものは、法面を十字に押さえるようにして法面
を補強する。充填部材が多孔質であるものは、土砂の流
出に対する抵抗が大きくなるようにし、また植物や微生
物が定着しやすいようにする。充填部材が軽石であるも
のは、安価で軽量な充填部材にする。本明細書中に記載
のFRPは繊維強化プラスチック(fiber rei
nforced plastics)のことである。
According to the present invention, a filling member is sealed in a concrete protective body having a space inside and a plurality of openings provided on the upper and lower surfaces communicating with the internal space, and the slope is stabilized by the protective body. To protect the slope by preventing the stones and rocks from being dug and removed by the water with the underside of the concrete protection body, and the water that tends to collect between the protection body and the slope, The slope is protected by passing between the opening of the protective body and the filling member to escape from the outside, and storing the earth and sand that is going to flow out from the slope into the gap between the filling members so as not to flow out. The protector is fixed so as to be pressed against the slope by the ground anchoring portion of the anchor. Even when the slope faces waves, the impact force due to the waves is dispersed by the filling member. If a concrete protective body is placed so as to cover the exposed surface of the slope from the area between the anchors on the ground, make sure that the anchor is sufficiently reinforced on the slopes, and The surface of the slope exposed from above is covered with a protective body to allow water to pass therethrough, and the slope is protected so that the earth and sand and rocks do not flow out even if washed with water. When the protection body is made of FRP, the protection body is made of a light and strong FRP. What made the protective body made of resin,
The protector is made of a resin that is inexpensive and easy to mold. In the case where the protective body is made of a resin net, the protective body is configured at a low cost. The protective body is structured such that the mesh or opening on the lower surface side is smaller than the mesh or opening on the upper surface side, so that the soil on the slope is pressed down by the lower surface having a large number of meshes or openings. Prevent runoff of slopes. Plants that are easy to vegetate by providing vegetation cloth above or below the lower surface of the protector make the plants easy to vegetate on the slopes and stabilize the slopes mainly by the roots of the plants. .
In the protection body provided with an engagement portion at an end portion, a plurality of protection bodies are connected to each other so that the engagement portions of another protection body adjacent to the protection body are engaged with each other. When the anchor has a cross-shaped anchoring part on the ground, the slope is reinforced by holding the slope in a cross shape. When the filling member is porous, the resistance to the outflow of earth and sand is increased, and plants and microorganisms are easily settled. When the filling member is pumice, the filling member is inexpensive and lightweight. The FRP described herein is a fiber reinforced plastic (fiber rei).
nforced plastics).

【0006】[0006]

【発明の実施の形態】充填部材としては、軽石、砂利
石、砕石、ガラスを利用した塊状物、コンクリート体、
プラスチックの小片などがあり、保護体に封入して空隙
が適度にでき易く、表面が多孔質のものが、水はけ、土
砂の流出防止、植物・微生物の定着から好ましい。充填
部材として用いられるガラスを利用した塊状物は、ガラ
スの廃材を細く破砕し、厚みのある円盤形状に焼き固め
た表面が多孔質のものを用いてもよい。また、充填部材
として用いられるコンクリート体は、グラスファイバー
やアラミドを混入したコンクリートを固めた長尺な棒状
のものを用いてもよい。充填部材は、あらかじめ保護体
に封入しておいてもよいし、法面に取り付ける際に封入
するようにしてもよい。アンカーは保護体を貫通させる
ようにしても、貫通させないようにしてもどちらでもか
まわない。
BEST MODE FOR CARRYING OUT THE INVENTION As filling members, pumice, gravel, crushed stone, lumps using glass, concrete bodies,
There are small pieces of plastic, etc., which are easily enclosed in a protective body to form a suitable space, and a porous surface is preferable from the viewpoint of drainage, prevention of earth and sand outflow, and establishment of plants and microorganisms. The lump using glass used as the filling member may be a glass having a porous surface obtained by crushing waste glass into small pieces and baking it into a thick disk shape. Further, as the concrete body used as the filling member, a long rod-like solidified concrete mixed with glass fiber or aramid may be used. The filling member may be sealed in a protective body in advance, or may be sealed when it is attached to a slope. The anchor may or may not penetrate the protective body.

【0007】[0007]

