JP6698052B2 - Block unit for retaining wall and retaining wall - Google Patents

Block unit for retaining wall and retaining wall Download PDF

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JP6698052B2
JP6698052B2 JP2017138915A JP2017138915A JP6698052B2 JP 6698052 B2 JP6698052 B2 JP 6698052B2 JP 2017138915 A JP2017138915 A JP 2017138915A JP 2017138915 A JP2017138915 A JP 2017138915A JP 6698052 B2 JP6698052 B2 JP 6698052B2
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wall
rear wall
front wall
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connecting body
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和生 金丸
和生 金丸
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和光コンクリート工業株式会社
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本発明は、例えば、宅地、道路、線路、河川、海岸等の土木工事で法面や崖、盛土等の斜面を保護するために構築される擁壁用ブロックユニット及び擁壁に関する。   The present invention relates to a retaining wall block unit and retaining wall constructed to protect slopes such as slopes, cliffs, and embankments in civil engineering works such as residential land, roads, railroads, rivers, and coasts.

宅地や道路等の土木工事等で法面や崖、盛土等の斜面を土留めして保護するために擁壁が構築される。擁壁を構築する際には、コンクリート製の擁壁ブロックを積み上げて構築される方法が知られている。擁壁ブロックは、例えば、鏡面となる前壁と、前壁に対向して配置される後壁と、が連結材で一体的に連結されており、擁壁ブロックを積み上げた後に、前壁と後壁との間に胴込コンクリートが打設されて全体として一体化された擁壁が構築され、強度が保持される。前壁と後壁との間隔は、法面等の現場条件に応じて変更されることから、該間隔及び連結材の長さが異なる複数種類の擁壁ブロックを製造しようとすると、それぞれの型枠が必要で工程が煩雑であるとともに、効率が悪く製造コストが高価となってしまう上、型枠及びブロックの管理等も煩雑となる問題が生じていた。   Retaining walls will be constructed to protect the slopes such as slopes, cliffs, and embankments by civil engineering work such as residential land and roads. When constructing a retaining wall, a method of stacking concrete retaining wall blocks is known. The retaining wall block is, for example, a front wall that is a mirror surface and a rear wall that is arranged so as to face the front wall are integrally coupled by a coupling material, and after the retaining wall blocks are stacked, the front wall and the A concrete wall is cast between the rear wall and the rear wall to form an integrated retaining wall, which maintains its strength. Since the distance between the front wall and the rear wall is changed according to the site conditions such as the slope, when it is attempted to manufacture a plurality of types of retaining wall blocks having different distances and connecting members of different lengths, the respective types of There is a problem that a frame is required, the process is complicated, the efficiency is low, the manufacturing cost is high, and the management of the form and block is complicated.

このような問題に対し、例えば、特許文献1には、製造用の型枠のコストが抑えられ、保管スペースを減らすことに着目して、擁壁ブロックを構成する前壁、後壁、及びこれらを連結する連結部の各部分を、互いにボルトによる螺着固定により連結される独立したコンクリート製品とした大型擁壁ブロックが提案されている。特許文献1の大型擁壁ブロックでは、矩形状の前壁と、該前壁と対向配置される矩形状の後壁と、前記前壁と前記後壁との間に設けられ前記前壁と前記後壁とを互いに連結する連結部と、を備え、前記前壁、前記後壁、及び前記連結部にはボルトによって螺着可能な結合部を有し、前記連結部は板状の2つの連結材からなり、前記連結材は前記前壁と前記後壁の左右両側に前記連結材の平面方向を垂直方向として架設されると共に、前記結合部によって前記連結材の前後の端面が前記前壁と前記後壁に当接して連結するように構成されたものであった。   With respect to such a problem, for example, in Patent Document 1, focusing on reducing the cost of the mold for manufacturing and reducing the storage space, a front wall, a rear wall, and these that constitute the retaining wall block There has been proposed a large retaining wall block in which each part of a connecting portion for connecting the above is an independent concrete product which is connected by screwing and fixing each other. In the large retaining wall block of Patent Document 1, a rectangular front wall, a rectangular rear wall arranged to face the front wall, and the front wall and the front wall provided between the front wall and the rear wall. A connecting portion for connecting the rear wall to each other, the front wall, the rear wall, and the connecting portion having a connecting portion that can be screwed by a bolt, and the connecting portion has two plate-like connecting portions. The connecting member is erected on the left and right sides of the front wall and the rear wall with the plane direction of the connecting member as a vertical direction, and the front and rear end surfaces of the connecting member are connected to the front wall by the connecting portion. The back wall is configured to be in contact with and connected to the rear wall.

特開2015−190196号公報JP, 2005-190196, A

特許文献1の大型擁壁ブロックでは、前壁、後壁及び連結材の連結部は、前記連結材の前記前後の端面側に複数内設され前記前後の端面側から前記ボルトの雄ネジを突出可能な金属製のフランジ部と、前記連結材が当接する前記前壁と前記後壁の当接面側に複数内設され前記ボルトの雌ネジを形成する金属製のインサート部と、で構成されており、さらに、フランジ部はコ字状の枠材と棒状のフランジ補強材とで構成されるとともに、インサート部は一端を開口部とし他端を底部とした内部に雌ネジを形成した筒状部と棒状のインサート補強材とで構成されている。したがって、連結部の構造が複雑で、部品点数も多く、各部材間の設置位置の設定に高精度要求されるうえ、製造コストが高価となるとともに、前壁、後壁、連結材を連結する作業では、連結部のコ字状のフランジ部の狭いボルト空間内にボルトを入れて締結操作する必要があるので作業を行いにくく、労力、時間がかかる問題があった。また、大型擁壁ブロックの強度を保持するために重量化しており、現場の施工性や輸送効率が悪かった。   In the large retaining wall block of Patent Document 1, a plurality of connecting portions of the front wall, the rear wall, and the connecting material are internally provided on the front and rear end surface sides of the connecting material, and the male screw of the bolt is projected from the front and rear end surface sides. A possible metal flange portion, and a plurality of metal insert portions that are internally provided on the contact surface sides of the front wall and the rear wall with which the connecting member abuts and that form a female screw of the bolt. In addition, the flange part is composed of a U-shaped frame material and a rod-shaped flange reinforcing material, and the insert part is a tubular shape with an internal thread formed with one end being an opening and the other end being a bottom part. And a rod-shaped insert reinforcing material. Therefore, the structure of the connecting portion is complicated, the number of parts is large, high accuracy is required for setting the installation position between each member, the manufacturing cost is high, and the front wall, the rear wall, and the connecting member are connected. In the work, it is necessary to put the bolts in the narrow bolt space of the U-shaped flange portion of the connecting portion for fastening operation, so that there is a problem that the work is difficult to perform, and labor and time are required. In addition, the weight of the large retaining wall block was increased to maintain its strength, and the workability and transportation efficiency on site were poor.

