JP5548099B2 - Tree planting frame structure and its construction method - Google Patents

Tree planting frame structure and its construction method Download PDF

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JP5548099B2
JP5548099B2 JP2010247593A JP2010247593A JP5548099B2 JP 5548099 B2 JP5548099 B2 JP 5548099B2 JP 2010247593 A JP2010247593 A JP 2010247593A JP 2010247593 A JP2010247593 A JP 2010247593A JP 5548099 B2 JP5548099 B2 JP 5548099B2
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slope
side porous
mountain
valley
greening
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建三 斉藤
貴之 中村
鈴木  誠
雅也 岩津
達也 吉澤
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岡部株式会社
フリー工業株式会社
小岩金網株式会社
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本発明は、斜面に緑化用客土を保持させる斜面緑化用客土保持具を使用した緑化用法枠構造物、およびその施工方法に関する。   The present invention relates to a greening method frame structure using a slope greening soil-holding holder that holds the greening soil on a slope, and a construction method thereof.

緑化用法枠構造物、およびその施工方法にて使用される斜面緑化用客土保持具として、例えば、金網を短手方向に折り曲げてL字状にしたものが提案されている(例えば、特許文献1,2参照。)。   As a greening method frame structure and a slope greening customer-holding tool used in the construction method thereof, for example, a metal mesh bent in a short direction to have an L shape has been proposed (for example, Patent Documents). 1 and 2).

特開2010−138629号公報JP 2010-138629 A 特開2004−190432号公報JP 2004-190432 A

しかし、前述の背景技術のものは、いずれも金網を短手方向に折り曲げたL字形状のまま保管し運搬して斜面に設置するため、保管や運搬の面で効率が悪い、等の課題があった。   However, all of the above-mentioned background arts have problems such as inefficiency in terms of storage and transportation because they are stored and transported in the L shape with the wire mesh folded in the short direction and installed on the slope. there were.

そこで、本発明は、保管や運搬の際に効率が良い斜面緑化用客土保持具を使用した緑化用法枠構造物、およびその施工方法を提供することを目的とする。   Therefore, an object of the present invention is to provide a greening method frame structure using a soil-retaining tool for slope greening that is efficient in storage and transportation, and a construction method thereof.

前記課題を解決するため、本発明の緑化用法枠構造物は、斜面の傾斜方向とは垂直方向に所定間隔を空けて設けられ、前記斜面の傾斜方向に延びる複数の縦枠と、前記複数の縦枠間で斜面に沿って設けられる山側多孔面状部材と、基端側が前記山側多孔面状部材の下端部に回動可能に連結される一方、先端側には、前記斜面の傾斜方向に所定間隔を空けて設けられた複数の被掛止部を有する谷側多孔面状部材と、基端側が前記山側多孔面状部材の上端に回動可能に連結される一方、前記山側多孔面状部材の上端と前記谷側多孔面状部材の先端とが水平に近づくように、先端側が前記谷側多孔面状部材の複数の被掛止部のうち一の被掛止部に引っ掛けられ、前記山側多孔面状部材の下端を中心に前記谷側多孔面状部材を任意の起立角度に調整し支持する角度調整支持部材と、を有し、前記複数の縦枠は、縦枠鉄筋と縦枠形成用補助部材にセメント系固化材が吹き付けられて構成され、前記角度調整支持部材によって前記起立角度に設定された前記山側多孔面状部材と前記谷側多孔面状部材との間に、斜面緑化用客土を保持させる、ことを特徴とする緑化用法枠構造物である。なお、斜面緑化用客土は、草木の種や肥料、客土等が混在しているものである。
また、前記課題を解決するため、本発明の別の緑化用法枠構造物は、斜面の傾斜方向とは垂直方向に所定間隔を空けて設けられ、前記斜面の傾斜方向に延びる複数の縦枠と、前記複数の縦枠間で斜面に沿って設けられ、上端側には、前記斜面の傾斜方向に所定間隔を空けて設けられた複数の被掛止部を有する山側多孔面状部材と、基端側が前記山側多孔面状部材の下端部に回動可能に連結された谷側多孔面状部材と、基端側が前記谷側多孔面状部材の下端部に回動可能に連結される一方、前記山側多孔面状部材の上端と前記谷側多孔面状部材の先端とが水平に近づくように、先端側が前記山側多孔面状部材の複数の被掛止部のうち一の被掛止部に引っ掛けられ、前記山側多孔面状部材の下端を中心に前記谷側多孔面状部材を任意の起立角度に調整し支持する角度調整支持部材と、を有し、前記複数の縦枠は、縦枠鉄筋と縦枠形成用補助部材にセメント系固化材が吹き付けられて構成され、前記角度調整支持部材によって前記起立角度に設定された前記山側多孔面状部材と前記谷側多孔面状部材との間に、斜面緑化用客土を保持させる、ことを特徴とする緑化用法枠構造物である。
ここで、前記山側多孔面状部材および前記谷側多孔面状部材は、前記斜面の傾斜方向に沿って設けられる複数の縦枠間に設けられ、前記斜面の傾斜方向とは垂直方向となる前記山側多孔面状部材の長手方向の長さを、前記谷側多孔面状部材の長手方向の長さより長く形成して、前記山側多孔面状部材の長手方向の両端が、前記谷側多孔面状部材の長手方向の両端より突出する両端突出部を形成する、ようにしても良い。
また、前記山側多孔面状部材および前記谷側多孔面状部材は、前記斜面の傾斜方向に延びる複数本の縦線と、前記斜面の傾斜方向とは垂直方向に延びる複数本の横線とを交差させた金網から構成し、前記複数の被掛止部は、前記複数本の横線を、前記斜面の傾斜方向に所定間隔を空けて設けることにより構成し、前記複数の被掛止部を構成する前記複数本の横線間の間隔は、前記複数の被掛止部以外における前記横線間の間隔より大きくする、ようにしても良い。
また、前記課題を解決するため、本発明の緑化用法枠構造物の施工方法は、斜面の傾斜方向とは垂直方向に所定間隔を空け、前記斜面の傾斜方向に延びる縦枠鉄筋を設置する鉄筋配置工程と、前記斜面の傾斜方向に所定間隔を空け、山側多孔面状部材を上側に、基端側が前記山側多孔面状部材の下端部に回動可能に連結された谷側多孔面状部材を下側にして拡げて設置する客土保持具配置工程と、前記縦枠鉄筋に対しセメント系固化材を吹き付け際の目安となる縦枠形成用補助部材を前記縦枠鉄筋に沿って配置する縦枠形成用補助部材配置工程と、前記山側多孔面状部材の上端と前記谷側多孔面状部材の先端とが水平に近づくように、基端が前記山側多孔面状部材の上端部または前記谷側多孔面状部材の先端部に回動可能に連結された角度調整支持部材の先端を、前記谷側多孔面状部材の先端側または前記山側多孔面状部材の上端側に設けられた前記斜面の傾斜方向に所定間隔を空けて設けられた複数の被掛止部のうちの一の被掛止部に引っ掛け、前記山側多孔面状部材の下端を中心に前記谷側多孔面状部材を任意の起立角度に設定する谷側金網起立工程と、前記縦枠鉄筋および前記縦枠形成用補助部材に対しセメント系固化材を吹き付けることにより縦枠を形成するセメント系固化材吹付け工程と、前記角度調整支持部材によって前記山側多孔面状部材の上端と前記谷側多孔面状部材の先端とが水平に近づくように連結された前記斜面側多孔面状部材と前記谷側多孔面状部材との間に、斜面緑化用客土を保持させる客土吹付け工程と、を有することを特徴とする緑化用法枠構造物の施工方法にある。なお、鉄筋配置工程の後に客土保持具配置工程を行っても良いし、鉄筋配置工程の前に客土保持具配置工程を行っても良い。また、谷側金網起立工程の後にセメント系固化材吹付け工程を行っても良いし、谷側金網起立工程の前にセメント系固化材吹付け工程を行っても良い。
In order to solve the above-described problem, the greening frame structure of the present invention is provided at a predetermined interval in a direction perpendicular to the inclined direction of the slope, and a plurality of vertical frames extending in the inclined direction of the slope; A ridge-side porous sheet-like member provided along the slope between the vertical frames and a base end side are rotatably connected to a lower end portion of the hill-side porous sheet-like member, while a distal end side is inclined in the slope direction of the slope. A trough-side porous sheet-like member having a plurality of hooked portions provided at predetermined intervals, and a base end side rotatably connected to an upper end of the crest-side porous sheet-like member, The front end side is hooked on one of the plurality of hooked portions of the valley side porous surface member so that the upper end of the member and the tip of the valley side porous surface member approach the horizontal, Adjust the valley side porous surface member to an arbitrary standing angle around the lower end of the mountain side porous surface member. Holding the angle adjustment support member, and the plurality of vertical frames are configured by spraying cement-based solidifying material to the vertical frame reinforcing bars and the vertical frame forming auxiliary member, and the standing angle is increased by the angle adjustment support member. It is a greening method frame structure characterized in that a slope greening customer soil is held between the mountain-side porous sheet-like member and the valley-side porous sheet-like member set in the above. The slope greening soil is a mixture of plant species, fertilizer, soil, etc.
In order to solve the above problem, another greening frame structure according to the present invention is provided with a plurality of vertical frames provided at predetermined intervals in a direction perpendicular to the slope direction of the slope and extending in the slope direction of the slope. A mountain-side porous planar member having a plurality of hooked portions provided at predetermined intervals in the inclination direction of the slope, provided on the upper end side along the slope between the plurality of vertical frames; While the end side is pivotally connected to the lower end portion of the peak side porous surface member and the valley side porous surface member, the base end side is rotatably connected to the lower end portion of the valley side porous surface member, The front end side is one of the plurality of hooked portions of the mountain-side porous sheet-like member so that the upper end of the mountain-side porous sheet-like member and the tip of the valley-side porous sheet-like member approach the horizontal. The valley side porous surface member is hooked at an arbitrary standing angle around the lower end of the mountain side porous surface member. An angle adjustment support member that adjusts and supports, and the plurality of vertical frames are configured by spraying a cement-based solidifying material on the vertical frame reinforcing bars and the auxiliary members for forming the vertical frame, and the angle adjustment support member The green frame method frame structure is characterized in that a slope greening soil is held between the mountain-side porous surface member and the valley-side porous surface member set at a standing angle.
Here, the mountain-side porous sheet-like member and the valley-side porous sheet-like member are provided between a plurality of vertical frames provided along the inclination direction of the inclined surface, and the inclination direction of the inclined surface is a vertical direction. The length in the longitudinal direction of the mountain-side porous sheet-like member is longer than the length in the longitudinal direction of the valley-side porous sheet-like member, and both ends in the longitudinal direction of the mountain-side porous sheet-like member are in the valley-side porous sheet shape. You may make it form the both-ends protrusion part which protrudes from the both ends of the longitudinal direction of a member.
The mountain-side porous surface member and the valley-side porous surface member intersect a plurality of vertical lines extending in the inclined direction of the slope and a plurality of horizontal lines extending in a direction perpendicular to the inclined direction of the slope. The plurality of hooked portions are formed by providing the plurality of horizontal lines at predetermined intervals in the inclined direction of the slope, and constitute the plurality of hooked portions. You may make it the space | interval between these horizontal lines be larger than the space | interval between the said horizontal lines other than these several latching | locking parts.
Further, in order to solve the above-mentioned problem, the method for constructing a greening method frame structure according to the present invention is a reinforcing bar in which a vertical frame reinforcing bar extending in the inclined direction of the inclined surface is provided with a predetermined interval in a direction perpendicular to the inclined direction of the inclined surface. A valley-side porous planar member having a predetermined interval in the tilting direction of the slope and the mountain-side porous planar member, and a base end side rotatably connected to a lower end of the mountain-side porous planar member; And placing an auxiliary member for forming a vertical frame that serves as a guideline for spraying cement-based solidifying material on the vertical frame reinforcing bar along the vertical frame reinforcing bar. A vertical frame forming auxiliary member arranging step, the upper end of the mountain-side porous sheet-like member, and the upper end of the mountain-side porous sheet-like member or the Angular adjustment pivotably connected to the tip of the valley-side porous surface member A plurality of hooked portions provided at predetermined intervals in the inclined direction of the inclined surface provided at the front end side of the trough-side porous surface member or the upper end side of the mountain-side porous surface member with the front end of the support member A trough-side metal mesh erecting step that is hooked on one of the hooked portions and sets the trough-side porous planar member at an arbitrary standing angle around the lower end of the crest-side porous planar member; A cement-based solidifying material spraying step of forming a vertical frame by spraying a cement-based solidifying material on the auxiliary member for forming the vertical frame, and an upper end of the mountain-side porous planar member and the valley-side porous by the angle adjusting support member Between the slope-side porous planar member and the valley-side porous planar member connected so that the tip of the planar member approaches the horizontal, a customer soil spraying step of holding the slope greening customer soil, Greenery usage frame structure characterized by having In the construction method. It should be noted that after the reinforcing bar placement process, the soil-holding tool placement process may be performed, or before the reinforcing bar placement process, the soil-ground holding tool placement process may be performed. Further, the cement-based solidifying material spraying step may be performed after the valley-side wire net standing step, or the cement-based solidifying material spraying step may be performed before the valley-side wire net standing step.

