JP5773840B2 - Installation method of decorative panel on reinforced soil wall - Google Patents

Installation method of decorative panel on reinforced soil wall Download PDF

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JP5773840B2
JP5773840B2 JP2011234830A JP2011234830A JP5773840B2 JP 5773840 B2 JP5773840 B2 JP 5773840B2 JP 2011234830 A JP2011234830 A JP 2011234830A JP 2011234830 A JP2011234830 A JP 2011234830A JP 5773840 B2 JP5773840 B2 JP 5773840B2
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淳市 弘中
淳市 弘中
戸田 誠
誠 戸田
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Mitsui Chemicals Industrial Products Ltd
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本発明は、補強土壁法面に化粧パネルを設置する工法に関する。さらに詳しくは、網状壁面材を使用した補強土壁法面に化粧パネルを設置する工法に関する。   The present invention relates to a method for installing a decorative panel on a reinforced soil wall slope. More specifically, the present invention relates to a method for installing a decorative panel on a reinforced soil wall slope using a mesh wall material.

盛土形成方法では法面位置で側面からみて略L字形をなす金属性型枠を上下方向に接して積み上げて法面を構成する工法が知られており、法面構築の際にはL字形型枠と組み合わせてジオテキスタイルなどの面状補強材が使用されている(たとえば特許文献1など)。L字形型枠は、L字形型枠には型枠に鋼製金網を張ったものが用いられ、盛土面を転圧しながらL字形型枠を多段に積み上げて法面が形成される。この工法は、垂直法面構築や、急勾配法面の構築にも採用されている。このような工法により構築された盛土表面は盛土材が表面に露出しているため、景観を重視する場合にはその対応が求められる。   In the embankment formation method, a construction method is known in which a slope is formed by stacking metal molds that are substantially L-shaped when viewed from the side at the slope position and stacked in contact with each other in the vertical direction. A planar reinforcing material such as geotextile is used in combination with a frame (for example, Patent Document 1). As the L-shaped formwork, an L-shaped formwork is used in which a steel wire mesh is stretched on the formwork, and the L-shaped formwork is stacked in multiple stages while rolling the embankment surface to form a slope. This method is also used for the construction of vertical slopes and steep slopes. Since the embankment material constructed by such a construction method has an embankment material exposed on the surface, it is required to deal with it when emphasizing the landscape.

盛土の斜面を安定させるために設けられる擁壁の構築方法として、盛土の際に、盛土内に埋設する水平補強材を鋼製の連結材により連結したブロック材を、順次積み重ねて垂直方向に補強土擁壁を構築する工法が知られているが、この補強土擁壁は土圧によってブロック材で構成する壁面が変形する。そこで、先ずブロック材を設置し、ブロック材の背面に面状補強材をブロック材と間隔をあけて連結し、面状補強材を水平方向に敷設した上に略L形状の型枠を設置して盛土し、ブロック材と型枠との間に粒状排水材を充填する工程を繰り返して補強土擁壁を構築する方法が提案されている(特許文献2)。
この工法では、外観はブロック材で覆われているので一応景観を保つ効果はあるが、重いブロック材を積み重ねるためにクレーン等の重機による施工が必要であると同時に、この重いブロック材を脱落しないよう面状補強材をブロック材と堅固に連結する必要があるし、盛土材の圧密沈下や地震等によってブロック材の目地開きや損傷が懸念されるが、ブロック材が劣化や損傷しても容易に取り替えることはできない。
As a method of constructing the retaining wall provided to stabilize the slope of the embankment, when embedding, horizontal reinforcing materials embedded in the embankment are connected to each other with steel connecting materials, which are sequentially stacked and reinforced in the vertical direction. A construction method for constructing a soil retaining wall is known, but the wall of the reinforced soil retaining wall is made of a block material due to earth pressure. Therefore, the block material is first installed, the planar reinforcing material is connected to the block material at a distance from the block material, and the substantially L-shaped formwork is installed on the planar reinforcing material laid in the horizontal direction. A method of constructing a reinforced earth retaining wall by repeating the process of embanking and filling a granular drainage material between a block material and a formwork has been proposed (Patent Document 2).
In this construction method, the exterior is covered with block material, so there is an effect of maintaining the scenery for the time being, but in order to stack heavy block material, construction with heavy equipment such as cranes is necessary and at the same time, this heavy block material does not fall off It is necessary to firmly connect the surface reinforcing material to the block material, and there is concern about blockage of the block material due to consolidation settlement of the embankment material or earthquakes, but it is easy even if the block material is deteriorated or damaged It cannot be replaced.