本発明は上記従来の課題に鑑みてなされたものであり、その一つの目的は、強度を保持しつつ、軽量化を実現し、構造が簡単で、低コストで製造できる擁壁用ブロックユニット及び擁壁を提供することにある。   The present invention has been made in view of the above-mentioned conventional problems, and one of the objects thereof is to achieve strength while maintaining weight reduction, a simple structure, and a retaining wall block unit that can be manufactured at low cost, and To provide a retaining wall.

上記課題を解決するため本発明は、コンクリート製の前壁12と、前壁12との間に胴込コンクリート打設用の間隔をあけるように前壁12に対向して配置される後壁14と、前壁12と後壁14とのそれぞれの内面側に当接する当接肩部36を備え、該前壁12と後壁14とを連結する剛体からなる連結体16と、を備え、前壁12及び後壁14のそれぞれについて一部を埋設して一体化された基板であってそれぞれ連結体16との対向方向に向けて突設された基板44を含み、前壁12と後壁14とのそれぞれの内面側に連結体16の当接肩部36を当接させつつ基板44に該連結体16の側面をあてがって基板44と連結体16の当接肩部36とを横貫通連結する連結手段18と、を備え、後壁14に埋め込まれる基板44bは、L字状の金属板からなり、直線部分が前壁側に向けて突設されてL字曲折部分が埋設され、後壁12は、前壁12に比較して壁厚が薄く形成されるとともに、該基板44bの埋め込み位置に対応する位置で該後壁14の外面から外方に向けて突設された突出部32を含む擁壁用ブロックユニット10から構成される。連結体16は、前後方向の長さが異なるものを多数種類用意し、擁壁の高さや強度等の施工条件に応じた長さの連結体と前壁12、後壁14とを連結して擁壁用ブロックユニット10を構成することとしてもよい。 In order to solve the above problems, the present invention is directed to a front wall 12 made of concrete, and a rear wall 14 arranged so as to face the front wall 12 so as to leave a gap for pouring concrete between the front wall 12 and the front wall 12. And a connecting body 16 that includes a contact shoulder portion 36 that abuts on the inner surface side of each of the front wall 12 and the rear wall 14 and that is a rigid body that connects the front wall 12 and the rear wall 14. The front wall 12 and the rear wall 14 each include a substrate 44 that is a part of each of the wall 12 and the rear wall 14 that is embedded so as to be integrated with each other, and that protrudes in a direction facing the connecting body 16. While abutting shoulder portion 36 of connecting body 16 is brought into contact with the respective inner surface sides of and, the side surface of connecting body 16 is applied to substrate 44, and board 44 and abutting shoulder portion 36 of connecting body 16 are laterally penetratingly connected. The base plate 44b which is provided with the connecting means 18 and which is embedded in the rear wall 14 is made of an L-shaped metal plate, and the linear portion is projected toward the front wall side and the L-shaped bent portion is embedded. The wall 12 has a wall thickness smaller than that of the front wall 12, and a protruding portion 32 protruding outward from the outer surface of the rear wall 14 at a position corresponding to the embedded position of the substrate 44b. It is comprised from the block unit 10 for retaining walls containing . As the connecting body 16, many kinds having different lengths in the front-rear direction are prepared, and the connecting body having the length according to the construction conditions such as the height and strength of the retaining wall is connected to the front wall 12 and the rear wall 14. The retaining wall block unit 10 may be configured.

また、後壁14の前壁12に対向する面には、該後壁14の型枠成形時にコンクリート打設面に粗骨材を散布して固化させることによって形成させた多数の凹凸34を含むこととしてもよい。 Further, the surface of the rear wall 14 facing the front wall 12 includes a large number of irregularities 34 formed by spraying and solidifying the coarse aggregate on the concrete placing surface at the time of forming the frame of the rear wall 14. It may be that.

また、連結手段18は、前記基板44と、基板44に設けられた孔46と、当接肩部36の壁を貫通する方向に設けられた貫通孔48と、基板44の孔46と当接肩部36の貫通孔48との位置を合わせて横貫通締結する締結部材50と、を含み、連結体16の側面側からのアクセスにより前壁12又は後壁14と連結体16とを着脱自在に連結することとしてもよい。   The connecting means 18 is in contact with the board 44, a hole 46 provided in the board 44, a through hole 48 provided in a direction penetrating the wall of the contact shoulder portion 36, and a hole 46 in the board 44. A fastening member 50 for laterally fastening the shoulder portion 36 in alignment with the through hole 48 is provided, and the front wall 12 or the rear wall 14 and the connecting body 16 can be attached and detached by access from the side surface side of the connecting body 16. It may be connected to.

また、前壁12及び後壁14の上端部には一部を埋設させて上部を露出させた吊支用アンカー部材54が設けられたこととしてもよい。   Further, the upper end portions of the front wall 12 and the rear wall 14 may be provided with an anchor member 54 for suspending support, a part of which is embedded to expose the upper portion.

また、連結体16は、前後方向に長く形成され上下に平行に配設された2個1対の横枠部38と、横枠部38の長手中間位置で上下の横枠部38を連結するように配設された1個又は複数個の縦枠部40と、からなる梯子状の枠体からなることとしてもよい。 Further, the connecting body 16 connects a pair of two horizontal frame portions 38 which are formed long in the front-rear direction and which are arranged parallel to each other, and the upper and lower horizontal frame portions 38 at a longitudinal intermediate position of the horizontal frame portions 38. It may be configured by a ladder-shaped frame body including one or a plurality of vertical frame portions 40 thus arranged.

また、連結体16は、間隔をあけて略平行に配置された前壁と後壁とを四角枠状に連結するように2個1対が左右方向に対向して配置されており、前壁12と一つの連結体16を連結している締結部材50と、後壁14と他の連結体16を連結している締結部材50と、を斜めに連結するブレース材52を有することとしてもよい。   In addition, the connecting members 16 are arranged in pairs so that the front wall and the rear wall, which are arranged in parallel with each other with a space therebetween, are connected to each other in the left-right direction so as to connect in a rectangular frame shape. It is good also as having the brace material 52 which connects diagonally the fastening member 50 which connects 12 and one connection body 16, and the fastening member 50 which connects the rear wall 14 and another connection body 16. ..

さらに、本発明は、請求項1ないし請求項7のいずれかの擁壁用ブロックユニット10を積みあげて、擁壁用ブロックユニットの前壁12と後壁14との間に胴込コンクリート68を打設して構築された擁壁60から構成される。   Further, according to the present invention, the retaining wall block unit 10 according to any one of claims 1 to 7 is stacked, and a concrete wall 68 is inserted between the front wall 12 and the rear wall 14 of the retaining wall block unit. It is composed of a retaining wall 60 constructed by casting.

