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JP5114452B2 - Retaining wall block - Google Patents
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JP5114452B2 - Retaining wall block - Google Patents

Retaining wall block Download PDF

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JP5114452B2
JP5114452B2 JP2009121877A JP2009121877A JP5114452B2 JP 5114452 B2 JP5114452 B2 JP 5114452B2 JP 2009121877 A JP2009121877 A JP 2009121877A JP 2009121877 A JP2009121877 A JP 2009121877A JP 5114452 B2 JP5114452 B2 JP 5114452B2
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retaining wall
side wall
wall block
block
connection
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JP2010270473A (en
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啓 佐藤
健 鎌田
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前田製品販売株式会社
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Description

本発明は、コーナー部または曲線部に擁壁を構築する際に使用して最適な擁壁ブロックに関する。   The present invention relates to a retaining wall block that is optimal for use in constructing retaining walls at corners or curved portions.

プレキャストコンクリート製品は、現場打ちコンクリートに較べ品質管理が容易でかつ工期短縮が図れることから多くの構造物に採用されている。水路や擁壁では、L型ないし逆T型のプレキャストコンクリート部材を連続的に敷設して構築しているが、敷設箇所によってはその箇所に特有の曲線部またはコーナー部がある。   Precast concrete products are used in many structures because quality control is easier and the construction period can be shortened compared to cast-in-place concrete. In waterways and retaining walls, L-type or inverted T-type precast concrete members are continuously laid and constructed, but depending on the laying location, there are specific curved portions or corner portions.

このような敷設箇所に特有な曲線部またはコーナー部に対応した擁壁を構築する場合には、規格品であるプレキャストコンクリート製品を斜切りにしたり、その部分のみ現場打ちコンクリート部にして調整する必要があった。   When constructing a retaining wall corresponding to a curved or corner part peculiar to such a laying location, it is necessary to adjust the precast concrete product which is a standard product to be diagonally cut or to adjust only that part as a cast-in-place concrete part was there.

例えば、宅地造成用のL型擁壁の場合ではコーナー部が、道路造成用のL型擁壁でも曲線部が必要となる場合が多く、敷地条件に応じ様々なコーナー角度ないし突き合わせ角度となるよう調整して部材を供給する必要があった。こうした規格外の製品を製造することは、型枠に流し込んで成形するプレキャストコンクリート製品の特性上、不都合なことが多い。   For example, in the case of an L-shaped retaining wall for residential land development, the corner portion often requires a curved portion even in the case of an L-shaped retaining wall for road construction, so that various corner angles or butt angles may be obtained depending on site conditions. It was necessary to adjust and supply the member. It is often inconvenient to produce such non-standard products due to the characteristics of precast concrete products that are cast into molds and molded.

そこで、一対の部材を所定角度に配置した後、ボルト連結等によって固定する従来の方法の他、工場において予め所定のコーナー角度ないし突き合わせ角度となるよう調整して製品とするのではなく、現場にて所定のコーナー角度ないし突き合わせ角度となるよう調整のできる製品として供給する提案が見られる。   Therefore, in addition to the conventional method of fixing a pair of members at a predetermined angle and then fixing them by bolt connection or the like, it is not adjusted to a predetermined corner angle or a butt angle in the factory in advance, so that it is not a product. There are proposals to supply products that can be adjusted to a predetermined corner angle or butt angle.

これには、一対の部材を所定角度に配置した後、ボルト連結等によって固定する従来の方法のほかに、特開平2−210121号公報では、L型擁壁の垂直擁壁のいずれか片方の側端面を外側より内側に窪ませるように形成し、垂直擁壁の突き合せ間に円柱状のコーナー部材を介在せしめ、必要に応じこの継合部分にモルタルを充填して一体に構成する提案がある。   For this purpose, in addition to the conventional method in which a pair of members are arranged at a predetermined angle and then fixed by bolt connection or the like, in JP-A-2-210121, either one of the vertical retaining walls of the L-shaped retaining wall is used. There is a proposal that the side end face is formed so as to be recessed from the outside to the inside, a cylindrical corner member is interposed between the butts of the vertical retaining wall, and if necessary, this joining portion is filled with mortar to form an integral structure. is there.

また特開平5−132958号公報では、基底部の一端を切り欠いた一対の擁壁用ブロックの側壁部端面に支柱ブロックを当接し、この支柱ブロックの形状のみを変えて様々な角度に対応しようとする提案がみられる。或いは、特開平7−317084号公報では、全体を柱状に形成し、上下方向に、各擁壁の端部が係合するとともに上記の角度関係に位置して成形される一対の係合溝を設けたことを特徴とするコーナ擁壁が開示されている。   In Japanese Patent Laid-Open No. 5-132958, a support block is brought into contact with the end faces of a pair of retaining wall blocks in which one end of a base portion is cut, and only the shape of the support block is changed to cope with various angles. The proposal is seen. Alternatively, in Japanese Patent Application Laid-Open No. 7-317084, a pair of engagement grooves are formed that are formed in a column shape as a whole and are engaged with the end portions of the retaining walls in the vertical direction and are positioned in the above angular relationship. A corner retaining wall characterized by being provided is disclosed.