また、盛土体法面を形成するのに一端に補強シートを固定したフレームを用い、フレーム側端部に排水材を投入してから盛土材を投入して形成した層を複数構築した後、フレームの法面側に伸縮可能なスペーサロッドを介して型枠を取り付け、型枠とフレーム間にコンクリートを打設して盛土体の側面に擁壁を構築する方法が提案されている(特許文献3)。この工法では、盛土の排水性は確保されるが、盛土材の圧密沈下や地震等によってコンクリート擁壁の変形や損傷が懸念されるが、擁壁の修復は容易ではない。   In addition, using a frame with a reinforcing sheet fixed to one end to form the embankment slope, drainage material is thrown into the frame side end, and then a plurality of layers formed by depositing the embankment material are constructed. A method has been proposed in which a mold frame is attached to the slope surface side of the slope surface via a stretchable spacer rod, and a retaining wall is constructed on the side surface of the embankment by placing concrete between the mold frame and the frame (Patent Document 3). ). This method ensures the drainage of the embankment, but there is concern about deformation and damage of the concrete retaining wall due to consolidation settlement of the embankment material, earthquakes, etc., but it is not easy to repair the retaining wall.

特開平7−119153号公報Japanese Patent Laid-Open No. 7-119153 特開2004−3317号公報JP 2004-3317 A 特開平4−108915号公報JP-A-4-108915

本発明は、補強土壁法面に化粧パネルを設置する工法を提供する。
本発明は、補強土壁法面に簡単な工程で化粧パネルを設置することができ、網状壁面材を使用した補強土壁法面に化粧パネルを調整可能に設置することができる化粧パネル設置工法を提供する。
本発明は、化粧パネルに不具合が生じた場合でも、交換が可能であって維持管理がし易い化粧パネル設置工法を提供するものである。
The present invention provides a method for installing a decorative panel on a reinforced soil wall slope.
The present invention can install a decorative panel on a reinforced soil wall slope by a simple process, and can install the decorative panel on a reinforced soil wall slope using a mesh wall material in an adjustable manner. I will provide a.
The present invention provides a method of installing a decorative panel that can be replaced and is easy to maintain and manage even when a defect occurs in the decorative panel.

本発明は、L字形に折り曲げた形状の金属製金網からなるか、L字形型枠に金属製金網を取り付けてなる壁面材と、壁面材に固定したジオテキスタイルを用いて構築した盛土補強土壁において、金属性または樹脂性の化粧パネルを取り付けるための棒状連結部材であって端部に長さ方向に長い長孔が設けられており、他端部が引き抜き抵抗構造である引き抜き抵抗性を有する棒状連結部材を複数、端部が法面より外側に出る状態で盛土に埋設し、複数の該棒状連結部材と、高さ方向に長孔が設けられた化粧パネル取付部材とを、長孔を用いて接合させ、該化粧パネル取付部材に金属性または樹脂性の化粧パネルを取り付ける補強土壁化粧パネル設置工法を提供する。 The present invention relates to an embankment reinforced earth wall constructed by using a metal wire mesh bent into an L shape, or a wall material in which a metal wire mesh is attached to an L-shaped formwork, and a geotextile fixed to the wall material . , a rod-like connecting member for attaching a metallic or resinous decorative panel is provided with a long elongated hole lengthwise ends, with a pull-out resistance is the resistance structure pullout other end A plurality of rod-like connecting members are embedded in the embankment with the end portion protruding outside the slope, and the plurality of rod-like connecting members and a decorative panel mounting member provided with a long hole in the height direction are provided with a long hole. A reinforced earth wall decorative panel installation method for attaching a metallic or resin decorative panel to the decorative panel mounting member is provided.

本発明により、補強土壁法面に化粧パネルを設置する補強土壁化粧パネル設置工法が提供される。
本発明により、補強土壁法面に簡単な工程で、金属網状壁面材を使用した補強土壁法面に化粧パネルを調整可能に設置することができる補強土壁化粧パネル設置工法が提供される。
本発明により、化粧パネルに不具合が生じた場合でも、交換が可能であって維持管理がしやすい補強土壁化粧パネル設置工法が提供される。
The present invention provides a reinforcing earth wall decorative panel installation method for installing a decorative panel on a reinforcing earth wall slope.
According to the present invention, there is provided a reinforcing earth wall decorative panel installation method capable of adjusting a decorative panel on a reinforcing earth wall slope using a metal mesh wall material in a simple process. .
According to the present invention, there is provided a method for installing a reinforced earth wall decorative panel that can be replaced and is easily maintained even when a defect occurs in the decorative panel.

