JPH08144288A - Constructing method of stepped retaining wall and tree-planting method - Google Patents

Constructing method of stepped retaining wall and tree-planting method

Info

Publication number
JPH08144288A
JPH08144288A JP32407794A JP32407794A JPH08144288A JP H08144288 A JPH08144288 A JP H08144288A JP 32407794 A JP32407794 A JP 32407794A JP 32407794 A JP32407794 A JP 32407794A JP H08144288 A JPH08144288 A JP H08144288A
Authority
JP
Japan
Prior art keywords
retaining wall
staircase
net
stepped
pocket
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
JP32407794A
Other languages
Japanese (ja)
Other versions
JP2824561B2 (en
Inventor
Masanobu Yamamoto
正信 山本
Shigeyuki Hattori
重之 服部
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.)
Fujimi Green Eng Kk
TOYO SOGO KENKYUSHO KK
Original Assignee
Fujimi Green Eng Kk
TOYO SOGO KENKYUSHO 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 Fujimi Green Eng Kk, TOYO SOGO KENKYUSHO KK filed Critical Fujimi Green Eng Kk
Priority to JP6324077A priority Critical patent/JP2824561B2/en
Publication of JPH08144288A publication Critical patent/JPH08144288A/en
Application granted granted Critical
Publication of JP2824561B2 publication Critical patent/JP2824561B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

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

Abstract

PURPOSE: To improve workability and enable the execution of works at low cost, to construct a solid retaining wall and to realize the construction of the solid retaining wall and the tree planting of the retaining wall simultaneously and surely. CONSTITUTION: A curing sheet 2 is stretched on a slope 1, stepped net bodies 4 with opening sections 3 are fixed onto the slope 1 by anchors 5 in top faces at each step and pockets 6 are formed. The stepped net bodies 4 are reinforced by reinforcements, a vegetation block material 17 is charged into the pockets 6, and concrete 10 is placed into the pockets 6, thus building a stepped retaining wall A. A vegetation block material 19 is charged or sprayed to the surface of the retaining wall A, thus attaining vegetation. The vegetation block material 19 is stabilized by the stepped sections of the stepped retaining wall A. Water supply such as spring water is conducted from the bedrock side through the vegetation block material 17. The roots of plants 20 are penetrated into the vegetation block material 17 and reach the bedrock side, thus unifying the stepped retaining wall A and the vegetation block material 19 through the plants 20.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、斜面の安定を図る階段
状擁壁の構築方法と、さらに緑化をも同時に図る階段状
擁壁の緑化方法とに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing a stepped retaining wall for stabilizing a slope and a method for greening a stepped retaining wall for simultaneously performing greening.

【0002】[0002]

【従来の技術】従来、斜面を補強するためコンクリート
の吹付けやコンクリート擁壁の構築等が行われている。
また、斜面を緑化するため、斜面に構築した法枠の中に
植生基盤材を吹付けたり植生土嚢を積み重ねたりする工
法が行われている。
2. Description of the Related Art Conventionally, concrete has been sprayed or concrete retaining walls have been constructed to reinforce slopes.
In addition, in order to green the slopes, a method of spraying vegetation base materials or stacking vegetation sandbags is used in the slope frame constructed on the slopes.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上記コ
ンクリートの吹付けによる場合は、耐久性に乏しく、景
観も悪く、然も吹付けコンクリートの表面に植生するこ
とが不可能であった。そこで、最近では吹付けコンクリ
ートの一部を取除き、そこに植生基盤材を袋詰めしたも
のを据え付け、その上面を除く表面にコンクリートを吹
付けて植生を図る方法が試みられているが、施工が容易
でなく経済的でなかった。コンクリート擁壁の構築によ
る場合は、堅牢ではあるが景観が悪く、また、植生基盤
材を袋詰めしたものをコンクリート擁壁の表面にアンカ
ーを用いて取付け、その上面を除く表面にコンクリート
を吹付けて植生を図る方法が試みられているが、手間が
かかり経済的でなく、然も地山側から水分が供給されな
いため植物の生育に支障があった。
However, when the concrete is sprayed, the durability is poor and the scenery is poor, and it is impossible to vegetate on the surface of the sprayed concrete. Therefore, recently, a method has been attempted in which a part of sprayed concrete is removed, a vegetation base material is packed in a bag, and concrete is sprayed on the surface excluding the top surface of the sprayed vegetation. It wasn't easy or economical. In the case of constructing a concrete retaining wall, it is sturdy but the scenery is poor.In addition, a bag of vegetation base material is attached to the surface of the concrete retaining wall using an anchor, and concrete is sprayed on the surface except the upper surface. A method of vegetation has been attempted, but it is time-consuming and uneconomical, and there is no water supply from the ground side, which hinders plant growth.

【0004】斜面に法枠を構築する工法による場合は、
該法枠内を降雨水が流れて植生基盤が洗掘されるため裸
地化が進んでいた。このため、金網を用いたりコンクリ
ートを吹付ける等の様々な試みが行われているが、尚十
分な対策とはなっていなかった。本発明が解決しようと
する課題は、上記のような従来の欠点を除去し、施工性
が優れ低コストにて実施が可能であり、然も堅牢な擁壁
を構築できる構築方法を提供すること、及び堅牢な擁壁
の構築とその緑化とを同時に確実に実現できる緑化方法
を提供することである。
In the case of the construction method of constructing a legal frame on a slope,
Since the rainwater flowed through the legal framework and the vegetation base was scourd, bare land was advancing. For this reason, various attempts have been made, such as using a wire net or spraying concrete, but it has not been a sufficient countermeasure. The problem to be solved by the present invention is to provide a construction method that eliminates the above-mentioned conventional drawbacks, has excellent workability, can be implemented at low cost, and can still construct a robust retaining wall. , And to provide a greening method capable of surely realizing the construction of a robust retaining wall and its greening at the same time.