【実施例】本発明の各実施例について図面を参照して具
体的に説明する。 実施例1(図1〜3参照) 図1〜3に示す実施例1は、アンカーが保護体を貫通す
るようにし、保護体を内部空間と多数の開口部を有する
コンクリート製とし、保護体の上面側より下面側の開口
部が小さくするようにし、保護体の端部に係合部を設
け、アンカーの地上定着部が十字形状であり、充填部材
が多孔質の軽石である法面保護構造の例である。図1は
実施例1の法面保護構造の説明図である。図2は実施例
1の法面保護構造の平面図である。図3は実施例1の法
面保護構造の保護体同士の連結部分を示す説明図であ
る。図中、1はコンクリート製の保護体、1aは保護体
上面、1bは保護体下面、1cは充填部材として用いた
軽石、1dは係合片、1eは係合凹部、2はアンカー、
2aは地上定着部、2bは引張部材、30は法面であ
る。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be specifically described with reference to the drawings. Example 1 (see FIGS. 1 to 3) In Example 1 shown in FIGS. 1 to 3, the anchor penetrates the protective body, the protective body is made of concrete having an internal space and a large number of openings, and the protective body is made of concrete. A slope protection structure in which the opening on the lower surface side is made smaller than that on the upper surface side, an engaging portion is provided at the end of the protective body, the ground anchoring portion of the anchor is a cross shape, and the filling member is a porous pumice stone. This is an example. FIG. 1 is an explanatory diagram of a slope protection structure according to the first embodiment. FIG. 2 is a plan view of the slope protection structure according to the first embodiment. FIG. 3 is an explanatory diagram illustrating a connection portion between the protection bodies of the slope protection structure according to the first embodiment. In the figure, 1 is a protective body made of concrete, 1a is an upper surface of the protective body, 1b is a lower surface of the protective body, 1c is a pumice used as a filling member, 1d is an engaging piece, 1e is an engaging concave portion, 2 is an anchor,
2a is a ground fixing unit, 2b is a tension member, and 30 is a slope.

【0008】実施例1では、図1〜3に示すように保護
体1は内部に空間を有する中空のコンクリート製のもの
である。このコンクリート製の保護体1の保護体上面1
a及び保護体下面1bに内部の空間と連通する開口部を
多数設ける。さらに保護体上面1aの開口部より保護体
下面1bの開口部が小さくなるようにしている。この保
護体上面1aと保護体下面1bは四角形形状になってお
り、箱形形状の保護体1を構成する。保護体1の中央に
は上下面を貫通した穴を設ける。次に箱形形状の保護体
1の内部に、保護体上面1a及び保護体下面1bの開口
部より大きい軽石1cを多数封入する。軽石1cは表面
が多孔質のものを使用する。次に保護体1の右側面及び
上側面に図2に示すようにその側面より外側に突出した
突片を設けて係合片1dを設け、保護体1の左側面及び
下側面に係合片1dと係合できる係合凹部1eを設け
る。次にアンカー2は、地上定着部2aが十字形状であ
り、十字の長さが四角形状の保護体上面1a及び保護体
下面1bの上辺から下辺、左辺から右辺までの間隔より
やや短くし、地上定着部2aの中央から下方に向って長
く伸びた引張部材2bを設ける。引張部材2bの下部に
は、地中に打ち込んだアンカーが抜けないように拡巾し
た部分を設ける。
In the first embodiment, as shown in FIGS. 1 to 3, the protective body 1 is made of hollow concrete having a space inside. Protective body upper surface 1 of this concrete protective body 1
a and a large number of openings communicating with the internal space are provided in the protective body lower surface 1b. Further, the opening of the lower surface 1b of the protection body is made smaller than the opening of the upper surface 1a of the protection body. The upper surface 1a of the protective body and the lower surface 1b of the protective body have a rectangular shape, and constitute a box-shaped protective body 1. A hole penetrating the upper and lower surfaces is provided at the center of the protection body 1. Next, a large number of pumice stones 1c larger than the openings of the upper surface 1a and the lower surface 1b of the protective body are sealed inside the protective body 1 having a box shape. The pumice 1c has a porous surface. Next, as shown in FIG. 2, an engaging piece 1d is provided on the right side surface and the upper side surface of the protective body 1 so as to protrude outward from the side surface, and an engaging piece is provided on the left side surface and the lower side surface of the protective body 1. An engaging recess 1e that can engage with 1d is provided. Next, in the anchor 2, the ground fixing portion 2a has a cross shape, and the length of the cross is slightly shorter than the distance from the upper side to the lower side and the left side to the right side of the protective body upper surface 1a and the protective body lower surface 1b each having a rectangular cross shape. A tension member 2b is provided which extends downward from the center of the fixing portion 2a. A lower portion of the tension member 2b is provided with a widened portion so that the anchor driven into the ground does not come off.

