JP2824561B2 - Construction method and greening method of stepped retaining wall - Google Patents

Construction method and greening method of stepped retaining wall

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Publication number
JP2824561B2
JP2824561B2 JP6324077A JP32407794A JP2824561B2 JP 2824561 B2 JP2824561 B2 JP 2824561B2 JP 6324077 A JP6324077 A JP 6324077A JP 32407794 A JP32407794 A JP 32407794A JP 2824561 B2 JP2824561 B2 JP 2824561B2
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JP
Japan
Prior art keywords
retaining wall
net
stepped
concrete
mesh
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.)
Expired - Lifetime
Application number
JP6324077A
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Japanese (ja)
Other versions
JPH08144288A (en
Inventor
正信 山本
重之 服部
Original Assignee
富士見グリーンエンジニアリング株式会社
株式会社東洋総合研究所
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Priority to JP6324077A priority Critical patent/JP2824561B2/en
Publication of JPH08144288A publication Critical patent/JPH08144288A/en
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Publication of JP2824561B2 publication Critical patent/JP2824561B2/en
Anticipated expiration legal-status Critical
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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 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 slope, a method of spraying a vegetation base material or stacking vegetation sandbags into a frame constructed on the slope has been performed.

【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 above-mentioned 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 the sprayed concrete is removed, a vegetation base material packed in a bag is installed there, and concrete is sprayed on the surface excluding the upper surface for vegetation. Was not easy and economical. The construction of a concrete retaining wall is robust but has a poor view.In addition, a package 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. Attempts have been made to plant vegetation, but it is time-consuming and uneconomical, and water is not supplied 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。
[0004] In the case of the construction method of constructing a frame on a slope,
Rainwater flowed through the law frame and scoured the vegetation base, so that bare land had been developed. For this reason, various attempts have been made, such as using a wire mesh or spraying concrete, but these have not been sufficient measures. The problem to be solved by the present invention is to provide a construction method which eliminates the above-mentioned conventional drawbacks, has excellent workability, can be implemented at low cost, and can construct a robust retaining wall. Another object of the present invention is to provide a greening method that can reliably and simultaneously realize the construction of a robust retaining wall and its greening.

【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。
A method for constructing a stepped retaining wall and a method for greening according to the present invention have solved the above-mentioned problems.
It is as follows. That is, first, the first method of constructing a step-like retaining wall is as follows. After curing the curing sheet 2 on the slope 1, the step-like net 4 having the opening 3 on the upper surface of each step is fixed to the slope 1 by the anchor 5. The pockets 6 are fixed to form a step-like net 4
Is reinforced with reinforcing bars 7 and 7 ′, and then concrete 10 is poured into the pockets 6 of the stepped net 4 to form the stepped 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。
A second method of constructing a stepped retaining wall is as follows. After a curing sheet 2 is stretched on a slope 1, a stepped net 4 having an opening 3 on the upper surface of each step is fixed to the slope 1 by an anchor 5. A vertical reinforcing bar 12 is formed between the stepped net 4 and the stepped net 4 which are fixed to each other to form a pocket 6 on the left and right, and a horizontal reinforcing bar 12 is provided in front of the rising surface of the stepped net 4. , Respectively, and a U-shaped vertical mesh 13 is provided outside the vertical reinforcing bar 12 when viewed in a plane direction, and a one-step horizontal mesh 15 having an opening 14 on the upper surface is connected to the horizontal reinforcing bar 12 ′. The pocket 6, the vertical net 13 and the horizontal net 15 of the step-like net 4 are respectively provided on the outside.
A stepped retaining wall A having a sill B is constructed by casting concrete 10 in the inside.

【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 first and second methods of constructing the stepped retaining wall, before the concrete 10 is poured into the pocket 6 of the stepped net body 4, the inner bottom of the pocket 6 is placed from the ground side. After putting the drainage material 8 that allows water to flow to the front side, concrete 10 may be poured into the pocket 6 in some cases.