本発明の緑化用法枠構造物、およびその施工方法によれば、保管時や運搬時には斜面緑化用客土保持具を構成する山側多孔面状部材と谷側多孔面状部材とを折り畳んでおく一方、施工時には山側多孔面状部材を斜面に沿って設ける一方、山側多孔面状部材の上端と谷側多孔面状部材の先端とが水平に近づくように、角度調整支持部材によって山側多孔面状部材に対し谷側多孔面状部材を任意の起立角度に設定し起こして支持し、その起立角度に設定された山側多孔面状部材と谷側多孔面状部材との間に斜面緑化用客土を保持させるようにしたため、例えば、次のような効果が得られる。
(1)山側多孔面状部材と谷側多孔面状部材とを折り畳んで保管や運搬することが可能となるので、保管の際のスペース効率や、運搬の際の作業効率等を向上させることができる。
(2)山側多孔面状部材の上端と谷側多孔面状部材の先端とが水平に近づくように起立角度を設定可能なので、斜面緑化用客土保持具に盛った斜面緑化用客土や、斜面緑化用客土から生えた草木類の流出を防止することができ、植栽を損失少なく生育することができる。
(3)また、斜面全体に設置される山側多孔面状部材の上端と谷側多孔面状部材の先端とがほぼ水平に統一されるので、全体に均整がとれ、景観上も良好となる。
According to the greening method frame structure and its construction method of the present invention, the mountain-side porous surface member and the valley-side porous surface member constituting the slope greening customer soil retainer are folded during storage and transportation. At the time of construction, the mountain side porous sheet member is provided along the slope, while the mountain side porous sheet member is arranged by the angle adjustment support member so that the upper end of the mountain side porous sheet member and the tip of the valley side porous sheet member approach the horizontal. On the other hand, the valley-side porous planar member is set up and supported at an arbitrary standing angle, and the slope greening soil is planted between the mountain-side porous planar member and the valley-side porous planar member set at the standing angle. Since it was made to hold | maintain, the following effects are acquired, for example.
(1) Since it becomes possible to fold and store the mountain side porous surface member and the valley side porous surface member, it is possible to improve space efficiency during storage, work efficiency during transportation, and the like. it can.
(2) Since the standing angle can be set so that the upper end of the mountain-side porous planar member and the tip of the valley-side porous planar member are close to horizontal, It is possible to prevent the outflow of vegetation grown from the land for slope planting, and to grow planting with little loss.
(3) Moreover, since the upper end of the mountain side porous sheet-shaped member installed in the whole slope and the front-end | tip of a valley side porous sheet-shaped member are unified substantially horizontally, the whole can be leveled and the scenery top is also favorable.

斜面緑化用客土保持具を斜面に設置し一定期間経過後の斜面における緑化状態の緑化用法枠構造物の一例を示す斜視図である。It is a perspective view which shows an example of the greening method frame structure of the greening state in the slope after the fixed soil holding tool for slope greening was installed in the slope after progress for a fixed period. 斜面緑化用客土保持具の設置状態を拡大して示す拡大斜視図である。It is an expansion perspective view which expands and shows the installation state of the customer soil holder for slope greening. 斜面緑化用客土保持具を断面欠円形縦枠タイプの緑化用法枠構造物に適用した状態を示す正面図である。It is a front view which shows the state which applied the customer soil holder for slope greening to the greening method frame structure of a cross-sectional lack circular vertical frame type. (a),(b)は、それぞれ、図3に示す斜面緑化用客土保持具を使用して構成した緑化用法枠構造物のA−A線断面図、B−B線断面図である。(A), (b) is the AA sectional view taken on the line and the BB sectional drawing of the greening method frame structure comprised using the slope soil greening soil-holding fixture shown in FIG. 3, respectively. (a),(b)は、それぞれ、図3に示す斜面緑化用客土保持具を使用して構成した緑化用法枠構造物のC−C線断面図、D−D線断面図である。(A), (b) is CC sectional view taken on the line and DD line sectional drawing of the greening method frame structure comprised using the slope soil greening customer soil holder shown in FIG. 3, respectively. 斜面緑化用客土保持具を構成する山側金網と谷側金網とを連結して広げた状態を示す全体図である。It is a general view which shows the state which connected and expanded the mountain side wire mesh and the valley side wire mesh which comprise the customer soil holder for slope greening. 図6に示す斜面緑化用客土保持具を構成する山側金網の平面図である。It is a top view of the mountain side wire mesh which comprises the customer soil holding | maintenance tool for slope greening shown in FIG. 図6に示す斜面緑化用客土保持具を構成する谷側金網の平面図である。It is a top view of the trough side wire mesh which comprises the visitor soil holder for slope greening shown in FIG. 図6に示す斜面緑化用客土保持具を構成する山側金網と谷側金網とを閉じた状態を示す全体図である。It is a general view which shows the state which closed the mountain side wire mesh and the valley side wire mesh which comprise the customer soil holder for slope greening shown in FIG. 斜面緑化用客土保持具を構成する角度調整支持金具の側面を示す側面図である。It is a side view which shows the side surface of the angle adjustment support metal fixture which comprises the customer soil holder for slope greening. 斜面緑化用客土保持具を構成する角度調整支持金具を用いて山側金網と谷側金網とを連結した状態を示す断面図である。It is sectional drawing which shows the state which connected the mountain side metal-mesh and the valley | side metal-mesh using the angle adjustment support metal fixture which comprises the customer earth holder for slope greening. 斜面に斜面緑化用客土保持具を設置した後、緑化用客土(植生基材)を吹き付ける状態を示す図である。It is a figure which shows the state which sprays the customer soil for vegetation (vegetation base material) after installing the customer soil holder for slope greening on the slope. 斜面緑化用客土保持具等を使用して施工現場の斜面に設置した実施形態2の緑化用法枠構造物の状態を示す正面図である。It is a front view which shows the state of the greening method frame structure of Embodiment 2 installed in the slope of a construction site using the slope earthen soil customer holding tool etc. (a),(b)は、それぞれ、断面矩形縦枠タイプの緑化用法枠構造物のE−E線断面図、F−F線断面図である。(A), (b) is respectively the EE sectional view taken on the line of the cross section rectangular vertical frame type greening method frame structure, and the FF sectional view. 他の斜面緑化用客土保持具を構成する山側金網と谷側金網とを連結して広げた状態を示す全体図である。It is the whole figure which shows the state which connected and expanded the mountain side wire mesh and the valley side wire mesh which comprise the other soil holding tool for slope greening. 本発明に係る緑化用法枠構造物の具体例である断面欠円形縦枠タイプの緑化用法枠構造物と、断面矩形縦枠タイプの緑化用法枠構造物の施工方法の一例を示すフローチャートである。It is a flowchart which shows an example of the construction method of the cross-section circular frame type greening method frame structure which is a specific example of the greening method frame structure which concerns on this invention, and the cross-section rectangular vertical frame type greening method frame structure.

以下、本発明に係る緑化用法枠構造物、およびその施工方法の実施の形態について説明する。なお、本発明に係る緑化用法枠構造物には、縦枠が断面欠円形縦枠タイプの緑化用法枠構造物と、断面矩形縦枠タイプの緑化用法枠構造物とがあるので、まずは、これらについて説明し、その後に、それらの施工方法について説明する。なお、本発明における斜面とは、自然に形成された自然斜面や、人工的に形成された切土斜面すなわち法面等を対象とする。   Hereinafter, embodiments of the greening frame structure according to the present invention and the construction method thereof will be described. In addition, in the greening usage frame structure according to the present invention, there are a greening usage frame structure whose vertical frame is a cross-sectionally round frame type and a greening usage frame structure of a rectangular vertical frame type. After that, those construction methods will be explained. The slope in the present invention is a natural slope formed naturally, a cut slope that is artificially formed, that is, a slope.

≪断面欠円形縦枠タイプの緑化用法枠構造物≫
まずは、本発明に係る緑化用法枠構造物の一例として、断面欠円形縦枠タイプの緑化用法枠構造物の実施の形態について説明する。
≪Green cross-section frame structure for greening≫
First, as an example of the greening usage frame structure according to the present invention, an embodiment of a greening usage frame structure of a cross-sectionally rounded vertical frame type will be described.

図1は、斜面緑化用客土保持具1を斜面Sに設置し一定期間経過後の斜面における緑化状態の緑化用法枠構造物の一例を示す斜視図、図2は、縦枠2間に設けた一列分の斜面緑化用客土保持具1を拡大して示す斜視図、図3は、斜面緑化用客土保持具1を、断面欠円形縦枠タイプの緑化用法枠構造物に適用した状態を示す正面図である。   FIG. 1 is a perspective view showing an example of a greening method frame structure in a state of greening on a slope after a certain period of time has been installed on the slope S, and FIG. 2 is provided between the vertical frames 2. FIG. 3 is an enlarged perspective view showing the slope greening soil-holding holder 1 for one row, and FIG. 3 shows a state in which the slope-greening soil-holding holder 1 is applied to a green frame method frame structure with a cross-sectionally round frame. FIG.

図1〜図3に示すように、斜面緑化用客土保持具1は、自然に形成された自然斜面や、人工的に形成された切土斜面すなわち法面等の斜面Sに設けられるもので、斜面Sの傾斜方向に沿って設けられた縦枠2間に、しかもその傾斜方向に所定間隔を空けて設けられる。なお、図1に示す例では、横枠が設けられていないが、図3に示す例では、各縦枠2の上下の端部を連結するように横枠3を設けた例を示しており、横枠3を縦枠2の上下の位置あるいは中間の所々などに設置するか否かは任意である。   As shown in FIGS. 1 to 3, the slope greening soil-holding tool 1 is provided on a naturally formed natural slope, or an artificially formed cut slope, that is, a slope S such as a slope. And between the vertical frames 2 provided along the inclination direction of the slope S, and at a predetermined interval in the inclination direction. In the example shown in FIG. 1, the horizontal frame is not provided, but in the example shown in FIG. 3, an example in which the horizontal frame 3 is provided so as to connect the upper and lower ends of each vertical frame 2 is shown. It is optional whether the horizontal frame 3 is installed at an upper or lower position of the vertical frame 2 or at intermediate positions.