【0009】この保護体1の保護体下面1bの下面が法
面に接するように配置する。次にアンカー2の引張部材
2bが保護体1の中央を貫通させるようにしてアンカー
2の引張部材2bを地中に打ち込むようにして法面に設
置する。さらにアンカー2を地中に打ち込むようにし
て、アンカー2の十字形状の地上定着部2aが強く保護
体1の保護体上面1aを法面に向って押し付けるように
する。これによって保護体1は法面に強く固定される。
次にこの保護体1に隣接させて別の保護体1を取り付け
る。この際には、図2に示すように保護体1の右側面及
び上側面に設けた係合片1dに別の保護体1の左側面及
び下側面の係合凹部1eを係合させて保護体同士を連結
させる。これによってさらに保護体1が強度高く法面に
取り付けられることになる。このようにして、複数の保
護体1によって法面を覆ったならば、この法面がダムや
河川に設けられたものであって、水位の変化によって水
中に没したり、波を被るようになった場合においても、
まず、波の衝撃力のような水の力に対しては、アンカー
2の地上定着部2a及び保護体1の保護体上面1aによ
って防ぐことができる。さらに保護体上面1aの開口部
内に水がぶつかるが、保護体1内には、充填部材として
軽石1cを多数封入しているので水による力は分散す
る。よって法面に大きな力が直接加わらないので、急激
に波により掘り取られるようなことはない。
The protective body 1 is arranged such that the lower surface of the lower surface 1b of the protective body 1 is in contact with the slope. Next, the tension member 2b of the anchor 2 is installed on the slope so that the tension member 2b of the anchor 2 is driven into the ground so as to penetrate the center of the protection body 1. Further, the anchor 2 is driven into the ground, and the cross-shaped ground fixing portion 2a of the anchor 2 strongly presses the protective body upper surface 1a of the protective body 1 toward the slope. Thereby, the protection body 1 is firmly fixed to the slope.
Next, another protection body 1 is attached adjacent to the protection body 1. In this case, as shown in FIG. 2, the protection recesses 1e on the left side and the lower side of another protector 1 are engaged with the engagement pieces 1d provided on the right side and the upper side of the protector 1, respectively. Connect the bodies together. As a result, the protection body 1 is attached to the slope with higher strength. In this way, if the slope is covered with a plurality of protection bodies 1, this slope is provided in a dam or a river, and may be immersed in water or subject to waves due to a change in water level. Even if it becomes
First, a water force such as a wave impact force can be prevented by the ground fixing portion 2a of the anchor 2 and the protective body upper surface 1a of the protective body 1. Further, water collides with the opening of the upper surface 1a of the protection body. However, since a large number of pumice stones 1c are sealed in the protection body 1, the force due to the water is dispersed. Therefore, since no large force is applied directly to the slope, there is no sudden excavation by the waves.

【0010】法面の岩や石などが法面からはずれようと
した場合、法面には保護体1の保護体下面1bが押し付
けられているので岩や石などが法面からはずれるような
ことはない。また、保護体下面1bの開口部は保護体上
面1aの開口部より小さくしてあるので、法面の比較的
小さな石でも保護体1の内部まで容易に移動しない。ま
た、保護体1の内部まで移動しても、内部には軽石1c
を多数封入しているので軽石同士の隙間は複雑で狭いた
め、保護体内部まで侵入する石も止めやすくなる。法面
の土砂の流出に対しては、法面に接している保護体下面
1bの開口部の小ささと、複雑に入り組んだ軽石同士の
隙間によって、効果高く防ぐことができる。水に対して
は、保護体1の保護体上面1aの開口部及び保護体下面
1bの開口部は、十分な開口であり、保護体1内に封入
した軽石1c同士の隙間も十分に水を通すため、保護体
1と法面の間に水が溜って、その水が保護体1と法面の
間に隙間を作ることがない。また、同様にして地下水等
が法面を通って河川やダムに染み出そうとする場合も問
題なく水が染み出る。さらに、保護体1内の軽石1cは
表面に細かい凹凸を有する多孔質であるために、微生物
や植物が定着しやすい。よって水中、水上にかかわらず
植物の根によって法面が安定するのに寄与できる。この
ように本実施例1の法面保護構造を用いることによっ
て、水位によって水中に没したり、水を波のように被る
ことがある場所に設けられる法面を安定するように保護
することができる。
[0010] When rocks or stones on the slope are coming off the slope, the rocks or stones may come off the slope because the lower surface 1b of the protective body 1 of the protective body 1 is pressed against the slope. There is no. Further, since the opening of the lower surface 1b of the protective body is made smaller than the opening of the upper surface 1a of the protective body, even a relatively small stone on the slope does not easily move into the inside of the protective body 1. Also, even if it moves to the inside of the protection body 1, the pumice 1c
The gap between the pumice stones is complicated and narrow, so that stones that enter the inside of the protective body can be easily stopped. The outflow of earth and sand on the slope can be effectively prevented by the small size of the opening of the lower surface 1b of the protective body that is in contact with the slope and the gap between the pumice stones that are intricately complicated. With respect to water, the opening on the upper surface 1a of the protective body 1 and the opening on the lower surface 1b of the protective body 1 are sufficient openings, and the gap between the pumice stones 1c sealed in the protective body 1 is sufficiently water. Since the water passes through, water remains between the protection body 1 and the slope, and the water does not form a gap between the protection body 1 and the slope. Similarly, when groundwater or the like tries to seep into rivers and dams through the slope, the water seeps out without any problem. Furthermore, since the pumice 1c in the protective body 1 is porous having fine irregularities on the surface, microorganisms and plants are easily fixed. Therefore, it can contribute to stabilization of the slope by the roots of the plant regardless of whether it is underwater or on the water. As described above, by using the slope protection structure of the first embodiment, it is possible to stably protect a slope provided in a place where it may be immersed in water depending on the water level or may be covered with water like a wave. it can.