【0005】[0005]

【課題を解決するための手段】本発明に係る階段状擁壁
の構築方法及び緑化方法は上記課題を解決したもので、
次の通りである。即ち、まず第1の階段状擁壁の構築方
法は、斜面1に養生シート2を張設した後、各段の上面
に開口部3を有する階段状網体4をアンカー5により上
記斜面1に固定してポケット6を形成し、階段状網体4
を鉄筋7、7’で補強してから、上記階段状網体4のポ
ケット6の中にコンクリート10を打設して階段状擁壁
Aを構築することを特徴とするものである。
Means for Solving the Problems A method for constructing a stepped retaining wall and a method for revegetation according to the present invention have solved the above problems.
It is as follows. That is, first, in the first method of constructing a stepped retaining wall, after the curing sheet 2 is stretched on the slope 1, the stepped net body 4 having the openings 3 on the upper surface of each step is fixed to the slope 1 by the anchor 5. It is fixed to form pockets 6 and has a step-like net body 4
Is reinforced with reinforcing bars 7 and 7 ', and then concrete 10 is placed in the pocket 6 of the staircase mesh body 4 to construct the staircase-shaped retaining wall A.

【0006】第2の階段状擁壁の構築方法は、斜面1に
養生シート2を張設した後、各段の上面に開口部3を有
する階段状網体4をアンカー5により上記斜面1に固定
してポケット6を形成し、左右に互いに間隔を隔てた階
段状網体4と階段状網体4との間に縦鉄筋12を、階段
状網体4の立上り面の前側に横鉄筋12’を、夫々配筋
してから、平面方向に見てU字形の縦網体13を上記縦
鉄筋12の外側に、上面に開口部14を有する一段状横
網体15を上記横鉄筋12’の外側に、夫々設け、上記
階段状網体4のポケット6、縦網体13及び横網体15
の中にコンクリート10を打設して法枠Bを有する階段
状擁壁Aを構築することを特徴とするものである。
In the second method of constructing the stepped retaining wall, after the curing sheet 2 is stretched on the slope 1, the stepped net body 4 having the openings 3 on the upper surface of each step is anchored to the slope 1 by the anchor 5. A vertical reinforcing bar 12 is provided between the stepwise net body 4 and the stepwise net body 4 which are fixed to each other to form a pocket 6 and are spaced apart from each other on the left and right, and a horizontal reinforcing bar 12 is provided on the front side of the rising surface of the staircase net body 4. ', The U-shaped vertical nets 13 are arranged on the outside of the vertical rebars 12, and the one-step horizontal nets 15 having openings 14 on the upper surface of the horizontal rebars 12' are arranged. The pocket 6, the vertical net body 13, and the horizontal net body 15 of the stepped net body 4 are provided on the outside respectively.
It is characterized in that the stepped retaining wall A having the method frame B is constructed by placing concrete 10 therein.

【0007】上記第1及び第2の階段状擁壁の構築方法
に於て、階段状網体4のポケット6の中にコンクリート
10を打設する前に該ポケット6の内底部に地山側から
表側へ通水する排水材8を投入した後、ポケット6の中
にコンクリート10を打設する場合がある。
In the above first and second step-like retaining wall construction methods, before the concrete 10 is placed in the pockets 6 of the step-like net body 4, the inner bottom of the pockets 6 from the ground side. In some cases, the concrete 10 is placed in the pocket 6 after the drainage material 8 that allows water to flow to the front side is introduced.

【0008】次に第1の階段状擁壁の緑化方法は、斜面
1に養生シート2を張設した後、各段の上面に開口部3
を有する階段状網体4をアンカー5により上記斜面1に
固定してポケット6を形成し、階段状網体4を鉄筋7、
7’で補強してから、上記ポケット6の中に表側から地
山側へ植物20の根が貫通する植生基盤材17を投入し
た後、ポケット6の中にコンクリート10を打設して階
段状擁壁Aを構築し、この階段状擁壁Aの表面に植生基
盤材19を投入又は吹付けて植生を図るものであり、第
2の階段状擁壁の緑化方法は、前記第1の階段状擁壁の
緑化方法に於て、階段状擁壁Aを構築した後、この階段
状擁壁Aの前側に金網18を張設してから、階段状擁壁
Aの表面に植生基盤材19を投入又は吹付けて植生を図
るものである。
Next, the first method of greening the stepped retaining wall is as follows. After the curing sheet 2 is stretched on the slope 1, the opening 3 is formed on the upper surface of each step.
The step-like net body 4 having the above is fixed to the slope 1 by the anchor 5 to form the pocket 6, and the step-like net body 4 is rebar 7,
After reinforced with 7 ', vegetation base material 17 through which the roots of plants 20 penetrate from the front side to the ground side is put into the pocket 6, and then concrete 10 is placed in the pocket 6 to hold a staircase. The wall A is constructed, and the vegetation base material 19 is put or sprayed on the surface of the stepped retaining wall A to achieve vegetation. The second stepped retaining wall is planted in the first stepped shape. In the greening method of the retaining wall, after constructing the stepped retaining wall A, the wire mesh 18 is stretched on the front side of the stepped retaining wall A, and then the vegetation base material 19 is provided on the surface of the stepped retaining wall A. It aims at vegetation by throwing in or spraying.