本発明の擁壁用ブロックユニットによれば、コンクリート製の前壁と、前壁との間に胴込コンクリート打設用の間隔をあけるように前壁に対向して配置される後壁と、前壁と後壁とのそれぞれの内面側に当接する当接肩部を備え、該前壁と後壁とを連結する剛体からなる連結体と、を備え、前壁及び後壁のそれぞれについて一部を埋設して一体化された基板であってそれぞれ連結体との対向方向に向けて突設された基板を含み、前壁と後壁とのそれぞれの内面側に連結体の当接肩部を当接させつつ基板に該連結体の側面をあてがって基板と連結体の当接肩部とを横貫通連結する連結手段と、を備えたことから、必要な強度を保持しつつ、軽量化を実現し、構造が簡単で、低コストで製造できると同時に、前壁及び後壁と連結体との連結作業も簡単かつスムーズに行える。   According to the block unit for a retaining wall of the present invention, a front wall made of concrete, and a rear wall arranged so as to face the front wall so as to leave a gap for placing the concrete between the front wall and the front wall, A front wall and a rear wall, each of which has an abutting shoulder portion that abuts on an inner surface side of the front wall; and a connecting body made of a rigid body that connects the front wall and the rear wall. A substrate integrated with a portion embedded therein, the substrate protruding in a direction opposite to the connecting body, and abutting shoulder portions of the connecting body on inner surface sides of the front wall and the rear wall, respectively. And a connection means for laterally connecting the substrate and the contact shoulder of the connector by applying the side surface of the connector to the substrate while abutting against each other, thereby reducing the weight while maintaining the required strength. In addition, the structure is simple and the manufacturing cost is low, and at the same time, the connecting work between the front wall and the rear wall and the connecting body can be performed easily and smoothly.

また、連結手段は、前記基板と、基板に設けられた孔と、当接肩部の壁を貫通する方向に設けられた貫通孔と、基板の孔と当接肩部の貫通孔との位置を合わせて横貫通締結する締結部材と、を含み、連結体の側面側からのアクセスにより前壁又は後壁と連結体とを着脱自在に連結する構成とすることにより、構造が簡単で、低コストで製造できると同時に、前壁及び後壁と連結体との連結作業も簡単かつスムーズに行える。   Further, the connecting means includes the substrate, a hole provided in the substrate, a through hole provided in a direction penetrating the wall of the contact shoulder portion, a position of the hole of the substrate and the through hole of the contact shoulder portion. And a fastening member for lateral penetrating fastening, and the structure is simple and low in structure by detachably connecting the front wall or the rear wall and the connecting body by access from the side surface side of the connecting body. It can be manufactured at low cost, and at the same time, the connecting work between the front wall and the rear wall and the connecting body can be performed easily and smoothly.

また、基板は、一部が前壁又は後壁に埋め込まれた金属製アングル板からなる構成とすることにより、例えば、前壁や後壁を軽量化するために比較的厚みを薄くした場合でも基板の定着強度を保持できる基板を、簡単な構造で具体的に実現できる。   In addition, the substrate is formed of a metal angle plate partially embedded in the front wall or the rear wall, so that, for example, even when the front wall and the rear wall are made relatively thin to reduce the weight, A substrate that can maintain the fixing strength of the substrate can be specifically realized with a simple structure.

また、前壁及び後壁の上端部には一部を埋設させて上部を露出させた吊支用アンカー部材が設けられた構成とすることにより、例えば、吊支用アンカー部材にカップラー等の所定の吊支装置を接続してクレーン等で簡単に吊支することができるとともに連結体の前後方向長さを変えて組み付けた場合でも、前壁と後壁の間隔長さが変わっても前後を安定して吊支させることができる結果、擁壁用ブロックユニットを安定して搬送したり積み上げ作業を行ったりすることができる。   In addition, by providing a structure in which upper end portions of the front wall and the rear wall are provided with a suspension anchor member having a part buried and an upper portion exposed, for example, a predetermined anchor such as a coupler is provided on the suspension anchor member. It can be easily suspended with a crane etc. by connecting the suspension support device of the above, and even if it is assembled by changing the length of the connecting body in the front-rear direction, even if the distance between the front wall and the rear wall changes, As a result of being able to stably suspend and support, the retaining wall block unit can be stably transported and stacked.

また、後壁の前壁に対向する面には、後壁の成形時に用いられる多数の粗骨材の一部を外部に露出させて多数の凹凸を形成させた構成とすることにより、後壁と胴込コンクリートとの付着性を向上させ、擁壁全体としての耐久力を向上できる。   Further, on the surface of the rear wall facing the front wall, a part of the large number of coarse aggregates used for forming the rear wall is exposed to the outside to form a large number of irregularities, thereby forming the rear wall. It improves the adhesion between the concrete and the concrete and improves the durability of the retaining wall as a whole.

また、連結体は、前後方向に長く形成され上下に平行に配設された2個1対の横枠部と、横枠部の長手中間位置で上下の横枠部を連結するように配設された1個又は複数個の縦枠部と、からなる枠体からなる構成とすることにより、連結体の強度を保持しながら、軽量化を実現できるとともに、横枠部と縦枠部との間から胴込コンクリートが左右方向に流れるので、コンクリート打設をスムーズに行えるとともに、左右方向に並ぶ擁壁用ブロックユニットどうしを強度に連結し、擁壁全体としての強度を向上できる。   In addition, the connecting body is formed so as to connect the pair of horizontal frame portions that are long in the front-rear direction and are arranged in parallel in the vertical direction, and the upper and lower horizontal frame portions at the longitudinal intermediate position of the horizontal frame portions. By using a frame body composed of one or a plurality of vertical frame portions, the weight reduction can be realized while maintaining the strength of the connecting body, and the horizontal frame portion and the vertical frame portion can be combined. Since the concrete sloping from the gap flows in the left-right direction, concrete can be poured smoothly, and the retaining wall block units lined up in the left-right direction can be strongly connected to each other to improve the strength of the entire retaining wall.

また、連結体は、間隔をあけて略平行に配置された前壁と後壁とを四角枠状に連結するように2個1対が左右方向に対向して配置されており、前壁と一つの連結体を連結している締結部材と、後壁と他の連結体を連結している締結部材と、を斜めに連結するブレース材を有する構成とすることにより、筋交い状に配置されるブレース材により四角枠状に連結された前壁と後壁と連結体を補強し、擁壁用ブロックユニットの強度を向上できる。   In addition, the connecting body is arranged such that two pairs are opposed to each other in the left-right direction so as to connect the front wall and the rear wall, which are arranged substantially parallel to each other with a space therebetween, in a rectangular frame shape. The fastening member connecting one connecting body and the fastening member connecting the rear wall and the other connecting body are diagonally connected to each other, so that they are arranged in a bracing shape. The strength of the retaining wall block unit can be improved by reinforcing the front wall, the rear wall, and the connecting body that are connected in a rectangular frame shape by the brace material.