【0011】実施例2(図4,5参照) 図4,5に示す実施例2はアンカーの地上定着部の間か
ら露出した法面の表面を保護体が覆うようにし、保護体
の下面の下側に植生布を設けた法面保護構造の例であ
る。図4は実施例2の法面保護構造の説明図である。図
5は実施例2の法面保護構造の平面図である。図中、4
は保護体、4aは保護体上面、4bは保護体下面、4c
は砂利石、4dは係合部、5はアンカー、5aは地上定
着部、5bは引張部材、5cは係合部、6はワイヤー、
7は植生布である。実施例2では、法面にますアンカー
5を複数取り付け、アンカー5の地上定着部5a以外の
間から露出した法面の表面を保護体4が覆うようにす
る。よって、十字形状の地上定着部5aによって4つに
仕切られる形状に保護体4はなっている。保護体4に
は、係合部4dを設け、アンカー5の地上定着部5aに
は係合部5cを設けて、係合部4dと係合部5cにワイ
ヤー6を取り付けるようにしてアンカー5と保護体4を
取り付ける。実施例2の保護体4はコンクリート製で内
部に空間を有する箱体である。保護体4の保護体上面4
a及び保護体下面4bには内部空間と連通した開口を多
数設ける。この保護体4の内部空間に砂利石4cを充填
部材として多数封入する。さらに、保護体4の保護体下
面4bの下面には、植生を助ける植生布7を設けて、保
護体下面4bと法面の間に植生布7が位置するようにす
る。実施例2では、このような法面保護構造にすること
によってアンカーの地上定着部5aが法面上に定着する
ようにして法面を安定させ、地上定着部間の隙間を保護
体4が保護する。これによりアンカーの法面安定の効果
を十分に行えるようにしつつ、水はけよく、法面の保護
が行えるようになる。また保護体4の下面には植生布7
を設けているので、植物の種子などが水等によって流れ
てしまいにくくして植物が定着しやすくなる。また、植
生布7は適度に水分を含むので、植物の生育を助ける。
植物の根が法面の地中にはるようになれば、自然に法面
が安定し、さらに法面を強く保護できるようになる。ま
た、目の細かい植生布7で法面を覆うことによって、法
面の土砂がさらに流出しにくくなるので、より確実な法
面の保護が行える。
Embodiment 2 (see FIGS. 4 and 5) In Embodiment 2 shown in FIGS. 4 and 5, the protection surface covers the surface of the slope exposed from between the ground fixing portions of the anchor. It is an example of a slope protection structure provided with a vegetation cloth on the lower side. FIG. 4 is an explanatory diagram of a slope protection structure according to the second embodiment. FIG. 5 is a plan view of the slope protection structure according to the second embodiment. In the figure, 4
Is a protective body, 4a is a protective body upper surface, 4b is a protective body lower surface, 4c
Is gravel stone, 4d is an engaging part, 5 is an anchor, 5a is a ground fixing part, 5b is a tension member, 5c is an engaging part, 6 is a wire,
7 is a vegetation cloth. In the second embodiment, a plurality of anchors 5 are attached to the slope, and the protective body 4 covers the surface of the slope exposed from the space other than the ground fixing portion 5a of the anchor 5. Therefore, the protection body 4 has a shape divided into four by the cross-shaped ground fixing portion 5a. The protective body 4 is provided with an engaging portion 4d, the anchoring portion 5a is provided with an engaging portion 5c on the ground fixing portion 5a, and the wire 5 is attached to the engaging portion 4d and the engaging portion 5c. Attach the protection body 4. The protection body 4 of the second embodiment is a box made of concrete and having a space inside. Protective body upper surface 4 of protective body 4
a and a large number of openings communicating with the internal space are provided in the protective body lower surface 4b. A large number of gravel stones 4c are filled in the inner space of the protective body 4 as a filling member. Further, a vegetation cloth 7 for assisting vegetation is provided on the lower surface of the lower surface 4b of the protection body 4 of the protection body 4, so that the vegetation cloth 7 is located between the lower surface 4b of the protection body and the slope. In the second embodiment, by adopting such a slope protection structure, the ground fixing portion 5a of the anchor is fixed on the slope to stabilize the slope, and the protector 4 protects the gap between the ground fixing portions. I do. Thereby, while the effect of stabilizing the slope of the anchor can be sufficiently performed, the drainage can be well performed and the slope can be protected. A vegetation cloth 7 is provided on the lower surface of the protection body 4.
Is provided, it is difficult for plant seeds or the like to flow by water or the like, and the plant is easily settled. In addition, the vegetation cloth 7 contains a moderate amount of water, and thus helps the growth of plants.
If the roots of the plants become underground on the slope, the slope can be naturally stabilized and the slope can be protected more strongly. In addition, by covering the slope with the vegetation cloth 7 having fine eyes, the earth and sand on the slope becomes more difficult to flow out, so that the slope can be more reliably protected.