【0008】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、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
を図るものである。
[0008] The first step of greening the step-shaped retaining wall is as follows.
After the curing sheet 2 is stretched, an opening 3 is provided on the upper surface of each step.
Of the stepped net 4 to be fixed to the slope 1 with the anchor 5
To form pockets 6 and floors spaced apart from each other on the left and right
A vertical reinforcing bar 12 is provided between the step-like net 4 and the step-like net 4,
Horizontal reinforcing bars 12 ′ are arranged in front of the rising surface of the reticulated net 4, respectively.
Then, the U-shaped vertical mesh body 13 as viewed in a plane direction is
Outside the reinforcing bar 12, a one-step lateral having an opening 14 on the upper surface
The nets 15 are provided outside the horizontal reinforcing bars 12 ′, respectively.
The root of the plant 20 penetrates from the front side to the ground side in the pocket 6
After inserting the vegetation base material 17 to be
Placing concrete 10 in net 13 and horizontal net 15
To construct a step-shaped retaining wall A having a legal frame B,
The vegetation base material 19 is injected or sprayed on the surface of the retaining wall A to vegetate.
It is intended.

【0009】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おいて、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 second step of greening the stepped retaining wall is as follows.
The greening method of the stair-shaped retaining wall according to
After constructing the stepped retaining wall A, remove the frame B of the stepped retaining wall A.
After the wire mesh 18 is stretched on the front side, the surface of the stepped retaining wall A
The vegetation base material 19 is thrown into or sprayed on
is there.

【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 curing sheet 2 stretched on the slope 1 is permeable and prevents the mud from the ground from being mixed into the concrete 10 to be poured, and drains excess water in the concrete 10 to increase the strength. Etc. to improve the quality. It also has the function of promoting drainage such as spring water from the ground. The step-like net 4 functions as a formwork and has a step-like shape, so that each step can be used as a work platform,
The impact at the time of pouring the concrete 10 and the falling speed of the concrete 10 are alleviated, thereby preventing the step-like net 4 from being damaged. Pockets 6 of stepped net 4
A drainage means is constructed by putting a drainage material 8 into the inner bottom portion of the container, and spring water from the 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 put on or sprayed on the surface of the stepped retaining wall A is stabilized by the steps of the stepped retaining wall A. In addition, stair-shaped retaining wall A
When the wire mesh 18 is stretched in front of the vegetation base material 19, the wire mesh 18 further stabilizes the vegetation base material 19. The vegetation base material 17 accommodated in the pockets 6 of the step-like net 4 allows spring water from the ground to pass through the vegetation base material 19 injected or sprayed on the surface of the step-shaped retaining wall A. It has a function and a function of causing the roots of the plant 20 to reach the 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。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiment 1 of the invention of a method for 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 used for agricultural awnings, in which fibers are woven like rice straw mushiro, and is permeable and capable of penetrating plant roots. As shown in FIG. 2a, a stepped metal net 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 ( FIG. 1b). As shown in FIG. 2a, the stepped net 4 has a right angle between the rising surface and the upper surface of each step, and also has a case where the angle is 90 degrees or more as shown in FIG. No, but sometimes less than 90 degrees.
Note that a metal wire having a wire diameter of 3.2 mm was used as a material. The step-like net 4 is reinforced with reinforcing bars 7, 7 '(FIG. 1)
c). The vertical reinforcing bar 7 was attached so as to penetrate the mesh at the lower end of the rising surface of each step of the stepped net body 4. The lateral reinforcing bar 7 ′ was arranged at the corner on the ground side on the step in the step-like net 4. For these reinforcing bars 7, 7 ', deformed reinforcing bars having a diameter of 13 mm were used.