さらに、本発明は、請求項1ないし請求項7のいずれかの擁壁用ブロックユニットを積みあげて、擁壁用ブロックユニット前壁と後壁との間に胴込コンクリートを打設して構築されたことから、施工作業をスムーズに行えるとともに、施工コストも低廉におさえ、強度が高い擁壁を実現できる。   Furthermore, the present invention is constructed by stacking the retaining wall block units according to any one of claims 1 to 7 and placing a concrete wall between the front wall and the rear wall of the retaining wall block unit. Therefore, the construction work can be performed smoothly, the construction cost can be kept low, and a strong retaining wall can be realized.

本実施形態に係る擁壁用ブロックユニットの第1実施形態の側面図である。It is a side view of 1st Embodiment of the block unit for retaining walls which concerns on this embodiment. 図1の擁壁用ブロックユニットのA−A図である。It is an AA figure of the block unit for retaining walls of FIG. 図1の擁壁用ブロックユニットの前面から見た斜視説明図である。It is isometric view explanatory drawing seen from the front of the block unit for retaining walls of FIG. 図1の擁壁用ブロックユニットの後面から見た斜視説明図である。It is the perspective explanatory view seen from the rear surface of the block unit for retaining walls of FIG. 図1の擁壁用ブロックユニットの分解した側面図である。FIG. 2 is an exploded side view of the retaining wall block unit of FIG. 1. 図1の擁壁用ブロックユニットの前壁の平面図である。It is a top view of the front wall of the block unit for retaining walls of FIG. 図1の擁壁用ブロックユニットの後壁の平面図である。It is a top view of the rear wall of the block unit for retaining walls of FIG. 図1の擁壁用ブロックユニットの前面から見た分解斜視図である。It is the exploded perspective view seen from the front of the block unit for retaining walls of FIG. 図1の擁壁用ブロックユニットの後面から見た分解斜視図である。It is the exploded perspective view seen from the rear of the block unit for retaining walls of FIG. 図1の擁壁用ブロックユニットの吊支アンカー部材周辺の説明図である。It is explanatory drawing of the suspension-support anchor member periphery of the block unit for retaining walls of FIG. 図1の擁壁用ブロックユニットを吊支する際の作用説明図ある。It is an action explanatory view at the time of suspending and supporting the block unit for retaining walls of FIG. 図1の擁壁用ブロックユニットを用いて構築した擁壁の説明図である。It is explanatory drawing of the retaining wall constructed|assembled using the block unit for retaining walls of FIG. 図1の擁壁用ブロックユニットの連結材の長さが異なる例の説明図である。It is explanatory drawing of the example in which the length of the connecting material of the block unit for retaining walls of FIG. 1 differs.

以下添付図面を参照しつつ本発明の擁壁用ブロックユニット及び擁壁の実施形態について説明する。本発明に係る擁壁用ブロックユニットは、例えば、擁壁を構築するためのコンクリート製ブロックであり、上下に積み重ねられて前壁と後壁との間に胴込めコンクリートが打設されて一体化されて擁壁を構築するものである。図1ないし図11は、本発明の装具の擁壁用ブロックユニットの第1の実施形態を示している。図1、図2、図3、図4に示すように、本実施形態では、擁壁用ブロックユニット10は、前壁12と、後壁14と、前壁12と後壁14とを連結する連結体16と、を備え、前壁12と連結体16及び後壁14と連結体16とを連結する連結手段18を備えている。   Embodiments of a retaining wall block unit and a retaining wall of the present invention will be described below with reference to the accompanying drawings. The block unit for a retaining wall according to the present invention is, for example, a concrete block for constructing a retaining wall, which is stacked vertically and is integrated by placing a barrel concrete between the front wall and the rear wall. It is to build a retaining wall. 1 to 11 show a first embodiment of a retaining wall block unit of an appliance according to the present invention. As shown in FIGS. 1, 2, 3, and 4, in this embodiment, the retaining wall block unit 10 connects the front wall 12, the rear wall 14, and the front wall 12 and the rear wall 14. And a connecting means 18 for connecting the front wall 12 and the connecting body 16 and the rear wall 14 and the connecting body 16.

前壁12は、コンクリート製であり、擁壁を構築した際の化粧面となる表面ブロックである。本実施形態では、図1、図2、図3、図6に示すように、前壁12は、例えば、正面視略矩形状で平面視では略π字型に形成されており、法面の傾斜に対応して斜めに傾けた状態で配置されている。具体的には、前壁12は、矩形板状又はパネル状の壁本体部20の前面側に平面や擬石模様の化粧面が施される表面部22が形成されており、後面側に縦長角柱状の2つの脚部24が互いに間隔をあけて後方に向けて突設されている。前壁12の脚部24は、壁本体部分20より上方にずれた位置に設けられている。前壁12の壁本体部20の上端側には上方に凸部26が突設されており、壁本体部分20の下端側には、擁壁用ブロックを積み重ねた際の下段側の前壁12の凸部26と嵌合する凹部28が設けられている。 The front wall 12 is a concrete surface block that serves as a decorative surface when the retaining wall is constructed. In this embodiment, as shown in FIG. 1, FIG. 2, FIG. 3, and FIG. 6, the front wall 12 is formed, for example, in a substantially rectangular shape in a front view and in a substantially π shape in a plan view. It is arranged in an inclined state corresponding to the inclination. Specifically, the front wall 12 has a rectangular plate-shaped or panel-shaped wall body 20 having a front surface 22 on which a flat surface or a pseudo-stone-like decorative surface is formed, and a rear surface side thereof having a vertically long angle. Two columnar leg portions 24 are provided so as to project rearward with a space therebetween. The leg portion 24 of the front wall 12 is provided at a position displaced upward from the wall body portion 20. The front wall 12 has a convex portion 26 projecting upward from the upper end side of the wall main body portion 20 and the lower end side of the wall main body portion 20 when the retaining wall blocks are stacked. A concave portion 28 that fits into the convex portion 26 is provided.