【0012】図6,7に示すのは、実施例の法面保護構
造の他の例である。図中、9は保護体、9aは保護体上
面、9bは係合突部、9cは係合部、10は保護体、1
0aは保護体上面である。実施例の他の例では保護体を
FRP製するすることで軽くて丈夫な保護体とし、保護
体の持ち運びや設置作業などを楽に行うことができるよ
うにする。また、他の樹脂製の保護体にしてコストを抑
制した法面保護構造としてもよい。その際の樹脂は加水
分解などを起さないものが望ましい。また、図6に示す
ように保護体同士を係合部9cに設けた取付用の孔に係
合突部9bを差し込むようにして連結してもよい。その
他符号、構成、作用、使い方は実施例1又は実施例2と
同じである。
FIGS. 6 and 7 show another example of the slope protection structure of the embodiment. In the figure, 9 is a protective body, 9a is the upper surface of the protective body, 9b is an engaging protrusion, 9c is an engaging part, 10 is a protective body, 1
0a is the upper surface of the protective body. In another example of the embodiment, the protection body is made of FRP to make the protection body light and strong, so that the protection body can be easily carried and installed. Further, another resin protective body may be used as a slope protection structure in which cost is suppressed. It is desirable that the resin at that time does not cause hydrolysis or the like. Further, as shown in FIG. 6, the protection bodies may be connected to each other by inserting the engagement projection 9b into a mounting hole provided in the engagement section 9c. Other symbols, configurations, functions, and usages are the same as those in the first or second embodiment.

【0013】図8,9に示すのは、実施例の法面保護構
造の他の例である。図中、12は保護体、12aは保護
体上面、12bは係合突部、12cは係合部、13は保
護体、13aは保護体上面である。実施例の他の例で
は、保護体の上下面を樹脂製のネットで囲んで内部に空
間を有するようにしている。このようにして保護体を軽
くして、保護体の持ち運びや設置作業などを楽に行える
ようにしてもよい。その他符号、構成、作用、使い方は
実施例1又は実施例2と同じである。
FIGS. 8 and 9 show another example of the slope protection structure of the embodiment. In the figure, 12 is a protective body, 12a is a protective body upper surface, 12b is an engaging projection, 12c is an engaging portion, 13 is a protective body, and 13a is a protective body upper surface. In another example of the embodiment, the upper and lower surfaces of the protection body are surrounded by a resin net to have a space inside. In this way, the protection body may be lightened so that the protection body can be easily carried or installed. Other symbols, configurations, functions, and usages are the same as those in the first or second embodiment.

【0014】[0014]

【発明の効果】本発明によれば、水の通過をよくして水
が法面表面又は法面中に溜まらないようにし、かつ法面
を補強して安定するよう保護できる。アンカーの地上定
着部の間から露出した法面の表面を覆うようにコンクリ
ート製の保護体を配置したものは、さらに法面の補強を
強くして法面を安定させて保護することができる。保護
体をFRP製にしたものは、楽に作業を行える法面保護
構造にできる。保護体を樹脂製又は樹脂製のネットにし
たものは、楽に作業を行うことができ、コストを抑制し
た法面保護構造にできる。保護体が、上面側の網目又は
開口部より下面側の網目又は開口部が少なくなる構造に
したものは、法面の土砂の流出を防いでさらに確実に法
面を保護する。保護体の下面の上方又は下方に植生布を
設けて植物が植生しやすいようにしたものは、自然な法
面にし、かつ自然の力でさらに法面を安定させて保護す
ることができる。保護体の端部に係合部を設けたもの
は、保護体同士が連結するようにして、保護体法面への
取り付けをより強く確実にする。アンカーの地上定着部
が十字形状であるものは、法面を十字で押さえて、十分
に法面を補強できるようにして法面をさらに安定するよ
う保護する。充填部材が多孔質であるものは、土砂の流
出をさらに防ぎ、かつ植物が植生しやすいようにして、
さらに法面を確実に保護できるようにする。充填部材が
軽石であるものは、安価で、軽量な保護体にすることに
より作業性をよくする法面保護構造にできる。
According to the present invention, it is possible to improve the passage of water so that water does not accumulate on or on the slope surface, and to protect the slope surface by reinforcing it. In the case where the concrete protection body is arranged so as to cover the surface of the slope exposed from between the ground anchoring portions of the anchor, the slope can be further reinforced to stabilize and protect the slope. When the protection body is made of FRP, the slope protection structure can be easily operated. When the protection body is made of a resin or a net made of a resin, the work can be performed easily and a slope protection structure with reduced cost can be provided. When the protective body has a structure in which the mesh or opening on the lower surface side is smaller than the mesh or opening on the upper surface side, the slope is more reliably protected by preventing the outflow of earth and sand on the slope. A vegetation cloth provided above or below the lower surface of the protective body so that plants can be easily vegetated can be protected with a natural slope, and further stabilize the slope with natural force. The protection body provided with the engaging portion at the end portion connects the protection bodies to each other, so that the protection body is more securely attached to the slope of the protection body. If the anchor has a cross-shaped anchoring section, the slope is held down with a cross so that the slope can be sufficiently reinforced and the slope can be further stabilized. If the filling member is porous, further prevent outflow of earth and sand, and make it easier for plants to vegetate,
Also ensure that the slope is protected. When the filling member is made of pumice, a slope protection structure that improves workability can be obtained by using an inexpensive and lightweight protective body.

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

【図1】実施例1の法面保護構造の説明図である。FIG. 1 is an explanatory diagram of a slope protection structure according to a first embodiment.