本発明の棒状連結部材を示す正面図及び平面図である。It is the front view and top view which show the rod-shaped connection member of this invention. 本発明の化粧パネル取付部材を示す正面図及び側面図であるIt is the front view and side view which show the decorative panel attachment member of this invention 棒状連結部材に接合された化粧パネル取付部材に化粧パネルが設置される様子を示す概略図である。It is the schematic which shows a mode that a decorative panel is installed in the decorative panel attachment member joined to the rod-shaped connection member. 本発明の補強土壁化粧パネル設置工法の実施状況を示す部分断面図である。It is a fragmentary sectional view which shows the implementation condition of the reinforced earth wall decorative panel installation method of this invention. 本発明により設置された化粧パネル設置を示す正面外略図である。FIG. 4 is a schematic front view showing installation of a decorative panel installed according to the present invention. 本発明の補強土壁化粧パネル設置工法の試験施工状況を示す概略図である。It is the schematic which shows the test construction condition of the reinforced earth wall decorative panel installation method of this invention.

本発明は、金属製金網からなる壁面材と、ジオテキスタイルを用いて構築した盛土補強土壁において、棒状連結部材であって端部に長さ方向に長い長孔が設けられており、他端部が引き抜き抵抗構造である引き抜き抵抗性を有する棒状連結部材を複数、端部が法面より外側に出る状態で盛土に埋設し、複数の該棒状連結部材と、高さ方向に長孔が設けられた化粧パネル取付部材とを、長孔を用いて接合させ、該化粧パネル取付部材に化粧パネルを取り付ける補強土壁化粧パネル設置工法を提供するものである。   The present invention relates to a wall reinforcing material wall made of a metal wire mesh and a geotextile, and is a rod-like connecting member provided with a long hole in the lengthwise direction at the end, and the other end A plurality of rod-shaped connecting members having a pull-out resistance structure are embedded in the embankment with the ends protruding outward from the slope, and a plurality of the rod-shaped connecting members and a long hole in the height direction are provided. A decorative earth wall decorative panel installation method is provided in which a decorative panel mounting member is joined using a long hole, and the decorative panel is attached to the decorative panel mounting member.

金属製金網からなる壁面材と、ジオテキスタイルを用いて構築した盛土補強土壁は、通常金属製、特に鋼製の金網からなる壁面材、好ましくは側面視L字状の壁面材を用いて、壁面材に固定したジオテキスタイルを敷設して盛土をして転圧して盛土層を構築し、さらに同様の手法でその上に新たな盛土層を構築し、このような盛土層を重ねて盛土補強土壁が構築される。盛土補強土壁は、垂直法面構築や急勾配法面の構築にも採用される。   A wall reinforcement made of metal wire mesh and a geotextile-reinforced earth wall is usually made of metal, particularly steel wire mesh, preferably L-shaped wall material in side view, Laying geotextiles fixed to the material, embanking and rolling to build a banking layer, constructing a new banking layer on it using the same method, overlaying these banking layers, Is built. The embankment reinforced earth walls are also used for the construction of vertical slopes and steep slopes.

このような工法により構築された盛土表面は盛土材が表面に露出しているため、景観性に劣るので、簡単な工程で、金属網状壁面材を使用した補強土壁法面に化粧パネルを調整可能に設置することができる補強土壁化粧パネル設置工法を提供するものである。   Since the embankment surface constructed by such a construction method is inferior to the landscape because the embankment material is exposed on the surface, the decorative panel is adjusted to the reinforced soil wall slope using a metal mesh wall material in a simple process The present invention provides a reinforced earth wall decorative panel installation method that can be installed as possible.

金属製金網からなる壁面材は、金属製金網をL字形に折り曲げたものであってもいいし、L字形型枠に金属製金網が取り付けられたものであってもよい。   The wall surface material made of a metal wire mesh may be a metal wire mesh bent into an L shape, or may be a metal wire mesh attached to an L-shaped formwork.