その他、底版の対向面を斜めに形成し、縦壁の一方端に、中央に貫通孔を有する接合部を設けた1対の一方ブロックと他方ブロックの前記接合部を軸棒で軸着して蝶番構造としたことを特徴とするL型擁壁のコーナーブロック(特開平9−296461号公報)や、相接する立面板をそれぞれ金属製の蝶番数個で連結し、施工現場に設置して角度設定を行った後、該蝶番の回転部をロックしてなることを特徴とする擁壁コーナーブロック(実用新案第3138182号公報)。   In addition, the opposite surface of the bottom plate is formed obliquely, and a pair of one block provided with a joint having a through hole in the center at one end of the vertical wall and the joint of the other block are axially attached by a shaft rod. The corner block (Japanese Patent Laid-Open No. 9-296461) of the L-shaped retaining wall characterized by a hinge structure and the adjacent elevation plates are connected with several metal hinges and installed on the construction site. A retaining wall corner block (utility model No. 3138182) characterized by locking the rotating part of the hinge after setting the angle.

更には、一方の垂直辺の下半部に垂直な貫通孔を有する円筒部を突設した第一ブロックと、これに対向する垂直辺の上半部に垂直な貫通孔を有する円筒部を突設した第二ブロックとを蝶番構造で連結したもの(特開平4−360917号公報,実公平7−6200号公報)などがある。   Furthermore, a first block having a cylindrical portion having a vertical through hole in the lower half of one vertical side and a cylindrical portion having a vertical hole in the upper half of the vertical side opposite thereto are projected. There are those in which the second block provided is connected with a hinge structure (Japanese Patent Laid-Open No. 4-3601717, Japanese Utility Model Publication No. 7-6200).

特開平2−210121号公報JP-A-2-210121 特開平5−132958号公報JP-A-5-132958 特開平7−317084号公報JP-A-7-317084 特開平9−296461号公報JP-A-9-296461 実用新案第3138182号公報Utility Model No. 3138182 特開平4−360917号公報Japanese Patent Laid-Open No. 4-360917 実公平7−6200号公報No. 7-6200

しかし、コーナー支柱を現場で形成したり、コーナー支柱の角度によって様々な角度に対応する手段においては、現場で支柱部を打設する必要があったり、異なった形状の支柱を製造しなければならないといった問題点がある。蝶番構造とすればこうした問題はなくなるが、蝶番部をコンクリートで形成した場合、蝶番部に掛かる負荷によりひび割れが生じ、これを避けるために鋼製部材を組み合わせた場合は、構造が複雑となる他、コスト的に不利となる。   However, it is necessary to form a column support on the site, or to install a support column on the site, or to manufacture a column with a different shape in the means corresponding to various angles depending on the angle of the corner support. There is a problem. If a hinge structure is used, these problems will be eliminated, but if the hinge part is made of concrete, cracks will occur due to the load applied to the hinge part, and if steel members are combined to avoid this, the structure will become complicated. This is disadvantageous in terms of cost.

一方、一対の部材を所定角度に配置した後、ボルト連結等によって固定する従来の方法は単純ではあるが、突き合せ部が離間して一体性が損なわれるといった問題や、連結部が露出して外観や耐久性に問題を残す結果となる。   On the other hand, the conventional method of fixing a pair of members at a predetermined angle and then fixing them by bolt connection or the like is simple, but the problem is that the butted portion is separated and the integrity is impaired, and the connecting portion is exposed. This results in problems with appearance and durability.

本発明は、上記のような従来の諸問題点を解決するためになされたもので、予め所定のコーナー角度乃至突き合わせ角度となるように調整して製品を製造する必要がなく、基本的に、2種類の擁壁ブロックを使用し、現場の条件に応じて自在に且つ容易に所望するコーナー角度や曲線に調整し敷設することができる擁壁ブロックを提供することを目的としたものである。   The present invention was made to solve the conventional problems as described above, and it is not necessary to adjust a predetermined corner angle or a butt angle in advance to manufacture a product. An object of the present invention is to provide a retaining wall block that uses two types of retaining wall blocks and can be adjusted and laid freely and easily to a desired corner angle or curve according to the conditions of the site.