【0009】第3の階段状擁壁の緑化方法は、斜面1に
養生シート2を張設した後、各段の上面に開口部3を有
する階段状網体4をアンカー5により上記斜面1に固定
してポケット6を形成し、左右に互いに間隔を隔てた階
段状網体4と階段状網体4との間に縦鉄筋12を、階段
状網体4の立上り面の前側に横鉄筋12’を、夫々配筋
してから、平面方向に見てU字形の縦網体13を上記縦
鉄筋12の外側に、上面に開口部14を有する一段状横
網体15を上記横鉄筋12’の外側に、夫々設け、上記
ポケット6の中に表側から地山側へ植物20の根が貫通
する植生基盤材17を投入した後、上記ポケット6、縦
網体13及び横網体15の中にコンクリート10を打設
して法枠Bを有する階段状擁壁Aを構築し、この階段状
擁壁Aの表面に植生基盤材19を投入又は吹付けて植生
を図るものであり、第4の階段状擁壁の緑化方法は、前
記第3の階段状擁壁の緑化方法に於て、法枠Bを有する
階段状擁壁Aを構築した後、この階段状擁壁Aの法枠B
を除く前側に金網18を張設してから、階段状擁壁Aの
表面に植生基盤材19を投入又は吹付けて植生を図るも
のである。
The third step-like retaining wall greening method is as follows. After the curing sheet 2 is stretched on the slope 1, the step-like net body 4 having the opening 3 on the upper surface of each step is fixed to the slope 1 by the anchor 5. A vertical reinforcing bar 12 is provided between the stepwise net body 4 and the stepwise net body 4 which are fixed to each other to form a pocket 6 and are spaced apart from each other on the left and right, and a horizontal reinforcing bar 12 is provided on the front side of the rising surface of the staircase net body 4. ', The U-shaped vertical nets 13 are arranged on the outside of the vertical rebars 12, and the one-step horizontal nets 15 having openings 14 on the upper surface of the horizontal rebars 12' are arranged. The vegetation base material 17 through which the root of the plant 20 penetrates from the front side to the ground side is provided in each of the outsides of the pockets 6, and then the concrete 10 is inserted into the pocket 6, the vertical net body 13, and the horizontal net body 15. To construct a staircase-shaped retaining wall A having a slope B, and vegetation on the surface of this staircase-shaped retaining wall A. A board material 19 is thrown in or sprayed to achieve vegetation, and the fourth stepwise retaining wall greening method is the stepwise step having the legal frame B in the third stepwise retaining wall greening method. After constructing the retaining wall A, the legal frame B of this stepped retaining wall A
After the wire netting 18 is stretched on the front side except for, the vegetation base material 19 is thrown in or sprayed on the surface of the stepped retaining wall A for vegetation.

【0010】[0010]

【作用】斜面1に張設された養生シート2は透水性であ
り、打設されるコンクリート10に地山の泥土が混入す
るのを防止すると共に、コンクリート10中の余剰水を
排水して強度等の品質を向上させる。また、地山からの
湧水等の排水を促進させる機能をも有する。階段状網体
4は型枠としての機能を果し、また、その形状を階段状
としたから、各段を作業足場として利用できると共に、
コンクリート10の打ち込み時に於ける衝撃並びに該コ
ンクリート10の流下速度を緩和し、これにより階段状
網体4の破損が防止される。階段状網体4のポケット6
の内底部に排水材8を投入することにより排水手段が構
築され、地山からの湧水等は該排水材8を通って階段状
擁壁Aの表側へ排水される。
The functioning sheet 2 stretched over the slope 1 is water-permeable and prevents the soil 10 from being mixed into the concrete 10 to be placed, and at the same time drains the excess water in the concrete 10 and strengthens it. Etc. to improve the quality. It also has the function of promoting drainage such as spring water from the ground. The staircase net 4 functions as a formwork, and since the shape is stepwise, each step can be used as a work scaffold, and
The impact at the time of driving the concrete 10 and the flow-down velocity of the concrete 10 are alleviated, whereby the damage of the staircase mesh body 4 is prevented. Pocket 6 of staircase mesh 4
A drainage means is constructed by introducing the drainage material 8 into the inner bottom portion of the groundwater, and spring water or the like from the natural ground is drained to the front side of the stepped retaining wall A through the drainage material 8.

【0011】階段状擁壁の緑化方法に於て、階段状擁壁
Aの表面に投入又は吹付けられた植生基盤材19は該階
段状擁壁Aの段部によって安定する。尚、階段状擁壁A
の前側に金網18を張設した場合には、該金網18によ
り植生基盤材19はより一層安定する。階段状網体4の
ポケット6の中に収容された植生基盤材17は、地山か
らの湧水等を、階段状擁壁Aの表面に投入又は吹付けら
れた植生基盤材19中へ通す機能と、植物20の根を地
山側へ到達させる機能とを有する。
In the greening method of the stepped retaining wall, the vegetation base material 19 thrown into or sprayed on the surface of the stepped retaining wall A is stabilized by the step portion of the stepped retaining wall A. In addition, staircase-shaped retaining wall A
When the wire net 18 is stretched on the front side of the vegetation, the wire net 18 further stabilizes the vegetation base material 19. The vegetation base material 17 housed in the pockets 6 of the staircase-shaped net body 4 allows spring water or the like from the natural ground to pass into the vegetation basement material 19 which is thrown into or sprayed on the surface of the stepped retaining wall A. It has a function and a function of making the root of the plant 20 reach the natural ground side.