図2に示すように、斜面緑化用客土保持具1は、斜面Sに沿って設けられる山側多孔面状部材である山側金網11と、基端側が山側多孔面状部材11の下端に回動可能に連結される一方、先端側には後述する図6や図8等に示すように斜面Sの傾斜方向に沿って所定間隔を空けて設けられた複数(ここでは、便宜上、3つとする。)の被掛止部121a〜121cを有する谷側多孔面状部材である谷側金網12と、山側金網11の上端と谷側金網12の先端とがなるべく水平に近づくように連結する角度調整支持金具13と、を有する。   As shown in FIG. 2, the slope greening soil-holding tool 1 is rotated along a mountain-side metal mesh 11 that is a mountain-side porous sheet member provided along the slope S, and a base end side is rotated to the lower end of the mountain-side porous sheet member 11. On the other hand, a plurality of (here, three are provided for convenience) provided at predetermined intervals along the inclination direction of the slope S as shown in FIG. 6 and FIG. Angle-adjusting support that connects the valley-side metal mesh 12 that is the valley-side porous planar member having the hooked portions 121a to 121c, and the upper end of the mountain-side metal mesh 11 and the tip of the valley-side metal mesh 12 as close as possible to the horizontal. And a metal fitting 13.

そして、後述するように山側金網11上端に回動可能に連結された角度調整支持金具13先端のフック部132を、谷側金網12先端側の被掛止部121a〜121cのうちの一の被掛止部に連結することにより、植栽棚10を構築する。   Then, as will be described later, the hook portion 132 at the tip of the angle adjustment support fitting 13 rotatably connected to the upper end of the mountain side metal mesh 11 is attached to one of the hooked portions 121a to 121c on the tip side of the valley side metal mesh 12. The planting shelf 10 is constructed by connecting to the latching portion.

なお、図1〜図3において、51は、斜面緑化用客土保持具1により形成された植栽棚10内の斜面緑化用客土、52は、植栽棚10外の斜面S上に盛られた斜面緑化用客土である。また、図3において、21は、縦枠2の中を通る縦枠鉄筋21、31は、横枠3の中を通る横枠鉄筋である。   In FIGS. 1 to 3, reference numeral 51 denotes a slope greening soil in the planting shelf 10 formed by the slope greening soil holder 1, and 52 denotes a slope S outside the planting shelf 10. It is a land for slope greening. In FIG. 3, reference numeral 21 denotes vertical frame reinforcing bars 21 and 31 that pass through the vertical frame 2, and horizontal frame reinforcing bars that pass through the horizontal frame 3.

図4(a),(b)、図5(a),(b)は、それぞれ、図3に示す斜面緑化用客土保持具1を使用して構成した断面欠円形縦枠タイプの緑化用法枠構造物のA−A線断面図、B−B線断面図、C−C線断面図、D−D線断面図である。   4 (a), 4 (b), 5 (a), and 5 (b) respectively show a cross-section lacking circular vertical frame type revegetation method constructed using the slope greening soil-holding holder 1 shown in FIG. It is an AA line sectional view, a BB line sectional view, a CC line sectional view, and a DD line sectional view of a frame structure.

つまり、図4(a),(b)に示すように、断面欠円形縦枠タイプの緑化用法枠構造物は、斜面S上に菱形金網(ラス金網)4を敷設した後、吹き付け枠である縦枠2を形成し、斜面緑化用客土保持具1を使用して植栽棚10を複数構成している。   That is, as shown in FIGS. 4A and 4B, the green frame method for greening with a cross-sectionally lacking vertical frame type is a spray frame after the rhombus wire mesh 4 is laid on the slope S. A vertical frame 2 is formed, and a plurality of planting shelves 10 are configured by using the soil holding tool 1 for slope greening.

ここで、縦枠2は、菱形金網(ラス金網)4を介し主アンカー32を斜面Sに打ち込むことにより、斜面Sに固定される。一方、斜面緑化用客土保持具1を使用して構成した緑化用法枠構造物は、山側金網11の上端等を、菱形金網(ラス金網)4を介し頭部がL字状の植栽棚止めアンカー14を斜面Sに打ち込むことにより、斜面Sに固定される。なお、山側金網11を斜面Sに固定できるものであれば、植栽棚止めアンカー14は、頭部がL字状でなくても勿論かまわない。   Here, the vertical frame 2 is fixed to the slope S by driving the main anchor 32 into the slope S via a rhombus metal mesh (lass wire mesh) 4. On the other hand, the greening frame structure constructed by using the slope greening soil-holding tool 1 is a planting shelf having an L-shaped head at the upper end of the mountain-side wire net 11 via a rhombus wire net 4 The stop anchor 14 is fixed to the slope S by driving it into the slope S. As long as the mountain side wire net 11 can be fixed to the slope S, the planting shelf stopper 14 may of course not have an L-shaped head.

そして、図5(a)に示すように、後述するように山側金網11の上端に回動可能に連結された角度調整支持金具13先端のフック部132を、谷側金網12の複数の被掛止部121a〜121cのうち一つに引っ掛けて植栽棚10を構成する。   Then, as shown in FIG. 5A, the hook portion 132 at the tip of the angle adjustment support fitting 13 rotatably connected to the upper end of the mountain side metal mesh 11 is connected to a plurality of hooks of the valley side metal mesh 12 as will be described later. The planting shelf 10 is configured by hooking on one of the stop portions 121a to 121c.

なお、図5(b)に示すように、断面欠円形縦枠タイプの緑化用法枠構造物は、縦枠2の形成に型枠を使用しないタイプで、モルタル等のセメント系固化材を吹き付けて形成した縦枠2が断面欠円形状となる。   In addition, as shown in FIG.5 (b), the cross-section circular vertical frame type greening method frame structure is a type which does not use a mold for formation of the vertical frame 2, and sprays cement-type solidification materials, such as mortar. The formed vertical frame 2 has a circular cross section.

つまり、この縦枠2は、斜面の傾斜方向である長手方向に2本の縦枠鉄筋21を配し、その縦枠鉄筋21の長手方向に所定間隔毎に、複数の金網(格子)状の縦枠形成用補助部材であるスペーサー22を立設させて、骨組みを形成している。ここで、スペーサー22のみでは、斜面Sに対し自立しない場合には、スペーサー22の下側に、アンカーピンを打ち込むなどして斜面Sに固定する。そして、この断面欠円形縦枠タイプの縦枠2の場合、型枠を使用しないため、スペーサー22を目印としてモルタル等のセメント系固化材を半円形状に吹き付けることにより、縦枠2を形成する。   That is, the vertical frame 2 is provided with two vertical frame reinforcing bars 21 in the longitudinal direction which is the inclination direction of the slope, and a plurality of metal mesh (lattice) -like shapes are arranged at predetermined intervals in the longitudinal direction of the vertical frame reinforcing bar 21. A spacer 22 that is an auxiliary member for forming a vertical frame is erected to form a framework. Here, when the spacer 22 alone does not stand on the slope S, the anchor 22 is fixed to the slope S by driving an anchor pin under the spacer 22. In the case of the vertical frame 2 of the circular frame type with a circular cross section, since the mold frame is not used, the vertical frame 2 is formed by spraying a cement-based solidifying material such as mortar into a semicircular shape using the spacer 22 as a mark. .

図6は、斜面緑化用客土保持具1を構成する山側金網11と谷側金網12とを連結して広げた状態を示す全体図、図7は、図6に示す斜面緑化用客土保持具1を構成する山側金網11の平面図、図8は、図6に示す斜面緑化用客土保持具1を構成する谷側金網12の平面図、図9は、図6に示す斜面緑化用客土保持具1を構成する山側金網11と谷側金網12とを閉じた状態を示す全体図である。   FIG. 6 is an overall view showing a state in which the mountain side wire mesh 11 and the valley side wire mesh 12 constituting the slope greening soil-holding tool 1 are connected and widened, and FIG. 7 is the slope greening site soil holding shown in FIG. FIG. 8 is a plan view of a valley-side wire net 12 constituting the slope greening customer-holding tool 1 shown in FIG. 6, and FIG. 9 is a slope greening view shown in FIG. It is the whole figure which shows the state which closed the mountain side metal-mesh 11 and the valley | side metal-mesh 12 which comprise the customer soil holding tool 1.

また、図10は、斜面緑化用客土保持具1を構成する角度調整支持金具13の側面を示す側面図、図11は、斜面緑化用客土保持具1を構成する支持金具13を用いて山側金網11と谷側金網12とを連結した状態を示す断面図である。   FIG. 10 is a side view showing the side surface of the angle adjustment support fitting 13 constituting the slope greening soil-holding fixture 1, and FIG. 11 shows the support fixture 13 constituting the slope greening soil-holding fixture 1. It is sectional drawing which shows the state which connected the mountain side metal-mesh 11 and the valley | side metal-mesh 12.

図6〜図9に示すように、斜面緑化用客土保持具1を構成する山側金網11および谷側金網12は、それぞれ、直径2.6mm程の細めの亜鉛めっき鉄線からなる複数の縦線112,122および横線111,121を、縦・横に編みこんだクリンプ金網等から構成されている。なお、山側金網11および谷側金網12は、クリンプ金網に限定されるものでなく、溶接金網や、エキスパンドメタル、ラス金網等の網状部材や、パンチングメタルなどの多数の開口部を有する多孔状の面状部材から構成されていれば良い。   As shown in FIGS. 6 to 9, each of the mountain side wire mesh 11 and the valley side wire mesh 12 constituting the slope greening customer soil retainer 1 is a plurality of vertical lines made of a thin galvanized iron wire having a diameter of about 2.6 mm. 112 and 122 and horizontal lines 111 and 121 are composed of a crimp wire mesh or the like braided vertically and horizontally. Note that the mountain side wire mesh 11 and the valley side wire mesh 12 are not limited to the crimp wire mesh, and are porous members having a large number of openings such as a welded wire mesh, a net-like member such as an expanded metal or a lath wire mesh, or a punching metal. What is necessary is just to be comprised from the planar member.

また、図10に示すように、角度調整支持金具13は、基端側に山側金網11の上端に回動可能に連結されるリング部131が設けられている一方、先端側に谷側金網12先端側の3つの被掛止部121a〜121cのうち一の被掛止部に掛止めされるフック部132が設けられている。なお、図10に示すリング部131は、山側金網11上端部に回動可能に連結される前の状態を示しており、まだU字状であり、山側金網11上端部に回動可能に連結された後は、山側金網11上端から抜けないように、リング状に潰される。また、フック部132は、施工現場の状況に応じて、谷側金網12の被掛止部121a〜121cのうち一の被掛止部に選択的に引っ掛けることが可能となるように、着脱自在ながらも抜けにくい、いわゆるひょうたん形状に形成されている。なお、これらの形状は、任意であり、要は、設置状態において山側金網11上端と谷側金網12先端とがなるべく水平に近づくような角度で連結できるものであれば特にこだわらない。   As shown in FIG. 10, the angle adjustment support fitting 13 is provided with a ring portion 131 rotatably connected to the upper end of the mountain side metal mesh 11 on the base end side, and on the tip side, the valley side metal mesh 12. A hook portion 132 that is hooked to one of the three hooked portions 121a to 121c on the distal end side is provided. In addition, the ring part 131 shown in FIG. 10 has shown the state before connecting with the upper end part of the mountain side metal mesh 11 so that rotation is possible, and is still U-shaped, and is connected with the upper end part of the mountain side metal mesh 11 so that rotation is possible. After being done, it is crushed into a ring shape so as not to come off from the upper end of the mountain side wire net 11. Moreover, the hook part 132 is detachable so that it can be selectively hooked to one of the hooked parts 121a to 121c of the valley wire mesh 12 according to the situation of the construction site. It is formed in a so-called gourd shape that is difficult to remove. In addition, these shapes are arbitrary, and the point is not particularly limited as long as the upper end of the mountain side metal mesh 11 and the upper end of the valley side metal mesh 12 can be connected at an angle as close to horizontal as possible.