上記の目的を達成するため、本発明の請求項1に係る擁壁ブロックは、コーナー部又は曲線部に立設する擁壁ブロックであって、一方の擁壁ブロックの連結側の側壁端面の下方部に突出部が連設され、他方の擁壁ブロックの連結側の側壁端面に、前記一方の擁壁ブロックの前記突出部と嵌合し、縦軸を介して前記一方の擁壁ブロックと回動可能となるよう軸結合する切欠凹部が形成され、更に、前記両擁壁ブロックの連結側の側壁端部の上面部を、一端部を前記一方の擁壁ブロックに固定し、他端部を前記他方の擁壁ブロックにボルトで仮固定した連結プレートにより連結してなり、前記両擁壁ブロックを、前記仮固定のボルト軸および前記縦軸を中心に回動して連結角度を調整した後、前記仮固定したボルトの本締めで固定した前記連結プレートを介して一体に連結するように構成したことを特徴とする。   In order to achieve the above object, a retaining wall block according to claim 1 of the present invention is a retaining wall block erected at a corner portion or a curved portion, and below a side wall end face on the connection side of one retaining wall block. A protrusion is continuously provided in the first portion, and is fitted to the protrusion of the one retaining wall block on the side wall end surface on the connection side of the other retaining wall block, and is rotated with the one retaining wall block via the vertical axis. A notch recess that is axially coupled so as to be movable is formed, and further, the upper end of the side wall end on the connecting side of the both retaining wall blocks is fixed to one retaining wall block, and the other end is secured to the other retaining wall block. After being connected to the other retaining wall block by a connection plate temporarily fixed with a bolt, both the retaining wall blocks are rotated around the temporarily fixed bolt shaft and the longitudinal axis to adjust the connection angle. , The connection plug fixed by final tightening of the temporarily fixed bolt Characterized by being configured to connect together via the over bets.

また、上記の目的を達成するため、本願の請求項2に記載の発明は、前記両擁壁ブロックの連結側の側壁端部の上面部を、一端部を前記一方の擁壁ブロックに固定し、他端部を前記他方の擁壁ブロックにボルトで仮固定した連結プレートによる前記の連結が、前記両擁壁ブロックの連結側の側壁端部の上面部にそれぞれ形成した側壁の内面側に連通する板厚方向の凹溝と、該両凹溝内に両端部をそれぞれ設置して一端部を固定した平面視がほゞコ字形,U字形又はC字形の連結プレートのうちいずれか一つの連結プレートからなる構成としたことを特徴とする。   In order to achieve the above object, the invention according to claim 2 of the present application is to fix the upper surface portion of the side wall end portion on the connecting side of the both retaining wall blocks and one end portion to the one retaining wall block. The connection by means of a connection plate in which the other end is temporarily fixed to the other retaining wall block with a bolt communicates with the inner surface side of the side wall formed on the upper surface of the side wall end on the connection side of the both retaining wall blocks. The groove in the thickness direction to be connected, and the connection in any one of the U-shaped, U-shaped or C-shaped connecting plates in the plan view in which both ends are respectively installed in the both recessed grooves and the one end is fixed It is characterized by having a configuration comprising a plate.

そして、上記の目的を達成するため、本願の請求項3に記載の発明は、前記仮固定したボルトの本締めで前記両擁壁ブロックを前記連結プレートを介して一体に連結した後、前記両凹溝内に硬化性充填材を充填してなり、前記凹溝内に設置固定した前記連結プレートの両端部の上面をそれぞれ覆う構成としたことを特徴とするものである。   In order to achieve the above object, the invention according to claim 3 of the present application is such that after both the retaining wall blocks are integrally connected through the connecting plate by the final fastening of the temporarily fixed bolts, The concave groove is filled with a curable filler and covers the upper surfaces of both end portions of the connecting plate installed and fixed in the concave groove.

更に、上記の目的を達成するため、本願の請求項4に記載の発明は、前記一方の擁壁ブロックの連結側の側壁端面を垂直な平面で、他方の擁壁ブロックの連結側の側壁端面を円弧面でそれぞれ形成するとゝもに、垂直な平面で形成した前記一方の側壁端面の外側位置に、他方の擁壁ブロックの前記円弧面で形成した側壁端面との連結位置に現れる間隙を覆う突条部を、前記一方の側壁端面の長手方向に沿って設けたことを特徴とする。   In order to achieve the above object, the invention according to claim 4 of the present application is such that the side wall end surface on the connection side of the one retaining wall block is a vertical plane and the side wall end surface on the connection side of the other retaining wall block. Are formed with circular arc surfaces, and at the same time, cover the gap appearing at the position where the one side wall end surface formed by a vertical plane is connected to the side wall end surface formed by the arc surface of the other retaining wall block. A protrusion is provided along the longitudinal direction of the one side wall end face.