本発明で用いる棒状連結部材は、一端部に水平方法に穿孔された長さ方向に長い長孔が設けられており、他端部は引き抜き抵抗を有する構造となっている。棒状連結部材の形状には特に制限はないが、好ましくは垂直方向平面を有する形状が好ましい。このような形状としては、断面視四角状、L字形状などが挙げられる。材料の経済性を考慮すればL字形状が好ましい。L字形状の場合、棒状連結部材が埋設された状態で垂直となる部分に水平方向に穿孔された長さ方向に長い長孔が設けられる。   The rod-like connecting member used in the present invention is provided with a long hole in the length direction drilled in a horizontal direction at one end portion, and the other end portion has a pull-out resistance. Although there is no restriction | limiting in particular in the shape of a rod-shaped connection member, Preferably the shape which has a perpendicular direction plane is preferable. Examples of such a shape include a square shape in a sectional view and an L shape. In consideration of the economical efficiency of the material, the L shape is preferable. In the case of the L-shape, a long hole extending in the longitudinal direction is provided in a vertical portion in a state where the rod-like connecting member is embedded.

棒状連結部材に設けられた長孔の形状には特に制限はないが、好ましい形状としては長方形又は楕円形を挙げることができる。長孔の長さ方向の幅が、それと直交する短い幅の1〜5倍、好ましくは2〜4倍程度であることが望ましい。短い幅は、棒状連結部材を構成する部材の高さの20〜80%、好ましくは30〜70%程度を占めるものであることが望ましい。   Although there is no restriction | limiting in particular in the shape of the long hole provided in the rod-shaped connection member, As a preferable shape, a rectangle or an ellipse can be mentioned. It is desirable that the width of the long hole in the length direction is 1 to 5 times, preferably about 2 to 4 times the short width orthogonal thereto. It is desirable that the short width occupies 20 to 80%, preferably about 30 to 70%, of the height of the member constituting the rod-like connecting member.

また、棒状連結部材の引き抜き抵抗を有する他端部の構造にも特に制限はなく、盛土に埋設されたときに、法面方向への引き抜きに対して抵抗する形状であればよい。このような引き抜き抵抗を有する形状として、法面方向に対して直角またはそれに近い角度で交差する棒状形状を挙げることができる。このような引き抜き抵抗を与える棒状部材の形状としては、断面視四角状、円形状、楕円形状、L字形状などを挙げることができるが、材料の使用量の対する抵抗効果を考慮すれば、法面方向に遠い部分が垂直上方を向くL字形状部材が好ましい。好ましい引き抜き抵抗を有する棒状連結部材の例は、T字型棒状連結部材であるが、引き抜き抵抗を与える棒状部材が複数設けられていてもよい。   Moreover, there is no restriction | limiting in particular also in the structure of the other end part which has extraction resistance of a rod-shaped connection member, What is necessary is just a shape which resists withdrawing to a slope direction when it embeds in embankment. Examples of the shape having such a pull-out resistance include a rod-like shape that intersects at a right angle or an angle close to the normal direction. Examples of the shape of the rod-shaped member that gives such pull-out resistance include a square shape in a cross-sectional view, a circular shape, an elliptical shape, and an L shape. However, if the resistance effect on the amount of material used is taken into account, the method An L-shaped member in which a portion far in the plane direction faces vertically upward is preferable. An example of a rod-shaped connecting member having a preferable pull-out resistance is a T-shaped rod-shaped connecting member, but a plurality of rod-shaped members that provide pull-out resistance may be provided.

本発明で用いる棒状連結部材は、長孔が設けられている端部が、法面から外側に出る状態で、棒状連結部材の引き抜き抵抗を有する他端部が盛土内部を向く状態で埋設される。本発明の棒状連結部材は、各壁面材に対応して埋設されていることが好ましい。
本発明の棒状連結部材の長さは、0.5〜3m、好ましくは1〜2m程度であることが好ましい。また、棒状連結部材を構成する部材の幅は、2〜20cm、好ましくは3〜6.5cm程度であることが望ましく、高さは2〜20cm、好ましくは3〜6.5cm程度であることが望ましい。
The rod-like connecting member used in the present invention is embedded with the end provided with the long hole protruding outward from the slope and the other end having the pull-out resistance of the rod-like connecting member facing the inside of the embankment. . The rod-like connecting member of the present invention is preferably embedded corresponding to each wall material.
The length of the rod-like connecting member of the present invention is preferably about 0.5 to 3 m, preferably about 1 to 2 m. Further, the width of the member constituting the rod-like connecting member is desirably 2 to 20 cm, preferably about 3 to 6.5 cm, and the height is 2 to 20 cm, preferably about 3 to 6.5 cm. desirable.