【0012】[0012]

【実施例】階段状擁壁の構築方法の発明の実施例1を図
1及び図2に基づいて説明する。 勾配約70度、高さ4.2m、横幅8mの斜面1に
養生シート2を張設した(図1a)。この養生シート2
は、繊維を稲藁ムシロの如く織った農業の日除け用に用
いられる塩化ビニル製養生シートで、透水性であると共
に植物の根が貫通しうる程度のものを用いた。 図2aに示すように各段の上面に開口部3を有する
金属製の階段状網体4をピンアンカー(径16mm、長
さ400mm)5により上記斜面1に固定してポケット
6を形成した(図1b)。階段状網体4は、図2aに示
すように各段の立上り面と上面とのなす角度が直角なも
のの他、図2bに示すように当該角度が90度以上の場
合や図面には示してないが90度以下の場合もある。
尚、材料としては線径3.2mmの金属製線材を用い
た。 階段状網体4を鉄筋7、7’で補強した(図1
c)。縦方向の鉄筋7は、階段状網体4の各段の立上り
面の下端部の網目を貫通させて取付けた。横方向の鉄筋
7’は、階段状網体4に於ける段上の地山側の角に配筋
した。これら鉄筋7、7’は径13mmの異形鉄筋を用
いた。
[Embodiment] Embodiment 1 of the invention of a method of constructing a stepped retaining wall will be described with reference to FIGS. A curing sheet 2 was stretched on a slope 1 having a slope of about 70 degrees, a height of 4.2 m, and a width of 8 m (Fig. 1a). This curing sheet 2
Is a vinyl chloride curing sheet which is used as an awning for agriculture, in which fibers are woven like rice straw muscillo, and it has water permeability and is capable of penetrating plant roots. As shown in FIG. 2a, a metal stepped net body 4 having an opening 3 on the upper surface of each step is fixed to the slope 1 by a pin anchor (diameter 16 mm, length 400 mm) 5 to form a pocket 6 ( Figure 1b). As shown in FIG. 2a, the staircase net 4 has a right angle between the rising surface and the upper surface of each step, and as shown in FIG. There is a case where it is less than 90 degrees, though it is not.
A metal wire rod having a wire diameter of 3.2 mm was used as the material. The staircase mesh body 4 was reinforced with reinforcing bars 7 and 7 '(Fig. 1
c). The longitudinal reinforcing bars 7 were attached by penetrating the mesh of the lower end portion of the rising surface of each step of the staircase mesh body 4. The horizontal reinforcing bars 7'are arranged at the corners of the staircase net 4 on the side of the ground. Deformed bars having a diameter of 13 mm were used for these bars 7 and 7 '.

【0013】 透水性の土嚢袋(上記養生シート2と
同等の材質の製品)に荒砂利を収容してなる排水材8を
階段状網体4のポケット6の内底部に1平米(斜面1の
面積)当たり1個投入した(図1c)。 階段状網体4の法肩のポケット6の中に生コン車9
からコンクリート10を直接流し込んだ(図1d)。コ
ンクリート10は、最上部のポケット6が充填されると
溢れ出て下段のポケット6に流れ込み、順次上段から充
填されていった。コンクリート10は階段状に流下する
ため、その流れは減速されて速度が緩慢となり、ポケッ
ト6に十分に充填されることが確認された。これによ
り、階段状擁壁Aが構築された。
A drainage material 8 in which gravel is stored in a water-permeable sandbag (a product made of the same material as the above-mentioned curing sheet 2) is placed on the inside bottom of the pocket 6 of the staircase mesh body 4 on one square meter (of the slope 1). One was added per area) (Fig. 1c). In the pocket 6 on the shoulder of the staircase net 4, the raw concrete car 9
Concrete 10 was poured directly from the ground (Fig. 1d). When the uppermost pocket 6 was filled, the concrete 10 overflowed, flowed into the lower pocket 6, and was sequentially filled from the upper stage. It was confirmed that since the concrete 10 flows down in a stepwise manner, the flow is decelerated and the speed becomes slow, and the pocket 6 is sufficiently filled. Thereby, the staircase-shaped retaining wall A was constructed.

【0014】尚、コンクリート10を打設する前に、予
め、階段状網体4の立上り面を介して排水材8の前面に
段ボール製等の防護板11を重ねて留めておき、コンク
リート10を打設した後に該防護板11を取外すように
することが望ましい。これにより、排水材8の前面及び
これに重なる階段状網体4の立上り面がコンクリートで
隠蔽されて排水機能が失われる虞れを確実に解消するこ
とができる。また、階段状網体4の外側に補強用の鉄筋
7、7’の全体又は部分が露出する場合には、これをコ
ンクリート10で覆うようにすることが強度を向上させ
るため望ましい。
Before placing the concrete 10, a protective plate 11 made of corrugated cardboard or the like is overlapped and fixed on the front surface of the drainage material 8 through the rising surface of the staircase net 4 in advance. It is desirable to remove the protective plate 11 after the driving. As a result, it is possible to reliably eliminate the risk that the front surface of the drainage material 8 and the rising surface of the staircase mesh body 4 overlapping with the drainage material 8 will be hidden by the concrete and the drainage function will be lost. Further, when the reinforcing bars 7, 7 ′ for reinforcement are wholly or partially exposed to the outside of the staircase net 4, it is desirable to cover them with concrete 10 in order to improve the strength.

【0015】階段状擁壁の構築方法の発明の実施例2を
図3ないし図7に基づいて説明する。 実施例1のと同様、斜面1に養生シート2を張設
した(図3a)。 実施例1のと同様、各段の上面に開口部3を有す
る金属製の階段状網体4をピンアンカー5により上記斜
面1に固定してポケット6を形成した(図3b)。 図4に示すように、左右に互いに間隔を隔てた階段
状網体4と階段状網体4との間に、径13mmの異形鉄
筋を用いて四角柱状に形成した縦鉄筋12を配筋し、ま
た階段状網体4に於ける所定の段の立上り面の前側に、
径13mmの異形鉄筋を用いて四角柱状に形成した横鉄
筋12’を配筋した(図3c)。
A second embodiment of the invention of a method of constructing a stepped retaining wall will be described with reference to FIGS. As in Example 1, a curing sheet 2 was stretched on the slope 1 (FIG. 3a). In the same manner as in Example 1, a metal stepped net body 4 having an opening 3 on the upper surface of each step was fixed to the inclined surface 1 by a pin anchor 5 to form a pocket 6 (FIG. 3b). As shown in FIG. 4, a vertical reinforcing bar 12 formed in a rectangular column shape using deformed reinforcing bars having a diameter of 13 mm is arranged between the stepwise mesh bodies 4 and the staircase mesh bodies 4 which are spaced from each other on the left and right. , On the front side of the rising surface of the predetermined step in the staircase mesh 4,
A transverse reinforcing bar 12 ′ formed into a square pole shape using deformed reinforcing bars having a diameter of 13 mm was arranged (FIG. 3c).