また、上記の目的を達成するため、本願の請求項5に記載の発明は、前記擁壁ブロックは、垂直な側壁部と、該側壁部の下端縁から内側へ水平に延びる底版部とからなるL字形の擁壁ブロックであって、両擁壁ブロックの連結側の側壁端面の突き合わせによる連結角度をほゞ90度とした際に、前記底版部の接続側の側端面が互いに面接する傾斜面で形成するとゝもに、前記底版部の前端面に、現場打ちコンクリートと一体化するための鉄筋を複数本突出せしめたことを特徴とする。   In order to achieve the above object, in the invention according to claim 5 of the present application, the retaining wall block includes a vertical side wall portion and a bottom plate portion extending horizontally inward from the lower end edge of the side wall portion. An inclined surface that is an L-shaped retaining wall block, and the side end surfaces on the connection side of the bottom plate portion are in contact with each other when the connection angle by the abutment of the side wall end surfaces on the connection side of both retaining wall blocks is about 90 degrees In addition, a plurality of reinforcing bars for integrating with the cast-in-place concrete are projected on the front end face of the bottom plate portion.

そして更に、上記の目的を達成するため、本願の請求項6に記載の発明は、擁壁ブロックの左側又は右側の側壁端面および側壁端部の上面に、前記一方の擁壁ブロックの連結側の側壁端面および側壁端部の上面にそれぞれ形成した前記突出部および凹溝を、前記擁壁ブロックの右側又は左側の側壁端面および側壁端部の上面に、前記他方の擁壁ブロックの連結側の側壁端面および側壁端部の上面にそれぞれ形成した前記切欠凹部および凹溝をそれぞれ形成したことを特徴とする。   Further, in order to achieve the above object, the invention according to claim 6 of the present application is provided on the left side or the right side wall end surface of the retaining wall block and the upper surface of the side wall end portion on the connection side of the one retaining wall block. The protruding portion and the concave groove formed on the side wall end surface and the upper surface of the side wall end portion are respectively provided on the right side or the left side wall end surface and the upper surface of the side wall end portion of the retaining wall block. The notch recess and the groove formed respectively on the upper surface of the end surface and the side wall end portion are formed, respectively.

本発明の請求項1に記載の擁壁ブロックは、上記のように、連結する両擁壁ブロックの下方部を、嵌合する突出部と切欠凹部の部分で縦軸で回動可能となるように枢着し、上方部で、一端を一方の擁壁ブロックに固定し、他端をこれと連結する他方の擁壁ブロックに仮締めのボルトで仮固定した連結プレートを介して連結してなり、前記両擁壁ブロックを前記仮固定のボルト軸および前記縦軸を中心に回動して連結角度を調整し、前記ボルトの本締めで固定した連結プレートを介して一体に連結する構成としたので、予め所定のコーナー角度乃至突き合わせ角度となるように調整して製品を製造する必要がなく、基本的に2種類の擁壁ブロックを使用し、現場の条件に応じて自在に且つ容易に所望のコーナー角度や曲線に調整した擁壁を構築することができる   In the retaining wall block according to claim 1 of the present invention, as described above, the lower part of the both retaining wall blocks to be connected can be rotated on the vertical axis at the portion of the projecting part and the notch recessed part to be fitted. At the upper part, one end is fixed to one retaining wall block, and the other end is connected to the other retaining wall block to be connected to this via a connection plate temporarily fixed with a bolt for temporary fastening. The both retaining wall blocks are rotated around the temporarily fixed bolt shaft and the longitudinal axis to adjust the connection angle, and are integrally connected via a connection plate fixed by final tightening of the bolt. Therefore, there is no need to manufacture the product by adjusting it to a predetermined corner angle or butt angle in advance, basically using two types of retaining wall blocks, and freely and easily according to the conditions of the site Retaining wall adjusted to corner angle and curve Can Rukoto

更に、連結する両擁壁ブロックの下方部を、嵌合する突出部と切欠凹部の部分で縦軸で回動可能となるように枢着し、上方部で、一端を一方の擁壁ブロックに固定し、他端をこれと連結する他方の擁壁ブロックにボルトで仮固定した連結プレートを介して連結する構成であるから、現場の条件に応じた角度調整を行う際に、両擁壁ブロックを上方の仮固定のボルト軸と下方の縦軸を中心軸として回動することで容易に連結角度の調整を行うことができる。   Furthermore, the lower part of the both retaining wall blocks to be connected is pivotally attached so that it can be rotated on the vertical axis at the projecting part and the notch recessed part to be fitted, and one end is attached to one retaining wall block at the upper part. Both retaining wall blocks are fixed when connected to the other retaining wall block, which is fixed to the other retaining wall block, via a connection plate temporarily fixed with bolts. The connecting angle can be easily adjusted by rotating the upper and lower temporarily fixed bolt shafts and the lower vertical axis as the central axes.