【図2】実施例1の法面保護構造の平面図である。FIG. 2 is a plan view of a slope protection structure according to the first embodiment.

【図3】実施例1の法面保護構造の保護体同士の連結部
分を示す説明図である。
FIG. 3 is an explanatory view showing a connection portion between protective bodies of the slope protection structure according to the first embodiment.

【図4】実施例2の法面保護構造の説明図である。FIG. 4 is an explanatory diagram of a slope protection structure according to a second embodiment.

【図5】実施例2の法面保護構造の平面図である。FIG. 5 is a plan view of a slope protection structure according to a second embodiment.

【図6】実施例の法面保護構造の他の例の説明図であ
る。
FIG. 6 is an explanatory view of another example of the slope protection structure of the embodiment.

【図7】実施例の法面保護構造の他の例の説明図であ
る。
FIG. 7 is an explanatory diagram of another example of the slope protection structure of the embodiment.

【図8】実施例の法面保護構造の他の例の説明図であ
る。
FIG. 8 is an explanatory diagram of another example of the slope protection structure of the embodiment.

【図9】実施例の法面保護構造の他の例の説明図であ
る。
FIG. 9 is an explanatory view of another example of the slope protection structure of the embodiment.

【符号の説明】[Explanation of symbols]

1 保護体 1a 保護体上面 1b 保護体下面 1c 軽石 1d 係合片 1e 係合凹部 2 アンカー 2a 地上定着部 2b 引張部材 4 保護体 4a 保護体上面 4b 保護体下面 4c 砂利石 4d 係合部 5 アンカー 5a 地上定着部 5b 引張部材 5c 係合部 6 ワイヤー 7 植生布 9 保護体 9a 保護体上面 9b 係合突部 9c 係合部 10 保護体 10a 保護体上面 12 保護体 12a 保護体上面 12b 係合突部 12c 係合部 13 保護体 13a 保護体上面 30 法面 DESCRIPTION OF SYMBOLS 1 Protective body 1a Protective body upper surface 1b Protective body lower surface 1c Pumice 1d Engagement piece 1e Engagement concave part 2 Anchor 2a Ground fixing part 2b Tension member 4 Protective body 4a Protective body upper surface 4b Protective body lower surface 4c Gravel stone 4d Engaging part 5 Anchor 5a Ground fixing part 5b Tension member 5c Engagement part 6 Wire 7 Vegetable cloth 9 Protective body 9a Protective body upper surface 9b Engagement protrusion 9c Engagement part 10 Protective body 10a Protective body upper surface 12 Protective body 12a Protective body upper surface 12b Engagement protrusion Part 12c Engagement part 13 Protective body 13a Protective body upper surface 30 Slope

Claims (14)