そして、山側金網11と谷側金網12とは、図6等に示すように、山側金網11の下端と、谷側金網12の基端である上端とが、複数箇所(図6では、便宜上、7箇所としている。)において、それぞれ連結リング15等により、回動可能に連結されている。なお、図6に示す状態は、山側金網11と谷側金網12とが、連結リング15を介し広げた状態を示しており、山側金網11と谷側金網12とを連結リング15を介し閉じると、図9に示すような連結リング15を介し折り重なる状態になり、保管や運搬の際にスペース効率が向上する。なお、本実施の形態では、山側金網11と谷側金網12とを連結リング15を介し回動可能に連結しているが、本発明では、これに限らず、連結リング15を使用せずに、山側金網11と谷側金網12とを直接回動可能に連結するようにしても勿論よい。   And as shown in FIG. 6 etc., the mountain side wire mesh 11 and the valley side wire mesh 12 have a lower end of the mountain side wire mesh 11 and an upper end that is a base end of the valley side wire mesh 12 at a plurality of locations (in FIG. 7), each of them is rotatably connected by a connecting ring 15 or the like. The state shown in FIG. 6 shows a state in which the mountain side wire mesh 11 and the valley side wire mesh 12 are spread through the connection ring 15, and when the mountain side wire mesh 11 and the valley side wire mesh 12 are closed through the connection ring 15. 9 is folded through the connecting ring 15 as shown in FIG. 9, and the space efficiency is improved during storage and transportation. In the present embodiment, the mountain side wire mesh 11 and the valley side wire mesh 12 are rotatably connected via the connection ring 15. However, the present invention is not limited to this, and the connection ring 15 is not used. Of course, the mountain side wire mesh 11 and the valley side wire mesh 12 may be connected so as to be directly rotatable.

また、図6において、113は、角度調整支持金具13のリング部131が回動可能に連結される位置を示しており、ここでは、4箇所としている。   Moreover, in FIG. 6, 113 has shown the position where the ring part 131 of the angle adjustment support metal fitting 13 is connected so that rotation is possible, and it is four places here.

ここで、図6および図9に示すように、山側金網11の長手方向、すなわち斜面Sに設置した際、斜面Sの傾斜方向とは垂直方向となる横方向の長さを、谷側金網12の長手方向の長さより長く形成し、山側金網11の長手方向の両端が、谷側金網12の長手方向の両端より突出する両端突出部11a,11bを形成している。これは山側金網11の両端突出部11a,11bを、両側の縦枠2の縦枠鉄筋21やスペーサー22等に交差ないしは連結させて位置決めや固定等すると共に、谷側金網12が両側の縦枠2に干渉せずに起立できるようにするためである。なお、ここでは、山側金網11の長手方向の長さは約1700mmでほぼ縦枠鉄筋21間の距離、谷側金網12の長手方向の長さは約1400mmでほぼ成型後の縦枠2内側間の距離としている。   Here, as shown in FIG. 6 and FIG. 9, the longitudinal length of the mountain side metal mesh 11, that is, when installed on the slope S, the lateral length perpendicular to the slope direction of the slope S is defined as the valley side metal mesh 12. The both ends in the longitudinal direction of the mountain side metal mesh 11 form both end projecting portions 11 a and 11 b that project from both ends in the longitudinal direction of the valley side metal mesh 12. This is because the protruding portions 11a and 11b of the mountain side metal mesh 11 are crossed or connected to the vertical frame reinforcing bars 21 and the spacers 22 of the vertical frames 2 on both sides, and positioned and fixed. This is so that the robot can stand up without interfering with the motor 2. Here, the length in the longitudinal direction of the mountain-side wire mesh 11 is about 1700 mm and the distance between the vertical frame reinforcing bars 21, and the length in the longitudinal direction of the valley-side wire mesh 12 is about 1400 mm and is approximately between the inside of the vertical frame 2 after molding. And the distance.

その一方、図6〜図9に示すように、山側金網11の短手方向、すなわち斜面Sに設置した際、斜面Sの傾斜方向となる縦方向の長さを、谷側金網12の短手方向の長さと同じにしている。ここでは、両者の長さを、共通の約250mmとしている。   On the other hand, as shown in FIGS. 6 to 9, the length of the mountain side wire mesh 11 in the short direction, that is, the length in the vertical direction, which is the inclination direction of the slope S when installed on the slope S, is shorter than the trough side wire mesh 12. The length of the direction is the same. Here, the length of both is about 250 mm in common.

また、図6や図7等に示すように、山側金網11の長手方向である横線111の本数を、谷側金網12の長手方向の横線121の本数より少なくしている。これは、山側金網11は、斜面S上に直接またはラス金網(菱形金網)を介して設置されるため、隙間が大きくても、緑化用客土51の落下や脱落を防止できると共に、凸凹した斜面Sに沿って設けるため、なるべく山側金網11が凸凹した斜面Sに沿って設置されるように曲がり易くする必要等があるからである。   Further, as shown in FIG. 6 and FIG. 7, the number of horizontal lines 111 that are the longitudinal direction of the mountain side wire mesh 11 is made smaller than the number of horizontal lines 121 in the longitudinal direction of the valley side wire mesh 12. This is because the mountain side wire mesh 11 is installed directly on the slope S or via a lath wire mesh (rhombus wire mesh), so that even if the gap is large, the greening customer soil 51 can be prevented from falling and falling off, and is uneven. This is because it is necessary to make it easy to bend so that the mountain-side wire net 11 is installed along the uneven slope S as much as possible.

その一方、谷側金網12は、図6や図8等に示すように、長手方向の横線121の本数を多くしないと、緑化用客土51が落下や脱落等するからである。なお、山側金網11および谷側金網12の縦線112,122および横線111,121の本数や太さ等、さらには、長さなどは、任意である。   On the other hand, as shown in FIG. 6 and FIG. 8 and the like, the valley-side metal mesh 12 does not increase the number of horizontal lines 121 in the longitudinal direction, so that the greening customer soil 51 falls or drops off. Note that the number and thickness of the vertical lines 112 and 122 and the horizontal lines 111 and 121 of the mountain side wire mesh 11 and the valley side wire mesh 12 and the length thereof are arbitrary.

また、本実施の形態1の斜面緑化用客土保持具1では、図6や図8等に示すように、谷側金網12の先端側には、その長手方向に伸びる横線121を利用して、角度調整支持金具13先端のフック部132が挿入できるように、フック部132の高さより大きい、斜面Sの傾斜方向に沿って所定間隔(ここでは、例えば、210mm程度としている。)を空け、斜面Sの勾配αが変化しても、谷側金網12の先端と山側金網11の上端とがなるべく水平に近づくように、長手方向に伸びる横線121を利用して、複数(ここでは、便宜上、3つとする。)の被掛止部121a〜121cを設けている。その結果、複数の被掛止部121a〜121cの間隔を、その被掛止部121a〜121c以外の横線121間の間隔より大きくしている。なお、被掛止部121a〜121cは、3つでなくても勿論よく、2つでも、4つ以上でも良いし、さらには、横線121を利用せずに独立して設けるようにしても勿論良い。   Further, in the slope greening soil-holding tool 1 of Embodiment 1, as shown in FIGS. 6 and 8, etc., a horizontal line 121 extending in the longitudinal direction is used on the tip side of the valley-side wire mesh 12. A predetermined interval (here, for example, about 210 mm) is provided along the inclination direction of the slope S, which is larger than the height of the hook portion 132, so that the hook portion 132 at the tip of the angle adjustment support fitting 13 can be inserted. Even if the slope α of the slope S changes, a plurality of (here, for convenience, use the horizontal lines 121 extending in the longitudinal direction so that the tip of the valley-side wire mesh 12 and the upper end of the mountain-side wire mesh 11 are as close to horizontal as possible. The number of hooked portions 121a to 121c is 3). As a result, the interval between the plurality of hooked portions 121a to 121c is made larger than the interval between the horizontal lines 121 other than the hooked portions 121a to 121c. Of course, the number of the hooked portions 121a to 121c is not limited to three, and may be two or four or more, and of course, the hooked portions 121a to 121c may be provided independently without using the horizontal line 121. good.

ここで、角度調整支持金具13先端のフック部132を、谷側金網12先端側の3つの被掛止部121a〜121cのうち基端側の被掛止部121aに掛け止めると、斜面Sの勾配αが約51度の8分勾配、中央の被掛止部121bに掛け止めると、斜面Sの勾配αが約63度の5分勾配、先端側の被掛止部121cに掛け止めると、斜面Sの勾配αが約73度の3分勾配に対応することになる。   Here, when the hook portion 132 at the distal end of the angle adjustment support metal fitting 13 is hooked on the hooked portion 121a on the base end side among the three hooked portions 121a to 121c on the tip end side of the trough-side metal mesh 12, the slope S When the slope α is latched on the 8-minute gradient of about 51 degrees and the central hooked portion 121b, the slope α of the slope S is about 63-degree five-minute slope and latched on the hooked portion 121c on the tip side. The slope α of the slope S corresponds to a 3-minute slope of about 73 degrees.

なお、図11では、斜面Sの勾配αが約63度の5分勾配近くあるため、角度調整支持金具13先端のフック部132を谷側金網12の中央の被掛止部121bに掛け止めることにより、山側金網11の上端と谷側金網12の先端とがほぼ水平になるように連結している。   In FIG. 11, the slope α of the slope S is close to a 5-minute slope of about 63 degrees, so that the hook portion 132 at the tip of the angle adjustment support bracket 13 is hooked on the hooked portion 121 b at the center of the valley-side metal mesh 12. Thus, the upper end of the mountain side wire mesh 11 and the tip of the valley side wire mesh 12 are connected so as to be substantially horizontal.

これにより、斜面Sの勾配αが変化しても、角度調整支持金具13先端のフック部132を、谷側金網12の複数の被掛止部121a〜121cのうち一の被掛止部に引っ掛けることにより、山側金網11の下端を中心に谷側金網12を、約51度や、約63度、約73度の任意の起立角度に起こして、山側金網11の上端と谷側金網12の先端とがほぼ水平になるように連結することができるので、施工性および作業効率を向上させることができる。   Thereby, even if the gradient α of the slope S changes, the hook portion 132 at the tip of the angle adjustment support fitting 13 is hooked on one of the plurality of hooked portions 121a to 121c of the valley side metal mesh 12. As a result, the valley-side wire mesh 12 is raised at an arbitrary standing angle of about 51 degrees, about 63 degrees, and about 73 degrees around the lower end of the mountain-side wire mesh 11, and the upper end of the mountain-side wire mesh 11 and the tip of the valley-side wire mesh 12 are Can be connected so as to be substantially horizontal, so that workability and work efficiency can be improved.