図1には、本発明で用いる棒状連結部材を示す正面図(a)及び平面図(b)が示されている。図1の棒状連結部材はT字型棒状連結部材であって、L字状部材によってT字型棒状連結部材が形成されている。図1の(a)には、棒状連結部材1の端部に水平方法に穿孔された長さ方向に長い長孔11が設けられている様子が示されている。図1の(b)には、棒状連結部材の他端部は、引き抜き抵抗を与える棒状部材12が結合されている様子が示されている。抵抗を与える棒状部材3では法面方向に遠い部分が垂直上方を向くよう設計されていることがわかる。   FIG. 1 shows a front view (a) and a plan view (b) showing a rod-like connecting member used in the present invention. The rod-shaped connecting member in FIG. 1 is a T-shaped rod-shaped connecting member, and the L-shaped member forms a T-shaped rod-shaped connecting member. FIG. 1 (a) shows a state in which long elongated holes 11 are provided at the end of the rod-like connecting member 1 in the length direction and are drilled in the horizontal direction. FIG. 1 (b) shows a state in which the other end of the rod-like connecting member is joined with a rod-like member 12 that provides pull-out resistance. It can be seen that the rod-shaped member 3 that gives resistance is designed so that a portion far in the direction of the normal surface faces vertically upward.

本発明の化粧パネル取付部材には、複数の前記棒状連結部材と接合させるように、垂直方向に長い長孔が設けられている。化粧パネル取付部材は、棒状連結部材と接合する垂直方向に長い長孔が設けられている部材と、化粧パネルを取り付ける部材とで構成されている。棒状連結部材と接合する部材は、棒状連結部材の方向と平行しており、化粧パネルを取り付ける部材は、通常取り付ける化粧パネルと平行するので、化粧パネル取付部材は断面視L字形状またはT字形状であることが好ましい。   The decorative panel mounting member of the present invention is provided with long holes that are long in the vertical direction so as to be joined to the plurality of rod-shaped connecting members. The decorative panel mounting member is composed of a member provided with a long hole in the vertical direction to be joined to the rod-shaped connecting member, and a member for mounting the decorative panel. The member to be joined to the rod-shaped connecting member is parallel to the direction of the rod-shaped connecting member, and the member to which the decorative panel is attached is parallel to the decorative panel to be normally attached. Therefore, the decorative panel attaching member is L-shaped or T-shaped in sectional view. It is preferable that

化粧パネル取付部材と棒状連結部材とは、双方の長孔を用いて接合されるので、上下左右の調整が可能であるので、施工時の沈下等による変化及び施工完了後に沈下等の変形が発生に対応できるので、設置する化粧パネルへの影響を軽減することができる。
化粧パネル取付部材と棒状連結部材との接合方法には、特に制限はないが、ボルトとナット等による螺合を簡便な例として挙げることができる。
Since the decorative panel mounting member and the rod-shaped connecting member are joined using both long holes, it is possible to adjust up, down, left and right, so changes due to subsidence during construction and deformation such as subsidence after construction is completed Therefore, the influence on the decorative panel to be installed can be reduced.
Although there is no restriction | limiting in particular in the joining method of a decorative panel attachment member and a rod-shaped connection member, The screwing by a volt | bolt, a nut, etc. can be mentioned as a simple example.

棒状連結部材が、各壁面材に対応して埋設されているとき、化粧パネル取付部材が、所定の数の棒状連結部材と接合するように設定されていることが好ましい。所定の数とは、2〜4程度、好ましくは2の数である。例えば2段の棒状連結部材と接合させることによって高さ方向に分離した構造とすると、施工完了後に沈下等の変形が発生した場合でもパネルへの影響は小さくできる。   It is preferable that the decorative panel mounting member is set so as to be joined to a predetermined number of bar-shaped connecting members when the bar-shaped connecting members are embedded corresponding to the respective wall surface materials. The predetermined number is about 2 to 4, preferably 2. For example, if the structure is separated in the height direction by being joined to a two-stage rod-shaped connecting member, the influence on the panel can be reduced even when deformation such as subsidence occurs after the completion of construction.