後壁14は、前壁12との間に胴込コンクリート打設用の間隔をあけるように前壁12に対向して配置される裏面パネルである。本実施形態では、図1、図2、図4、図7に示すように、後壁14は、例えば、コンクリート製であり、正面視で略矩形状で平面視では、脚の短い略π字状に形成され、該前壁12と略平行状に傾斜して配置されている。後壁14は、前壁12の壁本体部20と略同じ大きさの矩形板状又はパネル状の壁本体部30の後面側に向けて突設された突出部32が設けられている。突出部32は、後述の連結手段18の基板44bの取付け位置に対応して、該取付け位置部分のみの壁本体部30の厚みを増加させて基板44bの定着深さを確保できるように設けられており、4つが互いに離隔して配置されている。例えば、上側の2つの突出部32は、上端が壁本体部30の上端と同じ高さ位置に設定され、下側の2つの突出部32は、下端が壁本体部30の下端と同じ高さ位置に設定され、それぞれ偏平角柱状に設けられている。さらに、後壁14の前壁12に対向する前面には、後壁14の成形時に用いられる多数の粗骨材の一部を外部に露出させて多数の凹凸34を形成させている。これにより、前壁12と後壁14との間に胴込コンクリートを打設した際に、後壁14と該胴込コンクリートと付着性を向上させて、擁壁全体として耐力を向上できる。なお、後壁14の凹凸は、例えば、後壁を型枠で形成する際に、コンクリート打設面をコテ均しした後に、コンクリートが完全に固化する前に少量の粗骨材を散布して形成するとよい。なお、後壁14の前面側の凹凸34は、連結体16が当接する部分を避けて形成されており、該連結体16との当接部分は平面となっている。   The rear wall 14 is a back panel that is arranged so as to face the front wall 12 so as to leave a space for pouring concrete from the front wall 12. In this embodiment, as shown in FIG. 1, FIG. 2, FIG. 4, and FIG. 7, the rear wall 14 is made of concrete, for example, and has a substantially rectangular shape in a front view and a substantially π-shape with a short leg in a plan view. The front wall 12 and the front wall 12 are inclined in a substantially parallel shape. The rear wall 14 is provided with a projecting portion 32 that projects toward the rear surface side of the wall main body 30 having a rectangular plate shape or a panel shape having substantially the same size as the wall main body 20 of the front wall 12. The protruding portion 32 is provided so as to correspond to a mounting position of the substrate 44b of the connecting means 18, which will be described later, and to increase the thickness of the wall main body portion 30 only at the mounting position portion to secure a fixing depth of the substrate 44b. And four are spaced apart from each other. For example, the upper two protrusions 32 have their upper ends set at the same height as the upper ends of the wall body 30, and the lower two protrusions 32 have their lower ends at the same height as the lower ends of the wall body 30. It is set to the position, and each is provided in the shape of a flat prism. Further, on the front surface of the rear wall 14 facing the front wall 12, a large number of irregularities 34 are formed by exposing a part of the large number of coarse aggregates used at the time of molding the rear wall 14 to the outside. Thereby, when the encased concrete is cast between the front wall 12 and the rear wall 14, the adhesion between the rear wall 14 and the encased concrete is improved, and the yield strength of the entire retaining wall can be improved. In addition, the unevenness of the rear wall 14 is, for example, when the rear wall is formed by a formwork, after the ironing surface of the concrete is leveled, a small amount of coarse aggregate is sprayed before the concrete is completely solidified. It is good to form. In addition, the unevenness 34 on the front surface side of the rear wall 14 is formed so as to avoid a portion where the connecting body 16 abuts, and a portion where the connecting body 16 abuts is a flat surface.

連結体16は、前壁12と後壁14とのそれぞれの内面側に当接する当接肩部36を備え、該前壁12と後壁14とを連結する剛体からなる連結部材である。本実施形態では、連結体16は、例えば、内部に複数の鉄筋を配した鉄筋コンクリートからなる。図2に示すように、連結体16は、例えば、前壁12の後方に突設された脚部24の後面側に当接して連結されるようになっており、間隔をあけて略平行に配置された前壁12と後壁14とを四角枠状に連結するように2個1対が左右方向に対向して配置されている。図1、図3、図4に示すように、連結体16は、例えば、前後方向に長く形成され上下に平行に配設された2個1対の横枠部38と、横枠部38の長手中間位置で上下の横枠部38を連結するように配設された1個又は複数個の縦枠部40と、からなる梯子状の枠体から構成されている。横枠部38及び縦枠部40は、例えば、四角柱状に形成されており、芯に鉄筋を配した状態で型枠内にコンクリートを流し込んで一体成型される。横枠部38は、それぞれの前端部に前壁12の脚部24の後面側に当接する当接肩部36が形成されるとともに、それぞれの後端部に後壁14の前面側に当接する当接肩部36が形成される。横枠部36は、上側に配置される横枠部が下側に配置される横枠部より後方にずれて配置されるとともに、それらの当接肩部34は、前壁12の脚部24、後壁14の傾斜に対応して傾斜端面42が形成されている。なお、連結体16は、図1、図13(a)(b)に示すように、前壁12と後壁14との間隔に応じてその前後方向長さが設定される。梯子状の枠体からなる連結体16は、例えば、横枠部38の前後方向長さに応じて、縦枠部の個数の増減や縦枠部どうしの間隔を調整することとしてもよい。   The connecting body 16 is a connecting member that includes a contact shoulder portion 36 that abuts on the inner surface sides of the front wall 12 and the rear wall 14 and that is a rigid body that connects the front wall 12 and the rear wall 14. In the present embodiment, the connecting body 16 is made of, for example, reinforced concrete in which a plurality of reinforcing bars are arranged. As shown in FIG. 2, for example, the connecting body 16 is configured to come into contact with and be connected to the rear surface side of the leg portion 24 projecting rearward of the front wall 12, and to be substantially parallel to each other at intervals. Two pairs are arranged facing each other in the left-right direction so as to connect the arranged front wall 12 and rear wall 14 in a rectangular frame shape. As shown in FIG. 1, FIG. 3, and FIG. 4, for example, the connecting body 16 includes a pair of horizontal frame portions 38 that are long in the front-rear direction and are arranged in parallel in the vertical direction. It is composed of a ladder-shaped frame body composed of one or a plurality of vertical frame portions 40 arranged so as to connect the upper and lower horizontal frame portions 38 at the longitudinal middle position. The horizontal frame portion 38 and the vertical frame portion 40 are formed, for example, in a rectangular column shape, and are integrally molded by pouring concrete into the mold with the reinforcing bars arranged in the core. The lateral frame portions 38 are formed with abutting shoulder portions 36 that abut on the rear surface side of the leg portions 24 of the front wall 12 at their front end portions, and abut on the front surface side of the rear wall 14 at their rear end portions. An abutment shoulder 36 is formed. The horizontal frame portion 36 is arranged such that the horizontal frame portion arranged on the upper side is displaced rearward from the horizontal frame portion arranged on the lower side, and the abutting shoulder portions 34 of the horizontal frame portion 36 are the leg portions 24 of the front wall 12. An inclined end surface 42 is formed so as to correspond to the inclination of the rear wall 14. As shown in FIGS. 1 and 13A and 13B, the length of the connecting body 16 in the front-rear direction is set according to the distance between the front wall 12 and the rear wall 14. The connection body 16 including a ladder-shaped frame body may be configured such that the number of vertical frame portions is increased or decreased and the interval between the vertical frame portions is adjusted according to the length of the horizontal frame portion 38 in the front-rear direction.