【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 containing a rough sand in a permeable sandbag (a product of the same material as the above-mentioned curing sheet 2) is filled with one square meter (of the slope 1) on the inner bottom of the pocket 6 of the stepped net 4. 1 per area) (FIG. 1c). The ready-mixed car 9 in the pocket 6 at the shoulder of the stepped net 4
Concrete 10 was poured directly from the container (FIG. 1d). When the top pocket 6 was filled, the concrete 10 overflowed, flowed into the lower pocket 6, and was sequentially filled from the top. Since the concrete 10 flows down stepwise, it was confirmed that the flow was slowed down and the speed became slow, and the pocket 6 was sufficiently filled. Thereby, the step-like 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 the concrete 10 is cast, a protective plate 11 made of corrugated cardboard or the like is overlapped and fastened to the front surface of the drainage material 8 via the rising surface of the stepped net 4 in advance. It is desirable to remove the protection plate 11 after the casting. Thereby, it is possible to reliably eliminate the possibility that the front surface of the drainage member 8 and the rising surface of the step-like net 4 overlapping the drainage member 8 are concealed by the concrete and the drainage function is lost. When the reinforcing steel bars 7 and 7 ′ are entirely or partially exposed outside the stepped net body 4, it is desirable to cover the reinforcing steel bars 7 and 7 ′ with the 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 for constructing a stepped retaining wall will be described with reference to FIGS. As in the case of Example 1, the curing sheet 2 was stretched on the slope 1 (FIG. 3A). As in Example 1, a metal stepped net 4 having an opening 3 on the upper surface of each step was fixed to the slope 1 with a pin anchor 5 to form a pocket 6 (FIG. 3B). As shown in FIG. 4, a vertical reinforcing bar 12 formed in the shape of a quadrangular prism using a deformed reinforcing bar having a diameter of 13 mm is arranged between the step-like net 4 and the step-like net 4 which are spaced apart from each other on the left and right. Also, on the front side of the rising surface of a predetermined step in the stepped net body 4,
A horizontal reinforcing bar 12 'formed in a square pillar shape using a deformed reinforcing bar 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 vertical metal net 13 is provided outside the vertical reinforcing bar 12 when viewed in a plane direction,
Further, as shown in FIG. 7, a one-stage horizontal net 15 made of metal having an opening 14 on the upper surface is provided outside the horizontal reinforcing bar 12 '(FIGS. 3c and 5). As the fixing means, a pin anchor 16 or the like was used. In addition, the one-stage horizontal net 15 used is one having open left and right side surfaces as shown in FIG. 7A or one having a net portion 15a on both right and left side surfaces as shown in FIG. 7B. Selected and used according to the location. In the same manner as in the first embodiment, the drainage material 8 containing the rough sand in the permeable sandbag is used to remove the drainage material 8 from the inner bottom of the pocket 6 of the step-like net 4 (excluding the pocket provided with the horizontal reinforcing bar 12 'on the outside). 1 piece per square meter (area of slope 1)
c). Concrete 10 was driven from the ready-mixed concrete car 9 into the pocket 6, the vertical net 13 and the horizontal net 15 of the step-like net 4 (FIG. 3d). As a result, a step-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 a method for greening a stepped retaining wall will be described with reference to FIG. As in the embodiment of the invention of the method of constructing a stepped retaining wall, a curing sheet 2 was stretched on the slope 1 (FIG. 8A). As in the embodiment of the invention of the method of constructing a stepped retaining wall, a metal stepped net body 4 having an opening 3 on the upper surface of each step was fixed to the slope 1 by a pin anchor 5 to form a pocket 6. (FIG. 8b). As in the second embodiment of the invention of the method of constructing a stepped retaining wall, a square columnar shape using a deformed reinforcing bar having a diameter of 13 mm is provided between stepped nets 4 spaced apart from each other on the left and right sides. In addition, a horizontal reinforcing bar 12 'formed in the shape of a quadrangular prism using a deformed reinforcing bar having a diameter of 13 mm is arranged in front of a rising surface of a predetermined step in the step-like net 4 in the step-like mesh body 4. (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)。