その結果、斜面Sの勾配にかかわらず、簡便に山側金網11の上端と谷側金網12の先端とがほぼ水平に設定することができるので、斜面緑化用客土保持具1により形成した植栽棚10に盛った斜面緑化用客土51や、斜面緑化用客土51から生えた草木類の流出を防止することができ、植栽を損失少なく生育することができると共に、斜面S全体に設置される斜面緑化用客土保持具1の山側金網11の上端と谷側金網12の先端とがほぼ水平に統一されるので、全体に均整がとれ、景観上も良好となる。   As a result, regardless of the slope of the slope S, the top of the mountain-side wire mesh 11 and the tip of the valley-side wire mesh 12 can be set almost horizontally. It is possible to prevent outflow of the slope greening soil 51 on the shelf 10 and the planting trees 51 that grow from the slope greening soil 51. Since the upper end of the mountain side wire net 11 and the tip end of the valley side wire net 12 of the sloped greening customer soil holding tool 1 are unified almost horizontally, the whole is well-balanced and the landscape is also improved.

図12は、斜面Sに斜面緑化用客土保持具1を設置した後、緑化用客土(植生基材)を吹き付ける状態を示す図である。   FIG. 12 is a diagram illustrating a state in which the green soil customer (vegetation base material) is sprayed after the slope green planting soil holder 1 is installed on the slope S.

図12に示すように、斜面Sに斜面緑化用客土保持具1を設置した後、植生基材圧送用ホース6等を作業者が保持して、各種緑化用植物の種や肥料などが混入された緑化用客土(植生基材)51,52を、斜面緑化用客土保持具1により構成した植栽棚10や、植栽棚10と縦枠2間の斜面Sに吹き付ける。その際、例えば、植栽棚10に吹き付ける緑化用客土(植生基材)51には、背が高くなる大き目の樹木の種や苗等が含まれるようにすると、植栽棚10を介し斜面Sに根を張り成長するので、都合が良い。また、植栽棚10以外の斜面Sに吹き付ける緑化用客土(植生基材)52には、背の低い草木類の種や苗等で良い。なお、植栽棚10の谷側金網12側の面の緑化を図るために、腐食布や緑化シートをその面に設けてもよい。また、斜面緑化用客土の水分保持を目的として、保水材を斜面緑化用客土中に混入するようにしても良い。   As shown in FIG. 12, after installing the slope greening soil-holding holder 1 on the slope S, the operator holds the vegetation base material feeding hose 6 and the like, and the seeds and fertilizers of various greening plants are mixed. The greening customer soil (vegetation base materials) 51 and 52 are sprayed on the planting shelf 10 constituted by the customer planting holder 1 for slope greening or the slope S between the planting shelf 10 and the vertical frame 2. At this time, for example, if the greening soil (vegetation base material) 51 sprayed on the planting shelf 10 includes seeds or seedlings of larger trees that are taller, the slope through the planting shelf 10 Since it grows rooted in S, it is convenient. In addition, the planting soil (vegetation base material) 52 to be sprayed on the slope S other than the planting shelf 10 may be a short plant seed or seedling. In addition, in order to plan the greening of the surface of the planting shelf 10 on the valley side wire net 12 side, a corrosive cloth or a greening sheet may be provided on the surface. Moreover, you may make it mix a water retention material in the soil for slope greening for the purpose of the water | moisture content retention of the soil for slope greening.

従って、前述の斜面緑化用客土保持具1を適用した本実施の形態の断面欠円形縦枠タイプの緑化用法枠構造物によれば、保管時や運搬時には斜面緑化用客土保持具1の山側金網11と谷側金網12とを折り畳んでおく一方、施工時には山側金網11を斜面に沿って設ける一方、谷側金網12を山側金網11上端と谷側穴網12先端とが水平に近づくように、角度調整支持金具13によって任意の起立角度に設定して支持し、その起立角度に設定された山側金網11と谷側金網12との間に斜面緑化用客土51を保持させるようにしたため、例えば、次のような効果が得られる。
(1)山側金網11と谷側穴網12とを折り畳んで保管や運搬することが可能となるので、保管の際のスペース効率や、運搬の際の作業効率等を向上させることができる。
(2)山側金網11の上端と谷側穴網12の先端とが水平に近づくように起立角度を設定可能なので、斜面緑化用客土保持具1により形成した植栽棚10に盛った斜面緑化用客土51や、斜面緑化用客土51から生えた草木類の流出を防止することができ、斜面緑化用客土51の損失を少なく植栽を生育することができる。
(3)また、斜面S全体に設置される斜面緑化用客土保持具1の山側金網11の上端と谷側穴網12の先端とがほぼ水平に統一されるので、図1等に示すように広い緑化用法枠構造物の施工現場全体に均整がとれ、景観上も良好となる。
Therefore, according to the green frame method frame structure of the present embodiment to which the above-mentioned slope greening soil holding tool 1 is applied, the slope greening soil holding tool 1 is stored or transported. While the mountain-side wire mesh 11 and the valley-side wire mesh 12 are folded, the mountain-side wire mesh 11 is provided along the slope at the time of construction, while the valley-side wire mesh 12 is placed so that the upper end of the mountain-side wire mesh 11 and the tip of the valley-side wire mesh 12 approach horizontally. In addition, since the angle adjustment support bracket 13 supports and supports an arbitrary standing angle, the slope greening customer soil 51 is held between the mountain-side wire mesh 11 and the valley-side wire mesh 12 set to the standing angle. For example, the following effects can be obtained.
(1) Since the mountain side wire net 11 and the valley side hole net 12 can be folded and stored or transported, the space efficiency during storage, the work efficiency during transport, and the like can be improved.
(2) Since the standing angle can be set so that the upper end of the mountain side wire net 11 and the tip of the valley side hole net 12 approach horizontally, the slope greening on the planting shelf 10 formed by the slope soil greening customer soil retainer 1 It is possible to prevent outflow of the plant land 51 and the vegetation grown from the slope greening soil 51, and to grow the planting with little loss of the slope greening soil 51.
(3) Since the upper end of the mountain-side wire net 11 and the tip of the valley-side hole net 12 of the slope greening soil-holding fixture 1 installed on the entire slope S are unified almost horizontally, as shown in FIG. The entire construction site of the wide greening frame structure is well-balanced and the landscape is also good.

また、本実施の形態の断面欠円形縦枠タイプの緑化用法枠構造物によれば、斜面Sの傾斜方向とは垂直方向となる山側金網11の長手方向の長さを、谷側金網12の長手方向の長さより長く形成して、山側金網11の長手方向の両端が、谷側金網12の長手方向の両端より突出する両端突出部11a,11bを形成したので、山側金網11の両端突出部11a,11bをそれぞれ左右の縦枠2に連結して固定することができ、斜面緑化用客土保持具1を確実に位置決めや固定することができ、作業性が向上すると共に、谷側金網12の両端が縦枠2や縦枠2を構成する縦枠鉄筋21や、スペーサー22に干渉し難くなるので、容易に谷側金網12を引き起こすことが可能となり、この点でも作業性が向上する。なお、このような構成を採用するか否かは任意である。   In addition, according to the green frame method frame structure of the cross-sectionally lacking vertical frame type of the present embodiment, the length of the mountain-side wire mesh 11 in the longitudinal direction, which is perpendicular to the inclination direction of the slope S, is Since both ends in the longitudinal direction of the mountain side metal mesh 11 are formed longer than the length in the longitudinal direction, and both end projections 11 a and 11 b project from both ends in the longitudinal direction of the valley side metal mesh 12, both end projections of the mountain side metal mesh 11 are formed. 11a and 11b can be connected and fixed to the left and right vertical frames 2, respectively, and the slope greening soil-holding fixture 1 can be reliably positioned and fixed, improving workability and improving the trough-side wire mesh 12. Since it becomes difficult to interfere with the vertical frame 2 or the vertical frame reinforcing bar 21 constituting the vertical frame 2 or the spacer 22, both ends of the can easily cause the trough-side wire mesh 12, and the workability is improved in this respect as well. Whether or not to adopt such a configuration is arbitrary.

また、本実施の形態の断面欠円形縦枠タイプの緑化用法枠構造物では、谷側金網12は、斜面Sの傾斜方向に延びる複数本の縦線122と、斜面Sの傾斜方向とは垂直方向に延びる複数本の横線121とを交差させた金網から構成し、複数の被掛止部121a〜121cは、複数本の横線121を、斜面Sの傾斜方向に沿って所定間隔を空けて設けることにより構成し、複数の被掛止部121a〜121cの間隔は、その被掛止部121a〜121c以外の横線121間の間隔より大きくしたので、支持金具13先端のフック部132を挿入して、被掛止部121a〜121cに簡単に引っ掛けることができ、この点でも作業性を向上させることができる。なお、このような構成を採用するか否かは任意である。   Moreover, in the green frame method frame structure of the present embodiment, the valley-side metal mesh 12 is perpendicular to the plurality of vertical lines 122 extending in the inclination direction of the slope S and the inclination direction of the slope S. The plurality of hooked portions 121a to 121c are provided with a plurality of horizontal lines 121 at predetermined intervals along the inclination direction of the slope S. Since the interval between the plurality of hooked portions 121a to 121c is larger than the interval between the horizontal lines 121 other than the hooked portions 121a to 121c, the hook portion 132 at the tip of the support fitting 13 is inserted. The hooks 121a to 121c can be easily hooked, and the workability can be improved in this respect. Whether or not to adopt such a configuration is arbitrary.

≪断面矩形縦枠タイプの緑化用法枠構造物≫
次に、本発明に係る緑化用法枠構造物の他の例として、断面矩形縦枠タイプの緑化用法枠構造物の実施の形態について説明する。
<< Rectangular vertical frame type greening frame structure >>
Next, as another example of the greening usage frame structure according to the present invention, an embodiment of a greening usage frame structure having a rectangular cross-sectional frame type will be described.

図13は、斜面緑化用客土保持具1等を使用して施工現場の斜面に設置した断面矩形縦枠タイプの緑化用法枠構造物の状態を示す正面図、図14(a),(b)は、それぞれ、同緑化用法枠構造物のE−E線断面図、F−F線断面図である。   FIG. 13 is a front view showing a state of a greening method frame structure of a cross-sectional rectangular vertical frame type installed on a slope at a construction site using the slope greening soil-holding tool 1 or the like, FIG. 14 (a), (b) ) Are a cross-sectional view taken along the line E-E and a cross-sectional view taken along the line F-F, respectively.

図13,図14から明らかなように、断面矩形縦枠タイプの緑化用法枠構造物は、モルタル等のセメント系固化材を吹き付けて構成される縦枠2’を断面矩形形状に形成したもので、縦枠2’の形成に型枠を使用するタイプである。そのため、縦枠2’以外の構成は、図1〜図12にて示した断面欠円形縦枠タイプの緑化用法枠構造物と同様である。   As apparent from FIGS. 13 and 14, the cross-sectional rectangular vertical frame type greening frame structure is formed by spraying a cement-based solidifying material such as mortar into a rectangular frame 2 ′. In this type, the form frame is used to form the vertical frame 2 ′. Therefore, the configuration other than the vertical frame 2 ′ is the same as that of the green frame usage frame structure of a circular frame type with a cross section not shown in FIGS. 1 to 12.