また、本願の請求項2に記載の発明は、上記のように、前記両擁壁ブロックの連結側の側壁端部の上面部を、一端部を前記一方の擁壁ブロックに固定し、他端部を前記他方の擁壁ブロックにボルトで仮固定した連結プレートによる連結が、前記両擁壁ブロックの連結側の側壁端部の上面部にそれぞれ形成した側壁の内面側に連通する板厚方向の凹溝と、該両凹溝内に両端部をそれぞれ設置する平面視がほゞコ字形,U字形又はC字形の連結プレートのうちいずれか一つの連結プレートで連結する構成としたことで、連結プレートを設置する際の位置決めが容易であり、かつ角度調整を行う際の両擁壁ブロックの回転中心軸(縦軸,仮固定したボルト軸)のぶれを抑えることができ、角度調整作業を能率よく行うことができる。   In the invention according to claim 2 of the present application, as described above, one end of the upper surface of the side wall end on the connecting side of the both retaining wall blocks is fixed to the one retaining wall block, and the other end The connection by the connecting plate temporarily fixed to the other retaining wall block with a bolt is connected to the inner surface side of the side wall formed on the upper surface portion of the side wall end on the connecting side of the both retaining wall blocks. Connecting the concave groove and the both ends of the concave groove with a connecting plate of any one of approximately U-shaped, U-shaped, or C-shaped connecting plates in the plan view. Positioning when installing the plate is easy, and it is possible to suppress the shake of the rotation center axis (vertical axis, temporarily fixed bolt axis) of both retaining wall blocks when adjusting the angle, which makes the angle adjustment work efficient. Can be done well.

そして、本願の請求項3に記載の発明は、上記のように、前記仮固定したボルトの本締めで前記両擁壁ブロックを前記連結プレートを介して一体に連結した後、前記両凹溝内に硬化性充填材を充填してなり、前記凹溝内に設置固定した前記連結プレートの両端部の上面をそれぞれ覆う構成とすることで、前記凹溝内に設置固定した前記連結プレートの両端部の上面が硬化性充填材で覆われ、擁壁構造物の上面から見えないように隠されるとゝもに、前記凹溝は側壁の内面側に連通する板厚方向の凹溝であるから擁壁構造物の外面側からも見えないように隠され、景観を損ねることがない。   In the invention according to claim 3 of the present application, as described above, after the both retaining wall blocks are integrally connected via the connecting plate by the final fastening of the temporarily fixed bolt, Both ends of the connecting plate installed and fixed in the concave groove are configured to cover the upper surfaces of the both ends of the connecting plate installed and fixed in the concave groove. When the upper surface of the wall is covered with a curable filler and concealed so that it cannot be seen from the upper surface of the retaining wall structure, the groove is a groove in the thickness direction communicating with the inner surface of the side wall. It is hidden so that it cannot be seen from the outer surface of the wall structure, and the scenery is not damaged.

更に、本願の請求項4に記載の発明は、上記のように、前記一方の擁壁ブロックの連結側の側壁端面を垂直な平面で、他方の擁壁ブロックの連結側の側壁端面を円弧面でそれぞれ形成するとゝもに、垂直な平面で形成した前記一方の側壁端面の外側位置に、他方の擁壁ブロックの前記円弧面で形成した側壁端面との連結位置に現れる間隙を覆う突条部を、前記一方の側壁端面の長手方向に沿って設けた構成とすることで、両擁壁ブロックの突き合わせ部の間隙が前記突条部で覆われ、擁壁構造物の外面から見えないように隠されて景観を損ねることがない。   Further, in the invention according to claim 4 of the present application, as described above, the side wall end surface on the connection side of the one retaining wall block is a vertical plane, and the side wall end surface on the connection side of the other retaining wall block is an arc surface. And a ridge that covers the gap appearing at the connecting position with the side wall end surface formed with the arc surface of the other retaining wall block at the outer side position of the one side wall end surface formed with a vertical plane. Is provided along the longitudinal direction of the one side wall end surface so that the gap between the butted portions of both retaining wall blocks is covered with the projecting portion and is not visible from the outer surface of the retaining wall structure. It is hidden and does not damage the landscape.

また、本願の請求項5に記載の発明は、上記のように、前記擁壁ブロックは、垂直な側壁部と、該側壁部の下端縁から内側へ水平に延びる底版部とからなるL字形の擁壁ブロックであって、両擁壁ブロックの連結側の側壁端面の突き合わせによる連結角度を90度とした際に、前記底版部の接続側の側端面が互いに面接する傾斜面で形成するとゝもに、前記底版部の前端面に、現場打ちコンクリートと一体化するための鉄筋を複数本突出せしめてなる構成とすることで、底版部と現場打ちコンクリートとの一体化を容易に図ることができるとゝもに、構造強度において優れた擁壁を構築できる。   In the invention according to claim 5 of the present application, as described above, the retaining wall block has an L-shaped shape including a vertical side wall portion and a bottom plate portion extending horizontally inward from the lower end edge of the side wall portion. It is a retaining wall block, and when the connecting angle of the side wall end surfaces on the connecting side of both retaining wall blocks is set to 90 degrees, the side end surfaces on the connecting side of the bottom plate portion are formed with inclined surfaces that are in contact with each other. In addition, the bottom plate portion and the cast-in-place concrete can be easily integrated by adopting a configuration in which a plurality of reinforcing bars for integration with the cast-in-place concrete are projected on the front end surface of the bottom plate portion. In addition, it is possible to construct a retaining wall that is superior in structural strength.