As in the second embodiment of the invention of a method for constructing a stepped retaining wall, a U-shaped vertical metal net 1 viewed in a plane direction.
3 is provided on the outside of the vertical reinforcing bar 12, and a one-step horizontal mesh body 15 made of metal having an opening 14 on the upper surface is connected to the horizontal reinforcing bar 1.
2 ′ (FIG. 8c). As the fixing means, a pin anchor 16 or the like was used. Pockets 6 of the step-like net 4 (the horizontal reinforcing bar 1
The vegetation base material 17 was put into the inside (excluding the pocket provided with 2 ′) (FIG. 8c). It is desirable that the vegetation base material 17 be wrapped with the above-mentioned curing sheet so that the vegetation base material 17 and concrete do not mix at the time of the later-described concrete driving. Concrete 10 was driven from the ready-mixed concrete car 9 into the pockets 6, the vertical net 13 and the horizontal net 15 of the step-like net 4 to construct a step-like retaining wall A having a legal 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 net 18 was provided on the front side of the stepped retaining wall A except for the legal frame B (FIG. 8E). A vegetation base material 19 containing seeds of herbs and woody plants was sprayed on the surface of the stepped retaining wall A (FIG. 8F). In order to confirm the state of growth one year later, a part of the concrete 10 was removed and a vegetation follow-up survey was conducted. As a result, the root of the plant (Yamahagi) 20 passed through the vegetation base material 17 and reached the ground side. It was confirmed that. In addition, it was also confirmed that the grown trees and the like function to stop fallen leaves and the like, and that the fallen leaves and the like 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 cast, a protective plate 11 made of corrugated cardboard or the like is overlapped and fastened to the front surface of the vegetation base material 17 via the rising surface of the stepped net 4 in advance.
It is desirable to remove the protective plate 11 after placing the concrete 10. Thereby, the vegetation base material 1
It is possible to reliably eliminate the possibility that the front surface of the front surface 7 and the rising surface of the step-like net body 4 overlapping the front surface are concealed by 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 construction method of the stepped retaining wall has the following effects. That is, since the step-like net functions as a mold, complicated work is not required unlike the case where a general mold is used. Since each step of the step-like net can be used as a work platform, work such as compaction of concrete can be easily performed. Since concrete is not sprayed but poured into pockets of the step-like net, special machines such as spraying machines and compressors are not required. As described above, the workability is excellent and can be implemented 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。
The concrete is integrated into the pockets of the step-like net by pouring the concrete into the pockets, and the mud of the ground is poured into the concrete that is cast by the curing sheet stretched on the slope. Construction of a solid retaining wall, since the contamination of concrete is prevented and the excess water in the poured concrete is removed by passing through the stepped net and the curing sheet, thereby improving the quality such as the strength of the concrete. Can be. 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。
In the case where drainage means is to be provided from the ground side to the front side, a drainage material may be put into the inner bottom of the stepped mesh body 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, the vegetation base material thrown or sprayed on the surface of the step-shaped retaining wall is stabilized by the steps of the step-shaped retaining wall, and thus there is no possibility of collapse. In addition, when a wire mesh is stretched on the front side of the stepped retaining wall and then the vegetation base material is injected or sprayed on the surface of the stepped retaining wall, the collapse of the vegetation base material is more reliably prevented by the wire mesh. You. Naturally, spring water is supplied from the ground side through the vegetation base material put in the pocket, so that the retaining wall is surely greened. Further, the roots of the plants reach the ground side through the vegetation base material put in the pockets, so that the vegetation base put or sprayed on the stair-shaped retaining wall and the surface thereof. Since the timber is integrated with the ground through the plants, the construction of a robust retaining wall and its greening can be reliably realized at the same time.