つまり、図14(b)に示すように、断面矩形縦枠タイプの緑化用法枠構造物の縦枠2’は、井桁状のセパレータ22’とその両側に設けられたクリンプ金網23’等からなる金網型枠24’に対して4本の縦枠鉄筋21’をセパレータ22’の交差部に固定し、金網型枠24’に向けてモルタル等のセメント系固化材を吹き付けて構成される。   That is, as shown in FIG. 14 (b), the vertical frame 2 'of the greening method frame structure of a rectangular vertical frame type section is composed of a grid-like separator 22' and a crimp wire mesh 23 'provided on both sides thereof. Four vertical frame reinforcing bars 21 'are fixed to the intersection of the separator 22' with respect to the metal mesh form 24 ', and cemented solidified material such as mortar is sprayed toward the metal mesh form 24'.

従って、斜面緑化用客土保持具1を適用した本実施の形態の断面矩形縦枠タイプの緑化用法枠構造物によれば、前述の断面欠円形縦枠タイプの緑化用法枠構造物の場合と同様の効果が得られる。   Therefore, according to the greening method frame structure of the cross-sectional rectangular vertical frame type of the present embodiment to which the slope greening soil-holding fixture 1 is applied, Similar effects can be obtained.

≪他の斜面緑化用客土保持具1’の一例≫
次に、他の斜面緑化用客土保持具1’の一例について説明する。なお、この斜面緑化用客土保持具1’は、斜面緑化用客土保持具1と同様に、前述した断面欠円形縦枠タイプの緑化用法枠構造物にも、断面矩形縦枠タイプの緑化用法枠構造物にも適用できる。
≪An example of other soil holding tool 1 'for greening of slopes≫
Next, an example of another soil holding tool 1 ′ for slope greening will be described. The slope greening soil-holding tool 1 ′ is similar to the slope greening soil-holding tool 1 in the above-mentioned cross-sectionally lacking circular vertical frame type greening frame structure. It can also be applied to usage frame structures.

図15は、他の斜面緑化用客土保持具1’を構成する山側金網11’と谷側金網12’とを連結して広げた状態を示す全体図である。   FIG. 15 is an overall view showing a state in which a mountain-side metal mesh 11 ′ and a valley-side metal mesh 12 ′ constituting another slope greening soil-holding tool 1 ′ are connected and expanded.

図6に示す斜面緑化用客土保持具1を構成する山側金網11と谷側金網12と比較すると明らかであるが、斜面緑化用客土保持具1では、谷側金網12の先端側に、斜面Sの傾斜方向に沿って所定間隔を空けて設けられた複数の被掛止部121a〜121cを設け、角度調整支持金具13のリング部131を山側金網11の上端に回動可能に連結する一方、角度調整支持金具13先端のフック部132を谷側金網12の複数の被掛止部121a〜121cのうちの一に引っ掛けるように構成した。   It is clear when compared with the mountain side wire mesh 11 and the valley side wire mesh 12 that constitute the slope greening customer soil holding tool 1 shown in FIG. A plurality of hooked portions 121 a to 121 c provided at predetermined intervals along the inclination direction of the slope S are provided, and the ring portion 131 of the angle adjustment support fitting 13 is rotatably connected to the upper end of the mountain side metal net 11. On the other hand, the hook portion 132 at the tip of the angle adjustment support metal 13 is configured to be hooked on one of the plurality of hooked portions 121a to 121c of the valley side metal mesh 12.

これに対し、他の斜面緑化用客土保持具1’では、山側金網11’の上端側に、斜面Sの傾斜方向に沿って所定間隔を空けて設けられた複数の被掛止部111a’〜111c ’を設け、角度調整支持金具13のリング部131を谷側金網12’の先端部に回動可能に連結する一方、角度調整支持金具13先端のフック部132を山側金網11’の複数の被掛止部111a’〜111c ’のうちの一に引っ掛けるように構成した点が異なるだけである。   On the other hand, in the other soil holding tool 1 ′ for slope greening, a plurality of hooked portions 111 a ′ provided at predetermined intervals along the slope direction of the slope S on the upper end side of the mountain side wire net 11 ′. ˜111c ′, and the ring portion 131 of the angle adjustment support fitting 13 is rotatably connected to the tip end portion of the valley side metal mesh 12 ′, while the hook portion 132 at the tip end of the angle adjustment support fitting 13 is connected to the plurality of mountain side metal meshes 11 ′. The only difference is that it is configured to be hooked to one of the hooked portions 111a ′ to 111c ′.

このように、他の斜面緑化用客土保持具1’を構成しても、前述の他の斜面緑化用客土保持具1と同様に、保管時や運搬時は山側金網11’と谷側金網12’とを折り畳み重ねることが可能となり、保管の際のスペース効率や、運搬の際の作業効率等を向上させることができると共に、斜面Sの傾斜に応じて、斜面Sの勾配αが変化しても、角度調整支持金具13先端のフック部132が引っ掛ける山側金網11’の複数の被掛止部111a’〜111c ’を変えることにより、山側金網11’の上端と谷側金網12’の先端とがほぼ水平に設定する保持することができるので、前述の他の斜面緑化用客土保持具1の場合と同様の効果が得られる。   In this way, even if the other slope greening soil-holding fixture 1 ′ is configured, the mountain side wire mesh 11 ′ and the valley side during storage and transportation are the same as the other slope greening soil-holding fixtures 1 ′ described above. It is possible to fold and overlap the wire mesh 12 ′, and it is possible to improve the space efficiency during storage and the work efficiency during transportation, and the slope α of the slope S changes according to the slope of the slope S. Even so, by changing the plurality of hooked portions 111a ′ to 111c ′ of the mountain-side wire mesh 11 ′ to which the hook portion 132 at the tip of the angle adjusting support fitting 13 is hooked, the upper ends of the mountain-side wire mesh 11 ′ and the valley-side wire mesh 12 ′ are changed. Since it can hold | maintain which sets a front-end | tip substantially horizontal, the effect similar to the case of the above-mentioned other soil-retaining tool 1 for greening of a slope is acquired.

≪緑化用法枠構造物の施工方法の一例≫
次に、前述した本発明に係る緑化用法枠構造物の具体例である断面欠円形縦枠タイプの緑化用法枠構造物と、断面矩形縦枠タイプの緑化用法枠構造物の施工方法の一例について、図16に示すフローチャートを参照して説明する。なお、この施工方法は、図16に示すように鉄筋配置工程〜客土吹付け工程から構成されるので、各工程について分説する。
≪Example of construction method for greening frame structure≫
Next, an example of the construction method of the greening method frame structure of the cross-sectionally lacking vertical frame type and the greening method frame structure of the cross-sectional rectangular vertical frame type, which are specific examples of the greening method frame structure according to the present invention described above This will be described with reference to the flowchart shown in FIG. In addition, since this construction method is comprised from a reinforcing bar arrangement | positioning process-a visitor land spraying process as shown in FIG. 16, it will separate about each process.

(1)鉄筋配置工程
鉄筋配置工程では、縦枠鉄筋21,21’を斜面Sの所定位置に並列状態で配置する。その際、縦枠鉄筋21,21’の配置前の前段階として、斜面緑化用客土51,52、特に斜面Sに吹き付けられる斜面緑化用客土52の保持のため、菱形金網(ラス金網)4を斜面S上に敷設するようにしても良い。ただし、斜面Sの上下方向において、斜面緑化用客土保持具1の間隔が小さくなる場合には、菱形金網4を省略するようにしても良い。
(1) Reinforcing bar arrangement process In the reinforcing bar arrangement process, the vertical frame rebars 21 and 21 ′ are arranged in parallel at predetermined positions on the slope S. At that time, as a pre-stage before the arrangement of the vertical frame rebars 21 and 21 ′, a rhombus wire mesh (lass wire mesh) is used to hold the slope greening customer soils 51 and 52, particularly the slope greening customer soil 52 sprayed on the slope S. 4 may be laid on the slope S. However, in the vertical direction of the slope S, the rhombus metal mesh 4 may be omitted when the interval between the slope greening soil-holding holders 1 becomes small.

(2)客土保持具配置工程
客土保持具配置工程では、斜面S上で斜面緑化用客土保持具1を構成する山側金網11と谷側金網12とを拡げる。その際、山側金網11を斜面Sの上側に位置させると共に、山側金網11の両端の両端突出部11a,11b(図6等参照。)を縦枠鉄筋21,21’に交差させるように配置させる。そして、山側金網11の上端となる長手方向の側縁部を、植栽棚止めアンカー14(図5(a)参照。)により斜面Sに固定する。なお、この客土保持具配置工程と、前述の鉄筋配置工程は、この順番でなくても良く、順番を入れ替え、先に、客土保持具配置工程を行い、その後に鉄筋配置工程を行うようにしても良い。つまり、先に縦枠鉄筋21,21’を設置して、その後、斜面緑化用客土保持具1を設置しても良いし、それとは逆に、斜面緑化用客土保持具1を設置してから縦枠鉄筋21,21’を設置するようにしてもどちらでも良い。
(2) Guest soil holder arrangement process In the customer soil holder arrangement process, the mountain side wire mesh 11 and the valley side wire mesh 12 which constitute the slope greening customer soil holder 1 are expanded on the slope S. At that time, the mountain-side wire mesh 11 is positioned above the slope S, and both end protrusions 11a and 11b (see FIG. 6 and the like) at both ends of the mountain-side wire mesh 11 are arranged so as to intersect the vertical frame rebars 21 and 21 ′. . And the side edge part of the longitudinal direction used as the upper end of the mountain side metal-mesh 11 is fixed to the slope S with the planting shelf stop anchor 14 (refer Fig.5 (a)). In addition, this customer earth holding tool arrangement process and the above-mentioned reinforcing bar arrangement process do not need to be in this order, the order is changed, the earth earth holding element arrangement process is performed first, and then the reinforcing bar arrangement process is performed. Anyway. That is, the vertical frame rebars 21 and 21 'may be installed first, and then the slope greening soil-holding fixture 1 may be placed. Conversely, the slope greening soil-holding fixture 1 may be placed. After that, either of the vertical frame rebars 21 and 21 'may be installed.

(3)縦枠形成用補助部材配置工程
次に、縦枠形成用補助部材配置工程では、モルタル等のセメント系固化材を縦枠鉄筋周辺に吹き付ける際の目安となる各縦枠タイプの縦枠形成用補助部材を縦枠鉄筋に沿って配置する。具体的には、先に説明した断面欠円形縦枠タイプの緑化用法枠構造物の場合には、図5(b)等に示すように、2本の縦枠鉄筋21に沿って所定間隔でスペーサー22を配置する。一方、断面矩形縦枠タイプの緑化用法枠構造物の場合には、図14(b)等に示すように、4本の縦枠鉄筋21’に沿って、井桁状のセパレータ22’とその両側に設けられたクリンプ金網23’等からなる金網型枠24’を配置する。その際、鉄筋配置工程での鉄筋21’は2本にとどめ、金網型枠24’を配置した後に、残りの鉄筋21’をセパレータ22’の上部の交差部に設置する。
(3) Auxiliary member forming step for forming a vertical frame Next, in the auxiliary member forming step for forming a vertical frame, a vertical frame of each vertical frame type that serves as a guide when spraying cement-based solidifying material such as mortar around the vertical frame rebar. The forming auxiliary member is disposed along the vertical frame reinforcing bar. Specifically, in the case of the green frame method frame structure of the cross-sectionally lacking circular vertical frame type described above, as shown in FIG. 5B and the like, along the two vertical frame reinforcing bars 21 at predetermined intervals. Spacer 22 is arranged. On the other hand, in the case of a green frame usage frame structure with a rectangular vertical frame type, as shown in FIG. 14 (b) and the like, along the four vertical frame reinforcing bars 21 ', the cross-shaped separator 22' and its both sides A wire mesh form 24 'made of a crimp wire mesh 23' or the like provided in the above is disposed. At that time, the number of reinforcing bars 21 ′ in the reinforcing bar arrangement step is limited to two, and after the wire mesh form 24 ′ is arranged, the remaining reinforcing bars 21 ′ are installed at the intersections above the separator 22 ′.