図1、図2、図3、図4に示すように、連結手段18は、前壁12及び後壁14のそれぞれについて一部を埋設して一体化されるとともに前壁12及び後壁14からそれぞれ連結体16との対向方向に向けて突設された基板44を含み、前壁12と後壁14とのそれぞれの内面側に連結体16の当接肩部36を当接させつつ基板44に該連結体16の側面(本実施形態では傾斜端面42)をあてがって基板44と連結体16の当接肩部36とを横貫通連結する。本実施形態では、図8、図9にも示すように、連結手段18は、例えば、基板44と、基板44に設けられた孔46と、当接肩部36の壁を貫通する方向に設けられた貫通孔48と、基板の孔46と当接肩部36の貫通孔48との位置を合わせて横貫通締結する締結部材50と、を含み、連結体16の左右側面側からのアクセスにより前壁12又は後壁14と連結体16とを着脱自在に連結する。   As shown in FIG. 1, FIG. 2, FIG. 3, and FIG. 4, the connecting means 18 is integrated by embedding a part of each of the front wall 12 and the rear wall 14 and also from the front wall 12 and the rear wall 14. Each of the substrates 44 includes a substrate 44 projecting in a direction opposite to the connecting body 16, and the abutting shoulder portions 36 of the connecting body 16 are in contact with the inner surface sides of the front wall 12 and the rear wall 14, respectively. Then, the side surface (inclined end surface 42 in this embodiment) of the connecting body 16 is applied to laterally connect the substrate 44 and the contact shoulder portion 36 of the connecting body 16. In the present embodiment, as shown in FIGS. 8 and 9, the connecting means 18 is provided, for example, in a direction that penetrates the substrate 44, the hole 46 provided in the substrate 44, and the wall of the contact shoulder portion 36. Through the through hole 48 and the fastening member 50 that laterally fastens the hole 46 of the base plate and the through hole 48 of the contact shoulder portion 36 in position. The front wall 12 or the rear wall 14 and the connecting body 16 are detachably connected.

図6に示すように、前壁12の基板44aは、一部が前壁12の脚部24に埋め込まれるとともに連結体16との対向方向すなわち後方に向けて突設された金属製平板からなることとしてもよい。本実施形態では、4個の基板44が、板面が左右方向に向くように縦に立てた状態で固定されており、基板44の外部に突設された部分に横方向に貫通する孔46が穿孔されている。図7に示すように、後壁14の基板44bは、一部が後壁14に埋め込まれた金属製アングル板からなる。基板44bは、L字状に曲折された部分が、後壁14に埋設されて固定されるとともに、直線部分が連結体16との対向方向すなわち前方に向けて突設されている。前壁12の基板44aの位置に対応して4個の基板44bが、板面が左右方向に向くように縦に立てた状態で固定されており、基板44bの外部に突設された部分に横方向に貫通する孔46が穿孔されている。基板44bをL字状に設けたことにより、後壁14が軽量化のために比較的薄い厚みで形成されていても該基板44bの定着強度を確保できる。さらに、上述のように、基板44bが埋設される後壁14には、壁本体部30の厚みを増加するように突出部32が設けられているので、基板の定着深さを確保して、より強固に基板44bを後壁に固定して強度を保持できる。連結体16の貫通孔48は、上下の横枠部38の当接肩部36が形成される前端側及び後端側にそれぞれ横方向に貫通して設けられている。締結部材50は、例えば、ボルト・ナットからなり、基板の孔46と当接肩部36の貫通孔48との位置を合わせて、ボルト・ナットからなる締結部材を螺合締結して連結される。これらの締結作業は、側面側から行えるので、スムーズかつ短時間で作業を行える。   As shown in FIG. 6, the base plate 44 a of the front wall 12 is a metal flat plate partially embedded in the leg portion 24 of the front wall 12 and projecting in a direction facing the connecting body 16, that is, rearward. It may be that. In the present embodiment, four substrates 44 are fixed in a vertically standing state such that the plate surfaces thereof are oriented in the left-right direction, and holes 46 penetrating in the lateral direction at portions projecting outside the substrate 44. Is perforated. As shown in FIG. 7, the substrate 44 b of the rear wall 14 is made of a metal angle plate partially embedded in the rear wall 14. The L-shaped bent portion of the board 44b is embedded in and fixed to the rear wall 14, and the straight portion of the board 44b is provided so as to project toward the facing direction of the connecting body 16, that is, the front side. Corresponding to the position of the substrate 44a of the front wall 12, four substrates 44b are fixed in a vertically standing state so that the plate surfaces thereof are oriented in the left-right direction, and are fixed to the portion projecting outside the substrate 44b. A hole 46 penetrating in the lateral direction is formed. By providing the substrate 44b in the L shape, the fixing strength of the substrate 44b can be secured even if the rear wall 14 is formed to have a relatively thin thickness for weight reduction. Further, as described above, the rear wall 14 in which the substrate 44b is embedded is provided with the projecting portion 32 so as to increase the thickness of the wall main body portion 30, so that the fixing depth of the substrate is secured, The strength can be maintained by more firmly fixing the substrate 44b to the rear wall. The through hole 48 of the connecting body 16 is provided in the lateral direction at the front end side and the rear end side where the contact shoulders 36 of the upper and lower horizontal frame portions 38 are formed. The fastening member 50 is, for example, a bolt/nut, and the holes 46 of the board and the through hole 48 of the contact shoulder portion 36 are aligned with each other, and the fastening member of the bolt/nut is screwed and connected. .. Since these fastening operations can be performed from the side surface side, the operations can be performed smoothly and in a short time.

図1、図2に示すように、本実施形態では、前壁12と一つの連結体16を連結している締結部材50と、後壁14と他の連結体16を連結している締結部材50と、を斜めに連結するブレース材52が設けられている。ブレース材52は、例えば、直線状に長い鉄筋等の金属棒材からなり、X字状に互いに斜めに交差して設けられており、四角枠状の擁壁用ブロックユニットを補強する。ブレース材52は、例えば、それぞれの端部を連結部材50のボルト又はナットに溶接して固定される。   As shown in FIGS. 1 and 2, in the present embodiment, a fastening member 50 that connects the front wall 12 and one connecting body 16 and a fastening member that connects the rear wall 14 and another connecting body 16 to each other. A brace member 52 that obliquely connects 50 and 50 is provided. The brace material 52 is made of, for example, a metal rod material such as a linearly long reinforcing bar and is provided so as to obliquely intersect each other in an X shape, and reinforces the rectangular frame-shaped retaining wall block unit. The brace members 52 are fixed, for example, by welding their ends to the bolts or nuts of the connecting member 50.