図2には、本発明の化粧パネル取付部材2の正面図(a)、並びに断面図(b)及び(c)が示されている。正面図(a)には、化粧パネル取付部材2の接合部22に垂直方向に長い長孔21が設けられている様子が示されている。図2の(b)は、化粧パネル取付部材2の接合部22にL字形にパネル取付部23が設けられている場合の断面図であり、(c)は化粧パネル取付部材2の接合部22にT字形状にパネル取付部23が設けられている場合の断面図である。化粧パネルは、パネル取付部23に取り付けられる。   FIG. 2 shows a front view (a) and sectional views (b) and (c) of the decorative panel mounting member 2 of the present invention. The front view (a) shows a state in which a long hole 21 that is long in the vertical direction is provided in the joint portion 22 of the decorative panel mounting member 2. FIG. 2B is a cross-sectional view in the case where an L-shaped panel mounting portion 23 is provided in the joint portion 22 of the decorative panel mounting member 2, and FIG. 2C is a joint portion 22 of the decorative panel mounting member 2. It is sectional drawing in case the panel attachment part 23 is provided in the T shape in FIG. The decorative panel is attached to the panel attachment portion 23.

本発明の化粧パネル取付部材2の長孔が設けられている図2の(a)として見える部材の幅は、2〜20cm、好ましくは3〜6.5cm程度であることが望ましい。また、長孔の垂直方向の幅が、短い幅の1〜5倍、好ましくは2〜4倍程度であることが望ましい。短い幅は、上記部材の幅の20〜80%、好ましくは30〜70%程度を占めるものであることが望ましい。   The width of the member seen as (a) in FIG. 2 in which the long hole of the decorative panel mounting member 2 of the present invention is provided is desirably about 2 to 20 cm, preferably about 3 to 6.5 cm. Further, it is desirable that the vertical width of the long hole is 1 to 5 times, preferably about 2 to 4 times the short width. The short width should occupy 20 to 80%, preferably about 30 to 70% of the width of the member.

本発明の化粧パネル取付部材への化粧パネルの取り付けは、化粧パネルの取り付け方式に合わせて、化粧パネル取付部材の翼部22の形状や穿孔場所を適宜化粧パネルの取り付け可能に設計することができる。化粧パネルの取り付け方式としては、ボルト固定式、嵌合固定式、ビス固定式、ドットポイント固定式、ユニット固定式及び両端固定式などがあるが、化粧パネル取付部材の設定によっていずれかの固定方式にも対応することができる。   The attachment of the decorative panel to the decorative panel mounting member of the present invention can be designed so that the decorative panel can be appropriately attached to the shape and perforation location of the decorative panel mounting member in accordance with the mounting method of the decorative panel. . The decorative panel mounting method includes bolt fixing type, fitting fixing type, screw fixing type, dot point fixing type, unit fixing type and both end fixing type, but any fixing method depending on the setting of the decorative panel mounting member Can also respond.

図3には、本発明の棒状連結部材に接合された化粧パネル取付部材に、化粧パネルが設置される様子を表す概略図が示されている。図3から、棒状連結部材1と化粧パネル取付部材2はボルト9とナット10によって螺合によって接合されており、化粧パネル取付部材2のパネル取付部23には、化粧パネル6がナット10によって取り付けられている様子がわかる。   FIG. 3 is a schematic view showing a state in which the decorative panel is installed on the decorative panel mounting member joined to the rod-shaped connecting member of the present invention. From FIG. 3, the rod-shaped connecting member 1 and the decorative panel mounting member 2 are joined by screwing with a bolt 9 and a nut 10, and the decorative panel 6 is attached to the panel mounting portion 23 of the decorative panel mounting member 2 with the nut 10. You can see what is being done.