【図面の簡単な説明】[Brief description of the 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 of 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 step-like net.

【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 Embodiment 2 of the invention of a method for 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 a vertical reinforcing bar and a horizontal reinforcing bar 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 where a vertical net and a horizontal net are provided outside the vertical reinforcing bars and the horizontal reinforcing bars in the second embodiment.

【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.

【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.

【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 partial cross-sectional side view 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 DESCRIPTION OF SYMBOLS 1 Slope 2 Curing sheet 3 Opening 4 Stepped net 5 Anchor 6 Pocket 7, 7 'Reinforcing bar 8 Drainage material 10 Concrete 12 Vertical bar 12' Horizontal bar 13 Vertical net 14 Opening 15 Horizontal net 17 Vegetable base material 18 Wire mesh 19 Vegetation base material 20 Plant A Stepped retaining wall B Legal frame

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平5−302331(JP,A) 特開 昭63−251524(JP,A) (58)調査した分野(Int.Cl.6,DB名) E02D 17/20 102 E02D 17/20 104 E02D 29/02 310 E02D 29/02 311──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-5-302331 (JP, A) JP-A-63-251524 (JP, A) (58) Fields investigated (Int. Cl. 6 , DB name) E02D 17/20 102 E02D 17/20 104 E02D 29/02 310 E02D 29/02 311

Claims (5)

(57)【特許請求の範囲】(57) [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。
After a curing sheet is stretched on a slope, 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 the step-like net is reinforced with a reinforcing bar. Then, concrete is poured into the pockets of the step-like net to construct the step-like 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. After the curing sheet is stretched on the slope, 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 apart from each other on the left and right sides. After arranging a vertical reinforcing bar between the reticular body and the stepped reticular body, and a horizontal reinforcing bar in front of the rising surface of the stepped reticular body, the U-shaped vertical reticulated body as viewed in the plane direction is defined as Outside the vertical reinforcing bar, a one-step horizontal mesh having an opening on the upper surface is provided outside the horizontal reinforcing bar, respectively, and concrete is poured into the pocket of the step-like mesh, the vertical mesh and the horizontal mesh. A method for constructing a step-like retaining wall, comprising constructing a step-like 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. A concrete material is poured into a pocket of a stepped mesh body after a drainage material that allows water to flow from the ground side to the front side is poured into an inner bottom portion of the pocket before the concrete is poured into the pocket. The method for constructing a step-like retaining wall according to claim 1 or 2, wherein the step-like retaining wall is constructed.
【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、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、去々設け、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。
4. After the curing sheet is stretched on the slope,
The stair-like net with an opening on the top is anchored above
Form pockets by fixing to slopes
Insert a vertical reinforcing bar between the stepped mesh
Horizontal reinforcing bars in front of the rising surface of the reticulated mesh
The U-shaped vertical mesh when viewed in the plane direction
Then, a one-step horizontal mesh body having an opening on the top
Provided on the outside, gradually, from the front side to the ground side in the above pocket
After feeding the vegetation base material through which the roots of the plant penetrate ,
Pour concrete into the racket, vertical net and horizontal net.
To build a stepped retaining wall with
Stairs for vegetation by putting or spraying vegetation base material on the surface
How to green the retaining wall.
【請求項5】 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4記載の階段状擁壁の緑化方法。
5. After constructing a step-shaped retaining wall having a legal frame,
Is a wire mesh stretched on the front side of this stepped retaining wall except for the frame?
Then, throw or spray vegetation base material on the surface of the stepped retaining wall.
The method for greening a stair-shaped retaining wall according to claim 4, which aims at vegetation.
JP6324077A 1994-11-18 1994-11-18 Construction method and greening method of stepped retaining wall Expired - Lifetime JP2824561B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6324077A JP2824561B2 (en) 1994-11-18 1994-11-18 Construction method and greening method of stepped retaining wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6324077A JP2824561B2 (en) 1994-11-18 1994-11-18 Construction method and greening method of stepped retaining wall

Publications (2)

Publication Number Publication Date
JPH08144288A JPH08144288A (en) 1996-06-04
JP2824561B2 true JP2824561B2 (en) 1998-11-11

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ID=18161898

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Country Status (1)

Country Link
JP (1) JP2824561B2 (en)

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* 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
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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