図10、図11に示すように、前壁12及び後壁14の上端部には、一部を埋設させて上部を露出させた吊支用アンカー部材54が設けられている。吊支用アンカー部材54は、擁壁用ブロックユニット10を吊支するために前壁12と後壁14を吊支するための部材である。吊支用アンカー部材54は、例えば、円柱状で上端及び下端に拡大部を持つダンベル状の金具からなり、前壁12及び後壁14の上端部に凹設された半球状凹部56の内部に収納状に設置されており、上半部を半球状凹部56内で露出させるとともに下半部を壁本体部に埋設させて一体的に固定されている。例えば、前壁12側の吊支用アンカー部材54は、脚部24に設けられている。後壁14側の吊支用アンカー部材54は、壁本体部と突出部34部分にまたがるような位置に設けられている。擁壁用ブロックユニット10を吊支する際には、前壁12及び後壁14それぞれの吊支用アンカー部材54の径が拡大された頭部に着脱自在に係合する係合溝57aを有するカップラー57をセットし、カップラー57にシャックル59等を介して連係されるワイヤー60を介して、吊支装置やクレーン等によって前後を同時に吊り上げられる。   As shown in FIGS. 10 and 11, a suspension anchor member 54, which is partially embedded and whose upper portion is exposed, is provided at the upper ends of the front wall 12 and the rear wall 14. The suspension anchor member 54 is a member for suspending the front wall 12 and the rear wall 14 for suspending the retaining wall block unit 10. The suspension anchor member 54 is, for example, made of a dumbbell-shaped metal fitting having a columnar shape and having enlarged portions at the upper and lower ends, and is provided inside a hemispherical recess 56 formed in the upper ends of the front wall 12 and the rear wall 14. It is installed in a storage state, and the upper half is exposed in the hemispherical recess 56 and the lower half is embedded in the wall main body and fixed integrally. For example, the suspension anchor member 54 on the front wall 12 side is provided on the leg portion 24. The suspension anchor member 54 on the rear wall 14 side is provided at a position so as to straddle the wall main body portion and the protruding portion 34. When suspending the retaining wall block unit 10, there is an engagement groove 57a that is detachably engaged with the head portion of the front wall 12 and the rear wall 14 with the diameter of the suspension anchor member 54 enlarged. The coupler 57 is set, and the front and rear are simultaneously lifted by a suspension support device, a crane, or the like via a wire 60 linked to the coupler 57 via a shackle 59 or the like.

次に、図12をも参照しつつ本実施形態に係る擁壁用ブロックユニット10を用いて構築される擁壁60について説明する。例えば、前壁12、後壁14、連結体16をそれぞれ予め工場で型枠を用いて製造しておき、組み付けた状態で、傾斜した地山や盛土等の地盤Gの擁壁を構築する現場に運搬する。擁壁用ブロックユニット10は、擁壁を設置する場所の基礎となる基礎砕石62を敷設し、その上に基礎コンクリート64を打設する。なお、プレキャスト製基礎ブロックを設置しても良い。基礎コンクリート64の上に最下段の擁壁用ブロックユニット10を左右方向に互いに密着させながら配列し、その上に順次、擁壁用ブロックユニット10を上下方向に積み重ねていく。擁壁用ブロックユニット10を積み重ねていく工程では、図11に示すように、吊支用アンカー部材54にカップラー57を装着し、ワイヤー60等を介してクレーン等で吊り上げて、下段の擁壁用ブロックユニット10と位置合わせして吊り下し、カップラーを取り外す。さらに、後壁14と斜面が形成された地盤Gとの間に裏込材66を充填するとともに、前壁12と後壁14との間に胴込コンクリート68を打設して左右方向及び上下方向に並ぶ擁壁用ブロックユニットが一体化される。胴込めコンクリート68を打設する際には、連結体16が梯子状の枠体で構成されているので、スムーズに打設できるとともに、前壁12、後壁14がコンクリート打設時の圧力によって前後方向に変形するのを良好に防止できるうえ、コンクリートが固化した際には横方向に並ぶ擁壁用ブロックユニットどうしの連結強度を向上し、擁壁全体の強度を向上できる。このように複数の擁壁用ブロックユニットを所定の高さまで積み上げていき、最上段の擁壁用ブロックユニット10の上面側には天端コンクリート70が打設されて擁壁60が構築される。 Next, a retaining wall 60 constructed using the retaining wall block unit 10 according to the present embodiment will be described with reference to FIG. 12 as well. For example, the front wall 12, the rear wall 14, and the connecting body 16 are each manufactured in advance using a formwork in a factory or the like , and in the assembled state, a retaining wall for the ground G such as an inclined ground or embankment is constructed. Transport to the site. The retaining wall block unit 10 lays a crushed foundation stone 62 that serves as a foundation of a place where a retaining wall is installed, and lays foundation concrete 64 thereon. A precast base block may be installed. The bottommost retaining wall block units 10 are arranged on the basic concrete 64 while closely adhering to each other in the left-right direction, and the retaining wall block units 10 are sequentially stacked in the vertical direction. In the process of stacking the retaining wall block units 10, as shown in FIG. 11, the coupler 57 is attached to the suspension supporting anchor member 54, and is lifted by a crane or the like via the wire 60 or the like to retain the lower retaining wall. The block unit 10 is aligned and suspended, and the coupler is removed. Further, a backfill material 66 is filled between the rear wall 14 and the ground G on which the slope is formed, and a barrel concrete 68 is placed between the front wall 12 and the rear wall 14 so as to move in the left-right direction and the vertical direction. The retaining wall block units arranged in the direction are integrated. Since the connecting body 16 is formed of a ladder-shaped frame when the body-filling concrete 68 is placed, the connection can be made smoothly, and the front wall 12 and the rear wall 14 are pressed by the pressure during concrete placement. In addition to being able to favorably prevent deformation in the front-rear direction, when concrete is solidified, the strength of the connection between the retaining wall block units arranged in the lateral direction can be improved, and the strength of the entire retaining wall can be improved. In this way, a plurality of retaining wall block units are stacked up to a predetermined height, and the top end concrete 70 is cast on the upper surface side of the uppermost retaining wall block unit 10 to construct the retaining wall 60.