本発明の化粧パネルの材質には特に制限はなく、金属製、樹脂製、木製などの化粧パネルを使用することができる。化粧パネル設置の目的に合わせて材質を適宜選択することができる。耐久性が必要なときは、アルミニウム製、アルマイト製、鋼製、各種合金製などの金属製化粧パネルが推奨されるが、金属製化粧パネルは、表面がアクリル樹脂等の樹脂で被覆されていてもよい。環境に優しいという観点から間伐材を用いることもできる。だだし、防火地域や準防火地域に設置するなど耐炎性や耐熱性が求められるときは、樹脂製や間伐材などの木製化粧パネルは推奨されない。
設置する化粧パネルの形状には特に制限はなく、無孔板、有孔板、無孔折板、有孔折板などの形状をとり得る。間伐材などを用いる場合には、角材、円柱材形状などであってもよい。化粧パネルとしては、市販されているものから適宜選択して使用することができる。
The material of the decorative panel of the present invention is not particularly limited, and a decorative panel made of metal, resin, wood, or the like can be used. The material can be appropriately selected according to the purpose of installation of the decorative panel. When durability is required, metallic decorative panels such as aluminum, anodized, steel, and various alloys are recommended, but the surface of the metallic decorative panel is coated with a resin such as acrylic resin. Also good. Thinned wood can be used from the viewpoint of environmental friendliness. However, if fire resistance or heat resistance is required, such as installing in fireproof or semi-fireproof areas, wooden decorative panels such as resin or thinned wood are not recommended.
There is no restriction | limiting in particular in the shape of the decorative panel to install, Shapes, such as a non-perforated plate, a perforated plate, a non-perforated folded plate, a perforated folded plate, can be taken. When thinned wood is used, it may be in the form of square wood, columnar wood, or the like. The decorative panel can be appropriately selected from commercially available ones.

図4には、本発明の補強土壁化粧パネル設置工法の実施状況を示す部分断面図である。図4には、鋼製金網からなる側面視L字状の壁面材3と、ジオテキスタイル4を用いて構築した盛土補強土壁5に、棒状連結部材1が、端部が法面より外側に出る状態で盛土に埋設され、2段の壁面材の棒状連結部材1と、化粧パネル取付部材2とが接合されていて、該化粧パネル取付部材2に化粧パネル6が取り付けられている様子が示されている。上部の化粧パネル取付部材には板状の化粧パネル61が、下部の化粧パネル取付部材には折板状の化粧パネル62が設置されている。
図4の補強土壁には、法面近傍に砕石層7が設けられている。このような砕石層を設けると、壁面の変形を抑制するのに効果がある。また、図4では、L字状の壁面材3の立ち上がり部の中間部に固定して、不織布やジオテキスタイルなどの安定補助材8が敷設されている。このような安定補助材も壁面の変形を抑制するのに効果がある。
図5には、図4の補強土壁化粧パネル設置工法を実施した結果、補強土壁に化粧パネルが設置されている状態を表す正面図が示されている。
In FIG. 4, it is a fragmentary sectional view which shows the implementation condition of the reinforced earth wall decorative panel installation method of this invention. In FIG. 4, a bar-shaped connecting member 1 is placed on the outer side of the slope on the embankment reinforced earth wall 5 constructed using a wall-shaped L-shaped wall material 3 made of a steel wire mesh and a geotextile 4. In the state, it is buried in the embankment, the two-stage wall-shaped bar-shaped connecting member 1 and the decorative panel mounting member 2 are joined, and the decorative panel 6 is attached to the decorative panel mounting member 2. ing. A plate-shaped decorative panel 61 is installed on the upper decorative panel mounting member, and a folded-plate decorative panel 62 is installed on the lower decorative panel mounting member.
The crushed stone layer 7 is provided in the vicinity of the slope on the reinforced soil wall of FIG. Providing such a crushed stone layer is effective in suppressing the deformation of the wall surface. Further, in FIG. 4, a stability auxiliary material 8 such as a nonwoven fabric or a geotextile is laid in an intermediate portion of the rising portion of the L-shaped wall material 3. Such a stabilizing auxiliary material is also effective in suppressing the deformation of the wall surface.
FIG. 5 is a front view showing a state in which the decorative panel is installed on the reinforced earth wall as a result of performing the method of installing the reinforced earth wall decorative panel shown in FIG.

図6は、本発明の補強土壁化粧パネル設置工法の試験施工状況を示す概略図である。図6からも、本発明の補強土壁化粧パネル設置工法が従来技術のようにクレーンによるコンクリートパネル施工など必要なく、簡便な方法で安定した化粧パネル設置を可能にしていることがわかる。   FIG. 6 is a schematic view showing the test construction status of the reinforced earth wall decorative panel installation method of the present invention. FIG. 6 also shows that the reinforced earth wall decorative panel installation method of the present invention does not require concrete panel construction by a crane as in the prior art, and enables a stable decorative panel installation by a simple method.