そして更に、本願の請求項6に記載の発明は、上記のように、擁壁ブロックの左側又は右側の側壁端面および側壁端部の上面に、前記一方の擁壁ブロックの連結側の側壁端面および側壁端部の上面にそれぞれ形成した前記突出部および凹溝を、前記擁壁ブロックの右側又は左側の側壁端面に、前記他方の擁壁ブロックの連結側の側壁端面および側壁端部の上面にそれぞれ形成した前記切欠凹部および凹溝をそれぞれ形成した構成とすることで、一種類の擁壁ブロックを使用し、その右側の側壁端面に、これと接続する同一構造の擁壁ブロックの左側の側壁端面と突き合わせ、前記の連結構造を繰り返し連続して敷設することで、所望の曲線状の擁壁を自在にかつ容易に構築することが可能となる。   Further, as described above, the invention according to claim 6 of the present application has a side wall end surface on the connection side of the one retaining wall block and a side wall end surface on the left side or the right side of the retaining wall block, and an upper surface of the side wall end. The protrusion and the groove formed on the upper surface of the side wall end are respectively provided on the right or left side wall end surface of the retaining wall block, and on the side wall end surface on the connection side of the other retaining wall block and the upper surface of the side wall end. By forming the cut-out recess and the groove formed respectively, one type of retaining wall block is used, and the left side wall end surface of the retaining wall block of the same structure connected to the right side wall end surface thereof is used. It is possible to construct a desired curved retaining wall freely and easily by repeatedly and continuously laying the connecting structure.

本発明に係る一対の擁壁ブロックの組立前の斜視図である。It is a perspective view before the assembly of a pair of retaining wall block which concerns on this invention. 同組立後の一対の擁壁ブロックの斜視図である。It is a perspective view of a pair of retaining wall block after the assembly. 同組立時の連結端部の上面部の拡大平面部分図である。It is an enlarged plane partial view of the upper surface part of the connection end part at the time of the assembly. 図3のAーA線断面図であって、一部を省略した図である。FIG. 4 is a cross-sectional view taken along line AA in FIG. 連結角度を90度とした一対の擁壁ブロックの斜視図である。It is a perspective view of a pair of retaining wall block which made the connection angle 90 degree | times. 同組立時の連結端部の条面部の拡大平面部分図である。It is an enlarged plane partial view of the strip surface part of the connection end part at the time of the assembly. 本発明に係る他の実施例の擁壁ブロックの斜視図である。It is a perspective view of the retaining wall block of the other Example which concerns on this invention. 本発明で使用する連結プレートの異なる実施例の平面図である。It is a top view of the Example from which the connection plate used by this invention differs. 図7に示す擁壁ブロックを連結し、外側に向け凸状に湾曲して敷設した擁壁の平面部分図である。It is the plane fragmentary view of the retaining wall which connected the retaining wall block shown in FIG. 7, and curved and laid outwardly. 図7に示す擁壁ブロックの連結による擁壁と、他の実施例の擁壁ブロックの連結により外側に向け凹状に湾曲して敷設した擁壁とからなる曲線状擁壁の平面部分図である。FIG. 8 is a partial plan view of a curved retaining wall composed of a retaining wall formed by connecting retaining wall blocks shown in FIG. 7 and a retaining wall that is laid in a concave shape toward the outside by coupling a retaining wall block according to another embodiment. .

以下、本発明を図1乃至図5に示す一実施例に基づき詳細に説明する。図において、1は本発明に係るL字形の擁壁ブロックで、矩形状の垂直な平面で形成した側壁部2と、該側壁部2の下端縁から内方へ向け水平に延びた平面視がほゞ台形状の底壁部3とから主に構成されている。なお、図中4は前記底壁部3の前端面から突出する鉄筋である。   Hereinafter, the present invention will be described in detail based on an embodiment shown in FIGS. In the figure, reference numeral 1 denotes an L-shaped retaining wall block according to the present invention, and a side wall portion 2 formed by a rectangular vertical plane, and a plan view extending horizontally inward from the lower end edge of the side wall portion 2. It is mainly composed of a base-shaped bottom wall 3. In the figure, reference numeral 4 denotes a reinforcing bar protruding from the front end face of the bottom wall 3.