【特許請求の範囲】[Claims] 【請求項1】 法面地盤中に複数のアンカーの引張部材
を所定間隔離して打設し、内部に空間を有し上下面に内
部空間と連通する多数の開口部を設けたコンクリート製
の保護体を法面の表面を覆うように配置し、同保護体の
開口部より大きい塊状の充填部材を保護体の内部空間に
多数封入し、アンカーの地上定着部を前記保護体上に設
置し、同地上定着部をアンカーの引張部材の法面からの
突出部分に緊締するように止着し、充填部材を封入した
保護体で法面を覆って法面の保護を行う法面保護構造。
1. A concrete protection device in which tension members of a plurality of anchors are cast into a slope ground with a predetermined distance therebetween, and a plurality of openings are provided on the upper and lower surfaces which communicate with the inner space. The body is disposed so as to cover the surface of the slope, a large number of bulky filling members larger than the opening of the protective body are sealed in the internal space of the protective body, and a ground anchoring portion of the anchor is installed on the protective body, A slope protection structure in which the ground fixing section is fastened to the projecting portion of the anchor from the slope of the tension member so as to be tightened, and the slope is protected by covering the slope with a protective body in which a filling member is sealed.
【請求項2】 法面地盤に複数のアンカーの引張部材を
所定間隔離して打設し、法面上に配置したアンカーの引
張部材の突出部分にアンカーの地上定着部を止着し、内
部に空間を有し上下面に内部空間と連通する多数の開口
部を設けたコンクリート製の保護体をアンカーの地上定
着部間の露出した法面の表面を覆うように配置し、同保
護体の開口部より大きい充填部材を保護体の内部空間に
多数封入し、保護体とアンカーの地上定着部を連結し、
充填部材を封入した保護体で法面を覆って法面の保護を
行う法面保護構造。
2. A plurality of anchor tension members are cast on a slope ground at a predetermined interval, and a ground anchoring portion of the anchor is fixed to a protruding portion of the anchor tension member arranged on the slope, and the anchor is fixed inside. A protective body made of concrete, which has a space and is provided with a large number of openings on the upper and lower surfaces communicating with the internal space, is arranged so as to cover the surface of the exposed slope between the anchors on the ground, and the opening of the protective body is provided. A large number of filling members larger than the part are enclosed in the inner space of the protective body, and the protective body and the anchor fixing part of the anchor are connected,
A slope protection structure that protects the slope by covering the slope with a protective body enclosing a filling member.
【請求項3】 法面地盤中に複数のアンカーの引張部材
を所定間隔離して打設し、内部に空間を有し上下面に内
部空間と連通する多数の開口部を設けたFRP製の保護
体を法面の表面を覆うように配置し、同保護体の開口部
より大きい塊状の充填部材を保護体の内部空間に多数封
入し、アンカーの地上定着部を前記保護体上に設置し、
同地上定着部をアンカーの引張部材の法面からの突出部
分に緊締するように止着し、充填部材を封入した保護体
で法面を覆って法面の保護を行う法面保護構造。
3. An FRP protection device in which tension members of a plurality of anchors are cast in a slope ground at predetermined intervals, and a plurality of openings are provided inside the upper surface and upper and lower surfaces communicating with the inner space. The body is disposed so as to cover the surface of the slope, a large number of bulky filling members larger than the opening of the protective body are sealed in the internal space of the protective body, and a ground anchoring portion of the anchor is installed on the protective body,
A slope protection structure in which the ground fixing section is fastened to the projecting portion of the anchor from the slope of the tension member so as to be tightened, and the slope is protected by covering the slope with a protective body in which a filling member is sealed.
【請求項4】 法面地盤に複数のアンカーの引張部材を
所定間隔離して打設し、法面上に配置したアンカーの引
張部材の突出部分にアンカーの地上定着部を止着し、内
部に空間を有し上下面に内部空間と連通する多数の開口
部を設けたFRP製の保護体をアンカーの地上定着部間
の露出した法面の表面を覆うように配置し、同保護体の
開口部より大きい充填部材を保護体の内部空間に多数封
入し、保護体とアンカーの地上定着部を連結し、充填部
材を封入した保護体で法面を覆って法面の保護を行う法
面保護構造。
4. A plurality of anchor tension members are cast on a slope ground with a predetermined distance therebetween, and a ground anchoring portion of the anchor is fixed to a protruding portion of the anchor tension member arranged on the slope, and the anchor is fixed inside. A protective body made of FRP, which has a space and is provided with a large number of openings communicating with the internal space on the upper and lower surfaces, is arranged so as to cover the surface of the exposed slope between the anchoring portions of the anchor, and the opening of the protective body is provided. A large number of filling members larger than the part are enclosed in the inner space of the protection body, the protection body and the anchoring part of the anchor are connected, and the slope is protected by covering the slope with the protection body containing the filling member. Construction.
【請求項5】 法面地盤中に複数のアンカーの引張部材
を所定間隔離して打設し、内部に空間を有し上下面に内
部空間と連通する多数の開口部を設けた樹脂製の保護体
を法面の表面を覆うように配置し、同保護体の開口部よ
り大きい塊状の充填部材を保護体の内部空間に多数封入
し、アンカーの地上定着部を前記保護体上に設置し、同
地上定着部をアンカーの引張部材の法面からの突出部分
に緊締するように止着し、充填部材を封入した保護体で
法面を覆って法面の保護を行う法面保護構造。
5. A resin protection in which tension members of a plurality of anchors are cast in a slope ground at predetermined intervals, and a plurality of openings are provided on the upper and lower surfaces which communicate with the inner space. The body is disposed so as to cover the surface of the slope, a large number of bulky filling members larger than the opening of the protective body are sealed in the internal space of the protective body, and a ground anchoring portion of the anchor is installed on the protective body, A slope protection structure in which the ground fixing section is fastened to the projecting portion of the anchor from the slope of the tension member so as to be tightened, and the slope is protected by covering the slope with a protective body in which a filling member is sealed.
【請求項6】 法面地盤に複数のアンカーの引張部材を
所定間隔離して打設し、法面上に配置したアンカーの引
張部材の突出部分にアンカーの地上定着部を止着し、内
部に空間を有し上下面に内部空間と連通する多数の開口
部を設けた樹脂製の保護体をアンカーの地上定着部間の
露出した法面の表面を覆うように配置し、同保護体の開
口部より大きい充填部材を保護体の内部空間に多数封入
し、保護体とアンカーの地上定着部を連結し、充填部材
を封入した保護体で法面を覆って法面の保護を行う法面
保護構造。