(4)谷側金網起立工程
谷側金網起立工程では、斜面Sに固定した山側金網11の下側の谷側金網12を起立させ、山側金網11の上端に回動可能に連結されている角度調整支持金具13先端のフック部132を、谷側金網12先端の被掛止部121a〜121cのうち一の被掛止部に掛け止めて、植栽棚10を完成させる。その際、山側金網11の上端と、谷側金網12の先端とがなるべく水平に近づくように3つの被掛止部121a〜121cのうち一の被掛止部を選択して掛け止めるようにする。なお、図15に示したように、角度調整支持金具13の基端部が谷側金網12’の先端部に回動可能に設けられ、山側金網11’の先端側に被掛止部111a’〜111c’が設けられている場合には、角度調整支持金具13先端のフック部132を、山側金網11’の先端側の被掛止部111a’〜111c’のうち一の被掛止部に掛け止めるようにする。
(4) Valley Side Wire Mesh Standing Step In the valley side wire mesh standing step, an angle at which the valley side wire mesh 12 below the mountain side wire mesh 11 fixed to the slope S is erected and is pivotally connected to the upper end of the mountain side wire mesh 11. The hook portion 132 at the tip of the adjustment support fitting 13 is hooked on one of the hooked portions 121a to 121c at the tip of the valley side wire net 12 to complete the planting shelf 10. At that time, one of the three hooked portions 121a to 121c is selected and latched so that the upper end of the mountain-side wire mesh 11 and the tip of the valley-side wire mesh 12 are as horizontal as possible. . As shown in FIG. 15, the base end portion of the angle adjustment support fitting 13 is rotatably provided at the distal end portion of the valley side metal mesh 12 ′, and the hooked portion 111a ′ is provided at the distal end side of the mountain side metal mesh 11 ′. ˜111c ′ is provided, the hook portion 132 at the tip of the angle adjustment support fitting 13 is placed on one of the hooked portions 111a ′ to 111c ′ on the tip side of the mountain side metal mesh 11 ′. Try to hang it.

(5)セメント系固化材吹付け工程
セメント系固化材吹付け工程では、各縦枠タイプの縦枠鉄筋および縦枠形成用補助部材の周囲にモルタル等のセメント系固化材を吹き付けて、縦枠2,2’を完成させる。具体的には、断面欠円形縦枠タイプの緑化用法枠構造物の場合には、図5(b)等に示すように、スペーサー22を目標に、縦枠鉄筋21やスペーサー22の周囲にセメント系固化材を吹き付ける。その一方、断面矩形縦枠タイプの緑化用法枠構造物の場合、図14(b)等に示すように、井桁状のセパレータ22’とその両側に設けられたクリンプ金網23’等からなる金網型枠24’の内部と周囲にセメント系固化材を吹き付ける。
(5) Cement-based solidifying material spraying process In the cement-based solidifying material spraying process, cement-based solidifying material such as mortar is sprayed around the vertical frame reinforcing bars and auxiliary members for vertical frame formation in each vertical frame type. Complete 2, 2 '. Specifically, in the case of a vertical frame type greening frame structure with a cross-section, as shown in FIG. 5B and the like, a cement is formed around the vertical frame reinforcement 21 and the spacer 22 with the spacer 22 as a target. Spray the solidified material. On the other hand, in the case of a greening method frame structure having a rectangular vertical frame type, as shown in FIG. 14 (b) and the like, a wire mesh mold comprising a grid-like separator 22 'and a crimp wire mesh 23' provided on both sides thereof. Cement-based solidifying material is sprayed on and around the frame 24 '.

なお、このセメント系固化材吹付け工程と、前述の谷側金網起立工程とは、この順番でなくても良く、順番を入れ替え、先に、セメント系固化材吹付け工程を行い、その後に谷側金網起立工程を行うようにしても良い。つまり、先に谷側金網12を起立させて植栽棚10を完成させ、その後にセメント系固化材を吹き付け縦枠2を完成させても良いし、その逆に、セメント系固化材を吹き付け縦枠2を完成させた後に、谷側金網12を起立させて植栽棚10を完成させるようにしてもどちらでも良い。   Note that this cement-based solidifying material spraying step and the above-described valley-side wire mesh standing-up step do not have to be in this order, the order is changed, the cement-based solidifying material spraying step is performed first, and then the valley-based wire mesh standing-up step is performed. You may make it perform a side wire-mesh standing process. That is, the trough-side wire mesh 12 is first raised to complete the planting shelf 10, and then the cement-based solidified material is sprayed to complete the vertical frame 2, and conversely, the cement-based solidified material is sprayed vertically. After the frame 2 is completed, either one may be used so that the valley side wire net 12 is raised to complete the planting shelf 10.

これは、施工現場の状況等に応じ、どちらにも一長一短があるからである。つまり、斜面Sの傾斜や、斜面緑化用客土保持具1を設ける所定間隔等によっては、谷側金網起立工程により他方の谷側金網12を起立させた後、セメント系固化材吹付け工程によりモルタル等のセメント系固化材の吹き付け作業を行うと、植生基材圧送用ホース6(図12参照。)の移動に際して、起立させた谷側金網12にそのホース6が引っ掛かる等して作業の邪魔になることが考えられるからである。このような場合には、谷側金網起立工程の前に、セメント系固化材吹付け工程を行うようにする。   This is because both have advantages and disadvantages depending on the situation of the construction site. In other words, depending on the slope of the slope S, the predetermined interval for providing the slope greening soil-holding fixture 1, etc., after the other valley side wire net 12 is erected by the valley side wire mesh erecting step, the cement type solidifying material spraying step is performed. When the cement-based solidifying material such as mortar is sprayed, the hose 6 is caught on the raised valley-side metal mesh 12 when the vegetation base material pressure-feeding hose 6 (see FIG. 12) is moved. It is possible to become. In such a case, a cement-based solidifying material spraying step is performed before the valley side wire netting step.

また、これとは逆に、斜面Sの傾斜や、斜面緑化用客土保持具1を設ける所定間隔等によっては、セメント系固化材吹付け工程のモルタル等のセメント系固化材を吹き付け作業の後に、谷側金網起立工程の谷側金網12の起立作業を行うと、縦枠2,2’の近くに飛散したモルタル等のセメント系固化材が、谷側金網12にも付着してその起立を阻害することも考えられからである。このような場合には、先に谷側金網起立工程を行い、その後にセメント系固化材吹付け工程を行うようにする。   On the contrary, depending on the slope of the slope S and the predetermined interval for providing the slope greening soil-holding tool 1, the cement-based solidifying material such as mortar in the cement-based solidifying material spraying process may be applied after the spraying operation. When the valley side wire mesh 12 is erected in the valley side wire mesh standing process, the cement-based solidified material such as mortar scattered near the vertical frames 2 and 2 'adheres to the valley side wire mesh 12 and rises up. This is because inhibition is also considered. In such a case, the valley side wire net standing process is performed first, and then the cement-based solidifying material spraying process is performed.

(6)客土吹付け工程
そして最後に、客土吹付け工程では、前述した図12に示すように、植生基材圧送用ホース6等を作業者が保持して、各種緑化用植物の種や肥料などが混入された斜面緑化用客土(植生基材)51を、斜面緑化用客土保持具1により構成した植栽棚10内に吹き付ける。ここで、植栽棚10の内部だけでなく、左右方向の縦枠2,2’と上下方向の植栽棚10との間に囲まれた斜面Sに斜面緑化用客土(植生基材)52を吹き付けるようにしても良い。
(6) Customer soil spraying process Finally, in the customer soil spraying process, as shown in FIG. 12 described above, an operator holds the vegetation base material feeding hose 6 and the like, and seeds of various planting plants. The slope greening soil (vegetation base material) 51 mixed with fertilizer and the like is sprayed into the planting shelf 10 constituted by the slope greening soil soil holder 1. Here, not only the inside of the planting shelf 10 but also the slope greening on the slope S surrounded by the vertical frames 2, 2 'in the left-right direction and the planting shelf 10 in the vertical direction (vegetation base material) 52 may be sprayed.

以上のような施工方法により、本発明に係る緑化用法枠構造物の具体例である断面欠円形縦枠タイプの緑化用法枠構造物と、断面矩形縦枠タイプの緑化用法枠構造物とが完成する。   By the construction method as described above, a cross-section circular vertical frame type greening method frame structure and a cross-sectional rectangular vertical frame type greening method frame structure, which are specific examples of the greening frame structure according to the present invention, are completed. To do.

なお、本実施の形態の説明では、本発明に係る緑化用法枠構造物およびその施工方法に使用する斜面緑化用客土保持具1,1’を構成する谷側多孔面状部材や、山側多孔面状部材、角度調整支持部材等を、金属製の山側金網11や、谷側金網12、角度調整支持金具13等により構成して説明したが、本発明では、これに限定されるものではなく、金属製以外のプラスチック製等の他の部材によりこれらの部材を構成するようにしても勿論よい。   In the description of the present embodiment, the valley-side porous planar member constituting the greening method frame structure according to the present invention and the slope greening soil-holding holder 1, 1 ′ used in the construction method, and the mountain-side porous The planar member, the angle adjustment support member, and the like have been described by being configured with the metal mountain side metal mesh 11, the valley side metal mesh 12, the angle adjustment support metal fitting 13 and the like, but the present invention is not limited to this. Of course, these members may be constituted by other members such as plastics other than metal.

また、本発明の緑化用法枠構造物およびその施工方法にて使用する斜面緑化用客土保持具は、斜面Sに対し吹き付けられる斜面緑化用客土の滑落を防止するものであれば、各種基材が混入されていても勿論よい。また、本発明の緑化用法枠構造物およびその施工方法の適用形態は、地山などの自然のままの斜面Sでも、造成された斜面Sでも、予めコンクリートやモルタルなどによって被覆された斜面Sでも、それらの表面に斜面緑化用客土を吹き付けて緑化を図る場合には適用することが可能である。   In addition, the slope revegetation method soil structure used in the revegetation frame structure of the present invention and the construction method thereof can be used in various ways as long as they prevent sliding down of the slope revegetation soil that is blown against the slope S. Of course, the material may be mixed. The application form of the greening frame structure of the present invention and the construction method thereof may be a natural slope S such as a natural mountain, a slope S that has been created, or a slope S that has been previously covered with concrete or mortar. It is possible to apply the method when spraying the soil for slope greening to the surface of the surface to plan the greening.