【0016】 図6に示すように平面方向に見てU字
形の金属製縦網体13を上記縦鉄筋12の外側に設け、
また図7に示すように上面に開口部14を有する金属製
の一段状横網体15を上記横鉄筋12’の外側に設けた
(図3c、図5)。固定手段はピンアンカー16等を用
いた。尚、一段状横網体15は、図7aに示すように左
右両側面が開放しているもの又は図7bに例示するよう
に左右両側面若しくはそのいずれか一方に網部15aを
有するものを、使用場所に応じて選択して用いた。 実施例1のと同様、透水性の土嚢袋に荒砂利を収
容してなる排水材8を階段状網体4のポケット6(その
外側に横鉄筋12’を設けたポケットを除く)の内底部
に1平米(斜面1の面積)当たり1個投入した(図3
c)。 階段状網体4のポケット6、縦網体13及び横網体
15の中に生コン車9からコンクリート10を打ち込ん
だ(図3d)。これにより、法枠Bを有する階段状擁壁
Aが構築された。
As shown in FIG. 6, a U-shaped metal vertical net body 13 is provided outside the vertical reinforcing bar 12 when viewed in a plane direction,
Further, as shown in FIG. 7, a metal one-step horizontal net body 15 having an opening 14 on the upper surface was provided outside the horizontal reinforcing bar 12 ′ (FIGS. 3c and 5). A pin anchor 16 or the like was used as the fixing means. As the one-step horizontal net body 15, one having open left and right side surfaces as shown in FIG. 7a or one having net portions 15a on both left and right side surfaces as shown in FIG. 7b is used. It was selected and used according to the place. As in the first embodiment, the drainage material 8 in which the gravel is stored in the water-permeable sandbag is used as the inner bottom portion of the pocket 6 of the staircase mesh body 4 (excluding the pocket having the transverse rebar 12 'on the outside thereof). One per square meter (area of slope 1) was added to
c). Concrete 10 was poured into the pocket 6, the vertical net body 13 and the horizontal net body 15 of the staircase net body 4 from the ready-mixed concrete wheel 9 (Fig. 3d). Thereby, the staircase-shaped retaining wall A having the legal frame B was constructed.

【0017】階段状擁壁の緑化方法の発明の実施例を図
8に基づいて説明する。 階段状擁壁の構築方法の発明の実施例と同様、斜面
1に養生シート2を張設した(図8a)。 階段状擁壁の構築方法の発明の実施例と同様、各段
の上面に開口部3を有する金属製の階段状網体4をピン
アンカー5により上記斜面1に固定してポケット6を形
成した(図8b)。 階段状擁壁の構築方法の発明の実施例2のと同
様、左右に互いに間隔を隔てた階段状網体4と階段状網
体4との間に、径13mmの異形鉄筋を用いて四角柱状
に形成した縦鉄筋12を配筋し、また階段状網体4に於
ける所定の段の立上り面の前側に、径13mmの異形鉄
筋を用いて四角柱状に形成した横鉄筋12’を配筋した
(図3c)。
An embodiment of the invention of a method for greening a stepped retaining wall will be described with reference to FIG. Similar to the embodiment of the invention of the method of constructing the stepped retaining wall, the curing sheet 2 was stretched on the slope 1 (Fig. 8a). Similar to the embodiment of the invention of the method of constructing the stepped retaining wall, the metal stepped net body 4 having the opening 3 on the upper surface of each step is fixed to the slope 1 by the pin anchor 5 to form the pocket 6. (Fig. 8b). Similar to the second embodiment of the invention of the method for constructing the staircase-shaped retaining wall, a square pole shape is formed between the staircase-shaped net body 4 and the staircase-shaped net body 4 which are spaced from each other on the left and right sides by using deformed reinforcing bars having a diameter of 13 mm. The longitudinal reinforcing bars 12 formed in the above are arranged, and in the front side of the rising surface of the predetermined step in the staircase mesh body 4, the transverse reinforcing bars 12 ′ formed in the shape of a rectangular column using deformed reinforcing bars with a diameter of 13 mm are arranged. (Fig. 3c).

【0018】 階段状擁壁の構築方法の発明の実施例
2のと同様、平面方向に見てU字形の金属製縦網体1
3を上記縦鉄筋12の外側に設け、また、上面に開口部
14を有する金属製の一段状横網体15を上記横鉄筋1
2’の外側に設けた(図8c)。固定手段はピンアンカ
ー16等を用いた。 階段状網体4のポケット6(その外側に横鉄筋1
2’を設けたポケットを除く)の中に植生基盤材17を
投入した(図8c)。尚、後記するコンクリートの打ち
込み時に植生基盤材17とコンクリートとが混合するこ
とがないように、上述の養生シートを用いて植生基盤材
17を包み込むようにしておくことが望ましい。 階段状網体4のポケット6、縦網体13及び横網体
15の中に生コン車9からコンクリート10を打ち込ん
で、法枠Bを有する階段状擁壁Aを構築した(図8
d)。
Similar to the second embodiment of the invention of the method for constructing the staircase-shaped retaining wall, the U-shaped metal vertical net body 1 is viewed in the plane direction.
3 is provided on the outer side of the vertical reinforcing bar 12, and a metal one-step horizontal net body 15 having an opening 14 on the upper surface is provided on the horizontal reinforcing bar 1.
It was provided outside of 2 '(Fig. 8c). A pin anchor 16 or the like was used as the fixing means. The pocket 6 of the staircase mesh 4 (the horizontal rebar 1 on the outside thereof)
The vegetation base material 17 was put into the inside (excluding the pocket provided with 2 ') (FIG. 8c). In addition, it is desirable to wrap the vegetation base material 17 using the above-mentioned curing sheet so that the vegetation base material 17 and the concrete are not mixed when the concrete is poured, which will be described later. Concrete 10 was poured into the pocket 6, the vertical net body 13 and the horizontal net body 15 of the staircase net body 4 from the ready-mixed concrete car 9 to construct the staircase-like retaining wall A having the method frame B (Fig. 8).
d).