5は前記擁壁ブロック1の連結側の側壁端面で、垂直な平面で形成されたこの側壁端面5の下方部には外壁面が半円形の円弧面とした突出部6が形成されており、該突出部6の上面中央には縦軸7が立設している。8は前記側壁端面5に設けた突条部で、前記側壁部2の外壁面に寄った位置にあって前記側壁部2の上端から前記突出部6迄延びている。   5 is a side wall end face on the connecting side of the retaining wall block 1, and a projecting portion 6 having a semicircular arc surface on the outer wall surface is formed below the side wall end face 5 formed by a vertical plane. A vertical axis 7 is erected at the center of the upper surface of the protrusion 6. Reference numeral 8 denotes a protrusion provided on the side wall end face 5, which is located near the outer wall surface of the side wall 2 and extends from the upper end of the side wall 2 to the protrusion 6.

11は前記擁壁ブロック1と連結してコーナー部の擁壁を構築する他方の擁壁ブロックで、前記一方の擁壁ブロック1と同様に、矩形状の垂直な平面で形成した側壁部12と、該側壁部12の下端縁から内方へ向け水平に延びた平面視がほゞ台形状の底壁部13とから主に構成されている。14は前記擁壁ブロック1と連結する際の連結側の側壁端面で、外壁面が半円形の円弧面で形成されており、該側壁端面14の下方部には、前記擁壁ブロック1の突出部6と嵌合する垂直な平面で形成された切欠凹部15が設けられている。   11 is the other retaining wall block that is connected to the retaining wall block 1 to construct a retaining wall at the corner portion, and, like the one retaining wall block 1, is a side wall portion 12 formed by a rectangular vertical plane; The plan view extending horizontally inward from the lower end edge of the side wall portion 12 is mainly composed of a bottom wall portion 13 having a substantially trapezoidal shape. Reference numeral 14 denotes a side wall end face on the connection side when connecting to the retaining wall block 1, and an outer wall surface is formed of a semicircular arc surface. A protruding portion of the retaining wall block 1 is formed at a lower portion of the side wall end face 14. A notch recess 15 formed in a vertical plane that fits with the portion 6 is provided.

16は前記側壁端面14の下端部に埋設した円筒状のスリーブで、前記切欠凹部15の天井面に開口しており、前記擁壁ブロック1の突出部6と他方の前記擁壁ブロック11の切欠凹部15とを嵌合によって組み立てる際に、前記突出部6の上面に立設した縦軸7を前記切欠凹部15の天井面に開口する前記スリーブ16内に挿入することで、前記両擁壁ブロック1,11は前記縦軸6を中心として回動可能となるように連結される。なお、図中17は前記底壁部13の前端面から突出する鉄筋である。   Reference numeral 16 denotes a cylindrical sleeve embedded in the lower end portion of the side wall end surface 14, which is open to the ceiling surface of the notch recess 15, and has a protruding portion 6 of the retaining wall block 1 and a notch of the other retaining wall block 11. When assembling the concave portion 15 by fitting, the vertical wall 7 erected on the upper surface of the protruding portion 6 is inserted into the sleeve 16 that opens to the ceiling surface of the notched concave portion 15, thereby the both retaining wall blocks. 1 and 11 are connected so as to be rotatable about the longitudinal axis 6. In the figure, reference numeral 17 denotes a reinforcing bar protruding from the front end face of the bottom wall portion 13.

18は前記両擁壁ブロック1,11を連結するための連結プレートで、図8に示すように、(イ)縦コ字形、(ロ)U字形、(ハ)横C字形とした異なる形状のものがあり、これらの連結プレート18のうち、前記縦コ字形の連結プレート18AおよびU字形の連結プレート18Bは、両擁壁ブロック1,11の連結角度(内角)が180°より小さい角度で連結する場合に使用し、前記横C字形の連結プレート18Cは連結角度(内角)が180°より大きい角度で連結する場合に使用するものである。   Reference numeral 18 denotes a connecting plate for connecting the both retaining wall blocks 1 and 11, as shown in FIG. 8, having different shapes such as (a) a vertical U shape, (b) a U shape, and (c) a horizontal C shape. Among these connecting plates 18, the vertical U-shaped connecting plate 18 </ b> A and the U-shaped connecting plate 18 </ b> B are connected so that the connecting angle (inner angle) of both retaining wall blocks 1, 11 is smaller than 180 °. The horizontal C-shaped connection plate 18C is used when the connection angle (inner angle) is connected at an angle larger than 180 °.

19,20は前記両擁壁ブロック1,11の連結側の側壁部上面にそれぞれ形成した凹溝で、それぞれの側壁部2,12の板厚方向に延びる各凹溝19,20の開口部は、前記側壁部2,12の内壁面側と連通している。なお、図中21,22は前記凹溝19,20の底部に埋設したアンカーナットであり、23,24は前記アンカーナット21,22と螺合するボルトである。   19 and 20 are concave grooves formed on the upper surface of the side wall portion on the connecting side of the both retaining wall blocks 1 and 11, respectively, and the opening portions of the concave grooves 19 and 20 extending in the plate thickness direction of the respective side wall portions 2 and 12 are The side wall portions 2 and 12 communicate with the inner wall surface side. In the figure, reference numerals 21 and 22 denote anchor nuts embedded in the bottoms of the concave grooves 19 and 20, and reference numerals 23 and 24 denote bolts screwed to the anchor nuts 21 and 22, respectively.