6. A plurality of anchor tension members are cast on the slope ground at a predetermined interval, and a ground anchoring portion of the anchor is fixed to a projecting portion of the anchor tension member disposed on the slope, and the anchor is fixed inside. A resin protective body having a space and provided with a number of openings on the upper and lower surfaces communicating with the internal space is arranged so as to cover the surface of the exposed slope between the anchoring portions of the anchor, and the opening of the protective body is provided. A large number of filling members larger than the part are enclosed in the inner space of the protection body, the protection body and the anchoring part of the anchor are connected, and the slope is protected by covering the slope with the protection body containing the filling member. Construction.
【請求項7】 法面地盤中に複数のアンカーの引張部材
を所定間隔離して打設し、上下面を樹脂製のネットで囲
んで内部に空間を有するようにした保護体を法面の表面
を覆うように配置し、同保護体の網目より大きい塊状の
充填部材を保護体の内部空間に多数封入し、アンカーの
地上定着部を前記保護体上に設置し、同地上定着部をア
ンカーの引張部材の法面からの突出部分に緊締するよう
に止着し、充填部材を封入した保護体で法面を覆って法
面の保護を行う法面保護構造。
7. A protective body in which tension members of a plurality of anchors are cast at predetermined intervals in a slope ground, and upper and lower surfaces are surrounded by a resin net so as to have a space inside, and a protective body is provided on the slope surface. , A large number of bulky filling members larger than the mesh of the protective body are sealed in the inner space of the protective body, the anchor fixing part on the ground is installed on the protective body, and the fixing part on the ground is fixed to the anchor. A slope protection structure in which a tension member is fixed to a projecting portion of the slope from the slope to be tight, and the slope is protected by covering the slope with a protective body in which a filling member is sealed.
【請求項8】 法面地盤に複数のアンカーの引張部材を
所定間隔離して打設し、法面上に配置したアンカーの引
張部材の突出部分にアンカーの地上定着部を止着し、上
下面を樹脂製のネットで囲んで内部に空間を有するよう
にした保護体をアンカーの地上定着部間の露出した法面
の表面を覆うように配置し、同保護体の網目より大きい
充填部材を保護体の内部空間に多数封入し、保護体とア
ンカーの地上定着部を連結し、充填部材を封入した保護
体で法面を覆って法面の保護を行う法面保護構造。
8. A plurality of anchor tension members are cast on a slope ground with a predetermined distance therebetween, and a ground anchoring portion of the anchor is fixed to a protruding portion of the anchor tension member disposed on the slope surface. Is surrounded by a resin net and a protective body with a space inside is placed so as to cover the surface of the exposed slope between the anchors on the ground, and protects the filling member larger than the mesh of the protective body. A slope protection structure in which a large number of enclosures are enclosed in the body's internal space, the protection body and the anchoring portion of the anchor are connected, and the slope is protected by covering the slope with a protection body in which a filling member is enclosed.
【請求項9】 保護体が、上面側の網目又は開口部より
下面側の網目又は開口部が小さくなる構造にした請求項
1〜8いずれかに記載の法面の保護構造。
9. The slope protection structure according to claim 1, wherein the protection body has a structure in which a mesh or opening on the lower surface side is smaller than a mesh or opening on the upper surface side.
【請求項10】 保護体の下面の上方又は下方に植生布
を設けて植物が植生しやすいようにした請求項1〜9い
ずれかに記載の法面保護構造。
10. The slope protection structure according to claim 1, wherein a vegetation cloth is provided above or below a lower surface of the protection body so that plants can be easily vegetated.
【請求項11】 保護体の端部に係合部を設けて、保護
体同士を複数連結した請求項1〜10いずれかに記載の
法面保護構造。
11. The slope protection structure according to claim 1, wherein an engagement portion is provided at an end of the protection body, and a plurality of the protection bodies are connected to each other.
【請求項12】 アンカーの地上定着部が、十字形状で
ある構造にした請求項1〜11いずれかに記載の法面保
護構造。
12. The slope protection structure according to claim 1, wherein the ground anchoring portion of the anchor has a cross shape.
【請求項13】 充填部材が多孔質のものである請求項
1〜12いずれかに記載の法面保護構造。
13. The slope protection structure according to claim 1, wherein the filling member is porous.
【請求項14】 充填部材が軽石である請求項1〜13
いずれかに記載の法面保護構造。
14. The filling member is pumice stone.
The slope protection structure according to any one of the above.
JP2000243653A 2000-08-11 2000-08-11 Slope protection structure Expired - Fee Related JP3682212B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000243653A JP3682212B2 (en) 2000-08-11 2000-08-11 Slope protection structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000243653A JP3682212B2 (en) 2000-08-11 2000-08-11 Slope protection structure

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JP2002054146A true JP2002054146A (en) 2002-02-20
JP3682212B2 JP3682212B2 (en) 2005-08-10

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ID=18734465

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Application Number Title Priority Date Filing Date
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Country Link
JP (1) JP3682212B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110067251A (en) * 2019-04-15 2019-07-30 红河州蒙屏高速公路投资建设开发有限公司 For the prefabricated reinforced concrete anchor pier of slope reinforcement and production and construction method

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH047415A (en) * 1990-04-25 1992-01-10 Furii Kogyo Kk Structure of anchor plate and method for constructing anchor supporting beam
JPH08296232A (en) * 1995-04-25 1996-11-12 Nouken:Kk Greening block and construction method for greening
JPH11158896A (en) * 1997-11-26 1999-06-15 Taiheiyo Cement Corp Ecosystem-developing panel and its manufacture

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH047415A (en) * 1990-04-25 1992-01-10 Furii Kogyo Kk Structure of anchor plate and method for constructing anchor supporting beam
JPH08296232A (en) * 1995-04-25 1996-11-12 Nouken:Kk Greening block and construction method for greening
JPH11158896A (en) * 1997-11-26 1999-06-15 Taiheiyo Cement Corp Ecosystem-developing panel and its manufacture

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