【0019】 階段状擁壁Aの法枠Bを除く前側に金
網18を張設した(図8e)。 階段状擁壁Aの表面に、草本や木本植物の種子を配
合した植生基盤材19を吹付けた(図8f)。1年後に
生育した様子を確認するため、コンクリート10の一部
を取除いて植生追跡調査を行った結果、植物(ヤマハ
ギ)20の根が植生基盤材17を通過して地山側に到達
していることが確認された。また、生育した樹木等は落
ち葉等を止める働きをすることから、落ち葉等が堆積し
て植生基盤が増加していることも確認された。
A wire mesh 18 was stretched on the front side of the stepped retaining wall A excluding the legal frame B (FIG. 8 e). The surface of the stepped retaining wall A was sprayed with a vegetation base material 19 containing seeds of herbs and woody plants (Fig. 8f). In order to confirm how it grew after one year, part of the concrete 10 was removed and a vegetation follow-up survey was carried out. As a result, the roots of the plants (Yamahagi) 20 passed through the vegetation base material 17 and reached the natural rock side. Was confirmed. In addition, it was also confirmed that the grown trees, etc., function to stop the fallen leaves, and that the fallen leaves, etc. are accumulated and the vegetation base is increasing.

【0020】尚、コンクリート10を打設する前に、予
め、階段状網体4の立上り面を介して植生基盤材17の
前面に段ボール製等の防護板11を重ねて留めておき、
コンクリート10を打設した後に該防護板11を取外す
ようにすることが望ましい。これにより、植生基盤材1
7の前面及びこれに重なる階段状網体4の立上り面がコ
ンクリートで隠蔽される虞れを確実に解消することがで
きる。
Before the concrete 10 is poured, a protective plate 11 made of cardboard or the like is fixed in advance on the front surface of the vegetation base material 17 through the rising surface of the staircase net 4,
It is desirable to remove the protective plate 11 after placing the concrete 10. As a result, the vegetation base material 1
It is possible to surely eliminate the risk that the front surface of 7 and the rising surface of the staircase mesh body 4 overlapping with the front surface of 7 are covered with concrete.

【0021】[0021]

【発明の効果】階段状擁壁の構築方法の発明は次のよう
な効果を発揮する。即ち、階段状網体が型枠としての機
能を果すため、一般の型枠を用いた場合と違って煩雑な
作業が不要である。階段状網体の各段を作業足場として
利用できるため、例えばコンクリートの締め固め等の作
業が容易に行われる。コンクリートを吹付けるのではな
く階段状網体のポケットの中に流し込むものであるか
ら、吹付機やコンプレッサー等の特殊な機械が不要であ
る。以上により、施工性が優れ且つ低コストにて実施可
能である。
The invention of the method of constructing the stepped retaining wall has the following effects. That is, since the staircase net functions as a formwork, unlike the case where a general formwork is used, complicated work is unnecessary. Since each step of the stair-like net can be used as a work scaffold, work such as compaction of concrete can be easily performed. Since concrete is poured into the pocket of the staircase mesh instead of being sprayed, no special machine such as a spraying machine or a compressor is required. As described above, the workability is excellent and the work can be performed at low cost.

【0022】階段状網体のポケットの中へのコンクリー
トの打ち込みにより階段状網体とコンクリートとが一体
化し、然も斜面に張設された養生シートにより打設され
るコンクリートへの地山の泥土の混入が防止され、流し
込まれたコンクリート中の余剰水は階段状網体や養生シ
ートを通過して除去され、これによりコンクリートの強
度等の品質が向上するから、堅牢な擁壁を構築すること
ができる。法枠を同時に構築することによりさらに強度
を向上させることができる。
[0021] The concrete of the staircase mesh and the concrete are integrated by driving the concrete into the pocket of the staircase mesh, and the mud of the natural ground to the concrete is cast by the curing sheet stretched on the slope. Of the concrete is prevented, and excess water in the poured concrete is removed by passing through the staircase mesh and curing sheet, which improves the quality such as the strength of the concrete, so build a strong retaining wall. You can The strength can be further improved by constructing the legal framework at the same time.

【0023】地山側から表側への排水手段を設けようと
する場合には、階段状網体のポケットの中にコンクリー
トを打ち込む前に該ポケットの内底部に排水材を投入す
ればよいので、施工が容易で確実である。
When it is desired to provide a drainage means from the ground side to the front side, it is sufficient to put the drainage material into the inner bottom portion of the pocket of the staircase mesh before driving concrete into the pocket. Is easy and reliable.