以上説明した本発明の装具の継手装置は、上記した実施形態のみの構成に限定されるものではなく、特許請求の範囲に記載した本発明の本質を逸脱しない範囲において、任意の改変を行ってもよい。   The joint device for a brace of the present invention described above is not limited to the configurations of the above-described embodiments only, and may be modified in any manner without departing from the essence of the present invention described in the claims. Good.

本発明の擁壁用ブロックユニット及び擁壁は、大小種々の擁壁を構築する際に好適に利用される。   The block unit for a retaining wall and the retaining wall of the present invention are suitably used when constructing a retaining wall of various sizes.

10 擁壁用ブロックユニット
12 前壁
14 後壁
16 連結体
18 連結手段
36 当接肩部
38 横枠部
40 縦枠部
44 基板
46 孔
48 貫通孔
50 締結部材
52 ブレース材
54 吊支アンカー部材
60 擁壁
DESCRIPTION OF SYMBOLS 10 Block unit for retaining wall 12 Front wall 14 Rear wall 16 Connection body 18 Connection means 36 Abutment shoulder part 38 Horizontal frame part 40 Vertical frame part 44 Substrate 46 hole 48 Through hole 50 Fastening member 52 Brace material 54 Suspension anchor member 60 Retaining wall

Claims (7)

コンクリート製の前壁と、
前壁との間に胴込コンクリート打設用の間隔をあけるように前壁に対向して配置されるコンクリート製の後壁と、
前壁と後壁とのそれぞれの内面側に当接する当接肩部を備え、該前壁と後壁とを連結する剛体からなる連結体と、を備え、
前壁及び後壁のそれぞれについて一部を埋設して一体化された基板であってそれぞれ連結体との対向方向に向けて突設された基板を含み、前壁と後壁とのそれぞれの内面側に連結体の当接肩部を当接させつつ基板に該連結体の側面をあてがって基板と連結体の当接肩部とを横貫通連結する連結手段と、を備え
後壁に埋め込まれる基板は、L字状の金属板からなり、直線部分が前壁側に向けて突設されてL字曲折部分が埋設され、
後壁は、前壁に比較して壁厚が薄く形成されるとともに、該基板の埋め込み位置に対応する位置で該後壁の外面から外方に向けて突設された突出部を含むことを特徴とする擁壁用ブロックユニット。
A concrete front wall,
A rear wall made of concrete, which is arranged so as to face the front wall so as to leave a gap for placing concrete in the front wall,
A front wall and a rear wall are provided with abutting shoulder portions that abut on respective inner surface sides, and a connecting body made of a rigid body that connects the front wall and the rear wall is provided,
Substrates that are integrally embedded by embedding a part of each of the front wall and the rear wall, and include substrates that project in a direction facing the connecting body, and inner surfaces of the front wall and the rear wall, respectively. Connection means for laterally penetrating the substrate and the contact shoulder of the connector by applying the side surface of the connector to the substrate while abutting the contact shoulder of the connector on the side .
The substrate to be embedded in the rear wall is made of an L-shaped metal plate, the linear portion is projected toward the front wall side, and the L-shaped bent portion is embedded.
The rear wall has a wall thickness smaller than that of the front wall, and includes a protrusion protruding outward from the outer surface of the rear wall at a position corresponding to the embedding position of the substrate. Characteristic block unit for retaining wall.
後壁の前壁に対向する面には、該後壁の型枠成形時にコンクリート打設面に粗骨材を散布して固化させることによって形成させた多数の凹凸を含むことを特徴とする請求項1記載の擁壁用ブロックユニット。 The surface of the rear wall facing the front wall includes a large number of concavities and convexities formed by spraying and solidifying coarse aggregate on the concrete placing surface during mold formation of the rear wall. Item 1. A retaining wall block unit according to Item 1. 連結手段は、
前記基板と、
基板に設けられた孔と、
当接肩部の壁を貫通する方向に設けられた貫通孔と、
基板の孔と当接肩部の貫通孔との位置を合わせて横貫通締結する締結部材と、を含み、
連結体の側面側からのアクセスにより前壁又は後壁と連結体とを着脱自在に連結したことを特徴とする請求項1又は2記載の擁壁用ブロックユニット。
The connecting means is
The substrate;
Holes provided in the substrate,
A through hole provided in the direction of penetrating the wall of the contact shoulder,
A fastening member for laterally fastening by aligning the position of the hole of the substrate and the through hole of the contact shoulder portion,
The retaining wall block unit according to claim 1 or 2, wherein the front wall or the rear wall and the connecting body are detachably connected to each other by access from a side surface side of the connecting body.
前壁及び後壁の上端部には一部を埋設させて上部を露出させた吊支用アンカー部材が設けられたことを特徴とする請求項1ないし3のいずれかに記載の擁壁用ブロックユニット。   The retaining wall block according to any one of claims 1 to 3, wherein an anchor member for suspending a suspension is provided at the upper end portions of the front wall and the rear wall, a part of which is buried to expose the upper portion. unit. 連結体は、前後方向に長く形成され上下に平行に配設された2個1対の横枠部と、横枠部の長手中間位置で上下の横枠部を連結するように配設された1個又は複数個の縦枠部と、からなる梯子状の枠体からなることを特徴とする請求項1ないしのいずれかに記載の擁壁用ブロックユニット。 The connecting body is formed so as to connect the pair of horizontal frame portions that are long in the front-rear direction and are arranged in parallel vertically and the upper and lower horizontal frame portions at the longitudinal intermediate position of the horizontal frame portions. one or more and the vertical frame portion, retaining wall block unit according to any one of claims 1 to 4, characterized in that it consists of ladder-like frame body made of. 連結体は、間隔をあけて略平行に配置された前壁と後壁とを四角枠状に連結するように2個1対が左右方向に対向して配置されており、
前壁と一つの連結体を連結している締結部材と、後壁と他の連結体を連結している締結部材と、を斜めに連結するブレース材を有することを特徴とする請求項1ないしのいずれかに記載の擁壁用ブロックユニット。
The connecting body is arranged such that two pairs are opposed to each other in the left-right direction so as to connect the front wall and the rear wall, which are arranged substantially parallel to each other with a space therebetween, in a rectangular frame shape,
A bracing member that obliquely connects a fastening member that connects the front wall and one connecting body and a fastening member that connects the rear wall and another connecting body to each other. The block unit for retaining wall according to any one of 5 .
請求項1ないし請求項のいずれかの擁壁用ブロックユニットを積みあげて、擁壁用ブロックユニット前壁と後壁との間に胴込コンクリートを打設して構築された擁壁。 A retaining wall constructed by stacking the retaining wall block units according to any one of claims 1 to 6 and placing a concrete wall between the front wall and the rear wall of the retaining wall block unit.
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