1,1’ 斜面緑化用客土保持具
10 植栽棚
11,11’ 山側金網(山側多孔面状部材)
11a,11b 両端突出部
111,111’ 横線
111a’〜111’c 被掛止部
112,112’ 縦線
12,12’ 谷側金網(谷側多孔面状部材)
121,121’ 横線
121a〜121c 被掛止部
122,122’ 縦線
13 角度調整支持金具(角度調整支持部材)
14 植栽棚止めアンカー
15 連結リング
2,2’ 縦枠
21,21’ 縦枠鉄筋
22 スペーサー(縦枠形成用補助部材)
22’ セパレータ(縦枠形成用補助部材)
23’ クリンプ金網(縦枠形成用補助部材)
24’ 金網型枠(縦枠形成用補助部材)
3 横枠
31,31’ 横枠鉄筋
32 主アンカー
4 菱形金網(ラス金網)
51,52 斜面緑化用客土
1,1 'Soil greening tool for slope greening 10 Planting shelf 11, 11' Mountain side wire mesh (mountain side porous sheet-like member)
11a, 11b Both end protrusions 111, 111 ′ Horizontal lines 111a ′ to 111′c Hook parts 112, 112 ′ Vertical lines 12, 12 ′ Valley side wire mesh (valley side porous surface member)
121, 121 'horizontal line 121a-121c hooked part 122, 122' vertical line 13 angle adjustment support bracket (angle adjustment support member)
14 Planting shelf anchor 15 Linking ring 2,2 'Vertical frame 21,21' Vertical frame reinforcement 22 Spacer (auxiliary member for forming vertical frame)
22 'separator (vertical frame forming auxiliary member)
23 'Crimp wire mesh (auxiliary member for forming vertical frame)
24 'wire mesh formwork (auxiliary member for forming vertical frame)
3 Horizontal frame 31, 31 'Horizontal frame reinforcement 32 Main anchor 4 Diamond wire mesh (Las wire mesh)
51,52 Land for slope greening

Claims (5)

斜面の傾斜方向とは垂直方向に所定間隔を空けて設けられ、前記斜面の傾斜方向に延びる複数の縦枠と、
前記複数の縦枠間で斜面に沿って設けられる山側多孔面状部材と、
基端側が前記山側多孔面状部材の下端部に回動可能に連結される一方、先端側には、前記斜面の傾斜方向に所定間隔を空けて設けられた複数の被掛止部を有する谷側多孔面状部材と、
基端側が前記山側多孔面状部材の上端に回動可能に連結される一方、前記山側多孔面状部材の上端と前記谷側多孔面状部材の先端とが水平に近づくように、先端側が前記谷側多孔面状部材の複数の被掛止部のうち一の被掛止部に引っ掛けられ、前記山側多孔面状部材の下端を中心に前記谷側多孔面状部材を任意の起立角度に調整し支持する角度調整支持部材と、を有し、
前記複数の縦枠は、縦枠鉄筋と縦枠形成用補助部材にセメント系固化材が吹き付けられて構成され、
前記角度調整支持部材によって前記起立角度に設定された前記山側多孔面状部材と前記谷側多孔面状部材との間に、斜面緑化用客土を保持させる、
ことを特徴とする緑化用法枠構造物。
A plurality of vertical frames that are provided at predetermined intervals in the vertical direction with respect to the inclination direction of the slope, and extend in the inclination direction of the slope,
A mountain-side porous planar member provided along the slope between the plurality of vertical frames;
A base end side is rotatably connected to a lower end portion of the mountain-side porous planar member, and a trough having a plurality of hooked portions provided at predetermined intervals in the inclined direction of the slope on the distal end side. A side porous planar member;
While the base end side is rotatably connected to the upper end of the peak side porous surface member, the front end side is the front end side so that the upper end of the peak side porous surface member and the tip end of the valley side porous surface member approach horizontal. Hung on one of the plurality of hooked portions of the valley-side porous surface member, the valley-side porous surface member is adjusted to an arbitrary standing angle with the lower end of the mountain-side porous surface member as the center And an angle adjustment support member for supporting,
The plurality of vertical frames are configured by spraying a cement-based solidifying material on vertical frame reinforcing bars and vertical frame forming auxiliary members,
The slope greening customer soil is held between the mountain side porous surface member and the valley side porous surface member set at the standing angle by the angle adjustment support member,
A greening frame structure characterized by that.
斜面の傾斜方向とは垂直方向に所定間隔を空けて設けられ、前記斜面の傾斜方向に延びる複数の縦枠と、
前記複数の縦枠間で斜面に沿って設けられ、上端側には、前記斜面の傾斜方向に所定間隔を空けて設けられた複数の被掛止部を有する山側多孔面状部材と、
基端側が前記山側多孔面状部材の下端部に回動可能に連結された谷側多孔面状部材と、
基端側が前記谷側多孔面状部材の下端部に回動可能に連結される一方、前記山側多孔面状部材の上端と前記谷側多孔面状部材の先端とが水平に近づくように、先端側が前記山側多孔面状部材の複数の被掛止部のうち一の被掛止部に引っ掛けられ、前記山側多孔面状部材の下端を中心に前記谷側多孔面状部材を任意の起立角度に調整し支持する角度調整支持部材と、を有し、
前記複数の縦枠は、縦枠鉄筋と縦枠形成用補助部材にセメント系固化材が吹き付けられて構成され、
前記角度調整支持部材によって前記起立角度に設定された前記山側多孔面状部材と前記谷側多孔面状部材との間に、斜面緑化用客土を保持させる、
ことを特徴とする緑化用法枠構造物。
A plurality of vertical frames that are provided at predetermined intervals in the vertical direction with respect to the inclination direction of the slope, and extend in the inclination direction of the slope,
A mountain-side porous surface member having a plurality of hooked portions provided at predetermined intervals in the inclination direction of the slope, provided along the slope between the plurality of vertical frames;
A trough-side porous planar member whose base end side is rotatably connected to a lower end portion of the peak-side porous planar member;
The base end side is rotatably connected to the lower end portion of the valley side porous surface member, while the upper end of the mountain side porous surface member and the tip of the valley side porous surface member approach the horizontal The side is hooked to one of the plurality of hooked portions of the mountain-side porous sheet-like member, and the valley-side porous sheet-like member is set to an arbitrary standing angle around the lower end of the mountain-side porous sheet-like member. An angle adjustment support member for adjusting and supporting,
The plurality of vertical frames are configured by spraying a cement-based solidifying material on vertical frame reinforcing bars and vertical frame forming auxiliary members,
The slope greening customer soil is held between the mountain side porous surface member and the valley side porous surface member set at the standing angle by the angle adjustment support member,
A greening frame structure characterized by that.
請求項1または請求項2記載の緑化用法枠構造物において、
前記山側多孔面状部材および前記谷側多孔面状部材は、
前記斜面の傾斜方向に沿って設けられる複数の縦枠間に設けられ、
前記斜面の傾斜方向とは垂直方向となる前記山側多孔面状部材の長手方向の長さを、前記谷側多孔面状部材の長手方向の長さより長く形成して、前記山側多孔面状部材の長手方向の両端が、前記谷側多孔面状部材の長手方向の両端より突出する両端突出部を形成する、
ことを特徴とする緑化用法枠構造物。
In the greening usage frame structure according to claim 1 or 2,
The mountain side porous surface member and the valley side porous surface member are:
Provided between a plurality of vertical frames provided along the inclination direction of the slope,
The length in the longitudinal direction of the mountain-side porous sheet member that is perpendicular to the inclination direction of the slope is formed longer than the length in the longitudinal direction of the valley-side porous sheet member, Both ends in the longitudinal direction form both end protruding portions that protrude from both ends in the longitudinal direction of the valley side porous planar member,
A greening frame structure characterized by that.
請求項1〜請求項3のいずれか一の請求項に記載の緑化用法枠構造物において、
前記山側多孔面状部材および前記谷側多孔面状部材は、
前記斜面の傾斜方向に延びる複数本の縦線と、前記斜面の傾斜方向とは垂直方向に延びる複数本の横線とを交差させた金網から構成し、
前記複数の被掛止部は、
前記複数本の横線を、前記斜面の傾斜方向に所定間隔を空けて設けることにより構成し、前記複数の被掛止部を構成する前記複数本の横線間の間隔は、前記複数の被掛止部以外における前記横線間の間隔より大きくする、
ことを特徴とする緑化用法枠構造物。
In the greening usage frame structure according to any one of claims 1 to 3,
The mountain side porous surface member and the valley side porous surface member are:
A plurality of vertical lines extending in the inclination direction of the slope and a wire mesh intersecting a plurality of horizontal lines extending in the vertical direction with respect to the inclination direction of the slope,
The plurality of hooked portions are:
The plurality of horizontal lines are formed by providing a predetermined interval in the inclined direction of the slope, and the interval between the plurality of horizontal lines constituting the plurality of hooking portions is the plurality of hooking Larger than the interval between the horizontal lines other than the part,
A greening frame structure characterized by that.
斜面の傾斜方向とは垂直方向に所定間隔を空け、前記斜面の傾斜方向に延びる縦枠鉄筋を設置する鉄筋配置工程と、
前記斜面の傾斜方向に所定間隔を空け、山側多孔面状部材を上側に、基端側が前記山側多孔面状部材の下端部に回動可能に連結された谷側多孔面状部材を下側にして拡げて設置する客土保持具配置工程と、
前記縦枠鉄筋に対しセメント系固化材を吹き付け際の目安となる縦枠形成用補助部材を前記縦枠鉄筋に沿って配置する縦枠形成用補助部材配置工程と、
前記山側多孔面状部材の上端と前記谷側多孔面状部材の先端とが水平に近づくように、基端が前記山側多孔面状部材の上端部または前記谷側多孔面状部材の先端部に回動可能に連結された角度調整支持部材の先端を、前記谷側多孔面状部材の先端側または前記山側多孔面状部材の上端側に設けられた前記斜面の傾斜方向に所定間隔を空けて設けられた複数の被掛止部のうちの一の被掛止部に引っ掛け、前記山側多孔面状部材の下端を中心に前記谷側多孔面状部材を任意の起立角度に設定する谷側金網起立工程と、
前記縦枠鉄筋および前記縦枠形成用補助部材に対しセメント系固化材を吹き付けることにより縦枠を形成するセメント系固化材吹付け工程と、
前記角度調整支持部材によって前記山側多孔面状部材の上端と前記谷側多孔面状部材の先端とが水平に近づくように連結された前記斜面側多孔面状部材と前記谷側多孔面状部材との間に、斜面緑化用客土を保持させる客土吹付け工程と、
を有することを特徴とする緑化用法枠構造物の施工方法。
Reinforcing bar placement step of installing a vertical frame reinforcing bar extending in the inclined direction of the slope, with a predetermined interval in the direction perpendicular to the slope direction of the slope,
A predetermined interval is provided in the inclined direction of the slope, the mountain-side porous sheet-like member is on the upper side, and the valley-side porous sheet-like member whose base end is rotatably connected to the lower end of the mountain-side porous sheet-like member is on the lower side. The customer earth retainer placement process to expand and install,
A vertical frame forming auxiliary member arranging step for arranging a vertical frame forming auxiliary member along the vertical frame reinforcing bar, which serves as a guide when spraying the cement-based solidifying material on the vertical frame reinforcing bar,
The base end is at the upper end of the mountain-side porous sheet member or the tip of the valley-side porous sheet member so that the upper end of the mountain-side porous sheet member and the tip of the valley-side porous sheet member approach the horizontal. The tip of the angle adjustment support member connected so as to be rotatable is spaced a predetermined distance in the inclination direction of the slope provided on the tip side of the valley side porous surface member or the upper end side of the mountain side porous surface member. A trough-side metal mesh that is hooked on one of the plurality of latched-parts provided and sets the trough-side porous sheet member at an arbitrary standing angle around the lower end of the crest-side porous sheet-like member Standing process,
A cement-based solidifying material spraying step of forming a vertical frame by spraying a cement-based solidifying material on the vertical frame reinforcing bars and the auxiliary member for forming the vertical frame;
The slope-side porous surface member and the valley-side porous surface member, which are connected by the angle adjustment support member so that the upper end of the mountain-side porous surface member and the tip of the valley-side porous surface member are close to horizontal. During this period, a soil spraying process for retaining the soil for slope greening,
The construction method of the greening usage frame structure characterized by having.
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