【0024】階段状擁壁の緑化方法の発明は次のような
効果を発揮する。即ち、階段状擁壁の表面に投入又は吹
付けられた植生基盤材は、該階段状擁壁の段部によって
安定するから、崩落する虞れがない。尚、階段状擁壁の
前側に金網を張設してから階段状擁壁の表面に植生基盤
材を投入又は吹付けた場合には、上記金網により植生基
盤材の崩落がより確実に防止される。然も、ポケットの
中に投入した植生基盤材を通じて地山側から湧水等の給
水が行われるので、擁壁面の緑化が確実になされる。さ
らには、植物の根は、上記ポケットの中に投入した植生
基盤材を貫通して地山側へ到達することとなるため、こ
れにより階段状擁壁及びその表面に投入又は吹付けられ
た植生基盤材は植物を介して地山と一体化するから、堅
牢な擁壁の構築とその緑化とを同時に確実に実現するこ
とができる。
The invention of the method for greening the stepped retaining wall has the following effects. That is, since the vegetation base material thrown into or sprayed on the surface of the stepped retaining wall is stabilized by the stepped portion of the stepped retaining wall, there is no risk of collapse. In addition, when the vegetation base material is thrown in or sprayed on the surface of the stepped retaining wall after the wire mesh is stretched on the front side of the stepped retaining wall, the wire mesh can more surely prevent the vegetation base material from collapsing. It However, since water such as spring water is supplied from the ground side through the vegetation base material that has been put into the pocket, greening of the retaining wall will be ensured. Furthermore, the root of the plant will penetrate the vegetation base material put into the pocket and reach the natural ground side, so that the vegetation base put or sprayed on the staircase-shaped retaining wall and its surface. Since the wood is integrated with the natural ground through the plants, it is possible to surely realize the construction of a robust retaining wall and its greening at the same time.

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

【図1】階段状擁壁の構築方法の発明の実施例1を示す
一部断面の側面図である。
FIG. 1 is a partial cross-sectional side view showing a first embodiment of the invention of a method for constructing a stepped retaining wall.

【図2】階段状網体の例を示す斜視図である。FIG. 2 is a perspective view showing an example of a staircase mesh body.

【図3】階段状擁壁の構築方法の発明の実施例2を示す
一部断面の側面図である。
FIG. 3 is a partial cross-sectional side view showing a second embodiment of the invention of a method of constructing a stepped retaining wall.

【図4】前記実施例2に於て、縦鉄筋及び横鉄筋を配筋
した状態を示す斜視図である。
FIG. 4 is a perspective view showing a state in which vertical reinforcing bars and horizontal reinforcing bars are arranged in the second embodiment.

【図5】同様に実施例2に於て、縦鉄筋及び横鉄筋の外
側に縦網体及び横網体を設けた状態を示す斜視図であ
る。
FIG. 5 is a perspective view showing a state in which a vertical net body and a horizontal net body are provided outside the vertical reinforcing bar and the horizontal reinforcing bar in the same manner as in Example 2.

【図6】縦網体の例を示す斜視図である。FIG. 6 is a perspective view showing an example of a vertical net body.

【図7】横網体の例を示す斜視図である。FIG. 7 is a perspective view showing an example of a horizontal net body.

【図8】階段状擁壁の緑化方法の発明の実施例を示す一
部断面の側面図である。
FIG. 8 is a side view of a partial cross section showing an embodiment of the invention of a method for greening a stepped retaining wall.

【符号の説明】[Explanation of symbols]

1 斜面 2 養生シート 3 開口部 4 階段状網体 5 アンカー 6 ポケット 7、7’ 鉄筋 8 排水材 10 コンクリート 12 縦鉄筋 12’ 横鉄筋 13 縦網体 14 開口部 15 横網体 17 植生基盤材 18 金網 19 植生基盤材 20 植物 A 階段状擁壁 B 法枠 1 Slope 2 Curing Sheet 3 Opening 4 Stepped Mesh 5 Anchor 6 Pocket 7, 7'Reinforcing Bar 8 Drainage Material 10 Concrete 12 Longitudinal Reinforcing Bar 12 'Horizontal Reinforcing Bar 13 Longitudinal Mesh 14 Opening 15 Horizontal Mesh 17 Vegetation Base Material 18 Wire Mesh 19 Vegetation base material 20 Plant A Stepped retaining wall B Law frame