本発明により提供される補強土壁化粧パネル設置工法は、補強土壁法面に簡単な工程で、化粧パネルを調整可能に設置することができる補強土壁化粧パネル設置工法である。
本発明により、化粧パネルに不具合が生じた場合でも、交換が可能であって維持管理がしやすい補強土壁化粧パネル設置工法が提供される。
The reinforced earth wall decorative panel installation method provided by the present invention is a reinforced earth wall decorative panel installation method in which the decorative panel can be installed in an adjustable manner on a reinforced earth wall slope.
According to the present invention, there is provided a method for installing a reinforced earth wall decorative panel that can be replaced and is easily maintained even when a defect occurs in the decorative panel.

1. 棒状連結部材
11.長孔
12.引抜抵抗部
2. 化粧パネル取付部材
21.長孔
22.接合部
23.パネル取付部
3. 壁面材
4. ジオテキスタイル
5. 盛土補強土壁
6. 化粧パネル
61. 板状化粧パネル
62. 折板状化粧パネル
7. 砕石層
8. 安定補助材
9. ボルト
10.ナット
1. 10. Rod-like connecting member Long hole 12. 1. Pull-out resistance unit Cosmetic panel mounting member 21. Long hole 22. Joint 23. Panel mounting part 3. Wall material 4. Geotextile 5. 5. Reinforcing earth wall Decorative panel 61. Plate-shaped decorative panel 62. 6. Folded plate-like decorative panel Crushed stone layer8. 8. Stability auxiliary material Bolt 10. nut

Claims (5)

L字形に折り曲げた形状の金属製金網からなるか、L字形型枠に金属製金網を取り付けてなる壁面材と、壁面材に固定したジオテキスタイルを用いて構築した盛土補強土壁において、金属性または樹脂性の化粧パネルを取り付けるための棒状連結部材であって端部に長さ方向に長い長孔が設けられており、他端部が引き抜き抵抗構造である引き抜き抵抗性を有する棒状連結部材を複数、端部が法面より外側に出る状態で盛土に埋設し、複数の該棒状連結部材と、高さ方向に長孔が設けられた化粧パネル取付部材とを、長孔を用いて接合させ、該化粧パネル取付部材に金属性または樹脂性の化粧パネルを取り付ける補強土壁化粧パネル設置工法。 Or consisting of bent shape of the metal wire mesh in an L-shape, the wall material made by attaching a metal wire mesh in an L-shape mold, the embankments reinforced soil walls constructed using a fixed geotextile to the wall material, metallic or A rod-shaped connecting member for attaching a resin decorative panel , wherein a long hole is provided in the end portion in the length direction, and the other end portion is a pull-out resistance structure. A plurality of rod-shaped connecting members and a decorative panel mounting member provided with a long hole in the height direction are joined using a long hole. A reinforced earth wall decorative panel installation method for attaching a metallic or resin decorative panel to the decorative panel mounting member. 前記棒状連結部材が、各壁面材に対応して埋設されており、前記化粧パネル取付部材が、所定の数の棒状連結部材と接合するように設定されていることを特徴とする請求項1に記載の補強土壁化粧パネル設置工法。   The said bar-shaped connection member is embed | buried corresponding to each wall surface material, and the said decorative panel attachment member is set so that it may join with a predetermined number of bar-shaped connection members. The reinforced earth wall decorative panel installation method described. 前記棒状連結部材と化粧パネル取付部材とが、螺合によって接合されていることを特徴とする請求項1または2に記載の補強土壁化粧パネル設置工法。   The reinforcing earth wall decorative panel installation method according to claim 1 or 2, wherein the rod-shaped connecting member and the decorative panel mounting member are joined by screwing. 前記棒状連結部材が、側面視略L字形状部材からなることを特徴とする請求項1〜3のいずれかに記載の補強土壁化粧パネル設置工法。   The reinforcing earth wall decorative panel installation method according to any one of claims 1 to 3, wherein the bar-like connecting member is a substantially L-shaped member in a side view. 前記金属性または樹脂性の化粧パネルが、無孔板、有孔板、無孔折板または有孔折板のいずれかであることを特徴とする請求項1〜3のいずれかに記載の補強土壁化粧パネル設置工法。 The reinforcement according to any one of claims 1 to 3, wherein the metallic or resin decorative panel is any one of a non- perforated plate, a perforated plate, a non- perforated folded plate, and a perforated folded plate. Earthen wall decorative panel installation method.
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