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 斜面に養生シートを張設した後、各段の
上面に開口部を有する階段状網体をアンカーにより上記
斜面に固定してポケットを形成し、階段状網体を鉄筋で
補強してから、上記階段状網体のポケットの中にコンク
リートを打設して階段状擁壁を構築することを特徴とす
る階段状擁壁の構築方法。
1. A stiff mesh sheet is stretched on a slope, and then a staircase net having openings on the upper surface of each step is fixed to the slope by an anchor to form a pocket, and the staircase net is reinforced with reinforcing bars. Then, a method for constructing a staircase-shaped retaining wall is characterized in that concrete is placed in the pockets of the staircase-shaped mesh body to construct a staircase-shaped retaining wall.
【請求項2】 斜面に養生シートを張設した後、各段の
上面に開口部を有する階段状網体をアンカーにより上記
斜面に固定してポケットを形成し、左右に互いに間隔を
隔てた階段状網体と階段状網体との間に縦鉄筋を、階段
状網体の立上り面の前側に横鉄筋を、夫々配筋してか
ら、平面方向に見てU字形の縦網体を上記縦鉄筋の外側
に、上面に開口部を有する一段状横網体を上記横鉄筋の
外側に、夫々設け、上記階段状網体のポケット、縦網体
及び横網体の中にコンクリートを打設して法枠を有する
階段状擁壁を構築することを特徴とする階段状擁壁の構
築方法。
2. A stairway having a curling sheet stretched on the slope, and a step-like net having openings on the upper surface of each step is fixed to the slope by an anchor to form a pocket, and stairs spaced from each other on the left and right sides. The vertical rebars are arranged between the corrugated net and the staircase net, and the horizontal rebars are arranged on the front side of the rising surface of the staircase net. On the outside of the vertical rebar, one-step horizontal net having an opening on the upper surface is provided on the outside of the horizontal rebar, respectively, and concrete is poured into the pockets of the stepped net, the vertical net and the horizontal net. A method for constructing a stepped retaining wall, characterized by constructing a stepped retaining wall having a legal frame.
【請求項3】 階段状網体のポケットの中にコンクリー
トを打設する前に該ポケットの内底部に地山側から表側
へ通水する排水材を投入した後、ポケットの中にコンク
リートを打設するようにした請求項1又は2記載の階段
状擁壁の構築方法。
3. Before pouring concrete into the pocket of the staircase-like net, after pouring a drainage material flowing from the natural side to the front side into the inner bottom of the pocket, pouring concrete into the pocket. The method for constructing a stepped retaining wall according to claim 1 or 2.
【請求項4】 斜面に養生シートを張設した後、各段の
上面に開口部を有する階段状網体をアンカーにより上記
斜面に固定してポケットを形成し、階段状網体を鉄筋で
補強してから、上記ポケットの中に表側から地山側へ植
物の根が貫通する植生基盤材を投入した後、ポケットの
中にコンクリートを打設して階段状擁壁を構築し、この
階段状擁壁の表面に植生基盤材を投入又は吹付けて植生
を図る階段状擁壁の緑化方法。
4. After a curing sheet is stretched on the slope, a staircase net having openings on the upper surface of each step is fixed to the slope by an anchor to form a pocket, and the staircase net is reinforced with reinforcing bars. Then, after placing the vegetation base material through which the roots of the plant penetrate from the front side to the ground side in the above pocket, concrete is placed in the pocket to construct a staircase-shaped retaining wall. A greening method for a staircase-like retaining wall in which vegetation base material is put or sprayed on the surface of the wall for vegetation.
【請求項5】 階段状擁壁を構築した後、この階段状擁
壁の前側に金網を張設してから、階段状擁壁の表面に植
生基盤材を投入又は吹付けて植生を図る請求項4記載の
階段状擁壁の緑化方法。
5. After constructing the stepped retaining wall, wire mesh is stretched on the front side of the stepped retaining wall, and then vegetation base material is thrown into or sprayed on the surface of the stepped retaining wall for vegetation. Item 4. A method for greening a stepped retaining wall according to item 4.
【請求項6】 斜面に養生シートを張設した後、各段の
上面に開口部を有する階段状網体をアンカーにより上記
斜面に固定してポケットを形成し、左右に互いに間隔を
隔てた階段状網体と階段状網体との間に縦鉄筋を、階段
状網体の立上り面の前側に横鉄筋を、夫々配筋してか
ら、平面方向に見てU字形の縦網体を上記縦鉄筋の外側
に、上面に開口部を有する一段状横網体を上記横鉄筋の
外側に、夫々設け、上記ポケットの中に表側から地山側
へ植物の根が貫通する植生基盤材を投入した後、上記ポ
ケット、縦網体及び横網体の中にコンクリートを打設し
て法枠を有する階段状擁壁を構築し、この階段状擁壁の
表面に植生基盤材を投入又は吹付けて植生を図る階段状
擁壁の緑化方法。
6. A stairway having a curling sheet stretched on a slope, and a step-like net having an opening on the upper surface of each step is fixed to the slope by an anchor to form a pocket, and stairs spaced from each other on the left and right sides. The vertical rebars are arranged between the corrugated net and the staircase net, and the horizontal rebars are arranged on the front side of the rising surface of the staircase net. On the outside of the vertical reinforcing bar, one step horizontal net having an opening on the upper surface is provided on the outside of the horizontal reinforcing bar, respectively, and after the vegetation base material through which the root of the plant penetrates from the front side to the natural side in the pocket is put. , Concrete is placed in the pockets, vertical nets and horizontal nets to construct a stepped retaining wall having a legal frame, and the vegetation base material is put or sprayed on the surface of the stepped retaining wall for vegetation. A greening method for the stepped retaining wall.
【請求項7】 法枠を有する階段状擁壁を構築した後、
この階段状擁壁の法枠を除く前側に金網を張設してか
ら、階段状擁壁の表面に植生基盤材を投入又は吹付けて
植生を図る請求項6記載の階段状擁壁の緑化方法。
7. After constructing a stair-like retaining wall having a slope,
The greening of the staircase-like retaining wall according to claim 6, wherein a wire mesh is stretched on the front side of the staircase-like retaining wall except the legal frame, and then the vegetation base material is put or sprayed on the surface of the staircase-like retaining wall for vegetation. Method.
JP6324077A 1994-11-18 1994-11-18 Construction method and greening method of stepped retaining wall Expired - Lifetime JP2824561B2 (en)

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Application Number Priority Date Filing Date Title
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101316721B1 (en) * 2012-12-31 2013-10-10 주식회사 성원안전 Terraced breast wall structure and construction method
CN107653833A (en) * 2017-09-29 2018-02-02 中冶华天工程技术有限公司 Box ecoscape barricade
CN114508117A (en) * 2022-03-18 2022-05-17 国网福建省电力有限公司电力科学研究院 Slope vegetation restoration system and method

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63251524A (en) * 1987-04-09 1988-10-19 Tokai Riyokuka Bosai:Kk Method and apparatus for water channel work on hillside
JPH05302331A (en) * 1992-04-27 1993-11-16 Sato Kogyo Co Ltd Construction method for planting tree on slope

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63251524A (en) * 1987-04-09 1988-10-19 Tokai Riyokuka Bosai:Kk Method and apparatus for water channel work on hillside
JPH05302331A (en) * 1992-04-27 1993-11-16 Sato Kogyo Co Ltd Construction method for planting tree on slope

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101316721B1 (en) * 2012-12-31 2013-10-10 주식회사 성원안전 Terraced breast wall structure and construction method
CN107653833A (en) * 2017-09-29 2018-02-02 中冶华天工程技术有限公司 Box ecoscape barricade
CN114508117A (en) * 2022-03-18 2022-05-17 国网福建省电力有限公司电力科学研究院 Slope vegetation restoration system and method
CN114508117B (en) * 2022-03-18 2024-01-16 国网福建省电力有限公司电力科学研究院 Slope vegetation restoration system and restoration method thereof

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