次に、上記構成から成る両擁壁ブロック1,11を使用し、これらの連結角度(内角)が90°とした図5に示すようなコーナー擁壁を構築する場合の組立順序を説明すると、先ず、両擁壁ブロック1,11を図1に示すように一列に配設し、擁壁ブロック1の突出部6の上面に他方の擁壁ブロック11の切欠凹部15の天井面を乗せ、突出部6の上面から立設する縦軸7の先端部を切欠凹部15の天井面に開口するスリーブ16内に挿入することで、両擁壁ブロック1,11の下方部を組み立てる。   Next, the assembly sequence in the case of constructing the corner retaining wall as shown in FIG. 5 using the both retaining wall blocks 1 and 11 having the above-described configuration and having the connection angle (inner angle) of 90 ° will be described. First, the both retaining wall blocks 1 and 11 are arranged in a row as shown in FIG. 1, and the ceiling surface of the notch recess 15 of the other retaining wall block 11 is placed on the upper surface of the projecting portion 6 of the retaining wall block 1 so as to project. The lower end portions of both retaining wall blocks 1 and 11 are assembled by inserting the front end portion of the vertical axis 7 erected from the upper surface of the portion 6 into the sleeve 16 that opens to the ceiling surface of the notch recess 15.

両擁壁ブロック1,11の下方部を、前記突出部6と切欠凹部15との嵌合と、縦軸7のスリーブ16内への挿入によって組立ることで、両擁壁ブロック1,11の上方部は、図2及び図3に示すように、連結側の側壁端面5,14が当接するとゝもに、連結側の側壁端部2,12の上面にそれぞれ形成した凹溝19,20は、その開口部が内壁面側に位置した平行状態に配置される。   By assembling the lower part of both retaining wall blocks 1, 11 by fitting the projecting part 6 with the notched recess 15 and inserting the longitudinal axis 7 into the sleeve 16, As shown in FIGS. 2 and 3, the upper portion is formed with concave grooves 19, 20 formed on the upper surfaces of the side wall end portions 2, 12 on the connection side, when the side wall end surfaces 5, 14 on the connection side come into contact with each other. Are arranged in a parallel state with the opening located on the inner wall surface side.

凹溝19,20が上記のように平行する配置となった時点で、縦コ字形の連結プレート18A或いはU字形の連結プレート18Bの両端部18a,18bを、両側壁部2,12の内壁面側から前記凹溝19,20に挿入し設置する。   When the concave grooves 19 and 20 are arranged in parallel as described above, both end portions 18a and 18b of the vertical U-shaped connection plate 18A or U-shaped connection plate 18B are connected to the inner wall surfaces of the both side wall portions 2 and 12, respectively. It is inserted and installed in the concave grooves 19 and 20 from the side.

つぎに、連結プレート18の一端部18aをアンカーナット21に螺合せしめたボルト23により締め付け、連結プレート18の一端部18aを擁壁ブロック1の凹溝19内に固定するとゝもに、擁壁ブロック11の凹溝20内に設置した連結プレート18の他端部18bをアンカーナット22に螺合せしめたボルト24により仮固定する。   Next, when one end 18a of the connecting plate 18 is tightened with a bolt 23 screwed to the anchor nut 21, and the one end 18a of the connecting plate 18 is fixed in the concave groove 19 of the retaining wall block 1, the retaining wall The other end portion 18 b of the connecting plate 18 installed in the concave groove 20 of the block 11 is temporarily fixed by a bolt 24 screwed into the anchor nut 22.

これにより、前記両擁壁ブロック1,11の上方部は、図2,図3および図4に示すように、一端部18aがボルト23締めにより固定され、他端部18bがボルト24により仮固定された連結プレート18により連結される。すなわち、図4に示すように、両擁壁ブロック1,11の上方部における仮固定したボルト24のボルト軸と、両擁壁ブロック1,11の下方部における縦軸7の軸とが同一の直線上に位置して組立が完了する。   Thereby, as shown in FIGS. 2, 3, and 4, the upper portions of the both retaining wall blocks 1, 11 are fixed at one end 18 a by bolts 23 and temporarily fixed at the other end 18 b by bolts 24. The connection plate 18 is connected. That is, as shown in FIG. 4, the bolt shaft of the bolt 24 temporarily fixed in the upper part of both retaining wall blocks 1 and 11 and the axis of the vertical axis 7 in the lower part of both retaining wall blocks 1 and 11 are the same. Positioned on a straight line, assembly is complete.

つぎに、図2乃至図4に示す状態で組み立てられた両擁壁ブロック1,11のうち、他方の擁壁ブロック11の連結側とは反対側の側壁端部、すなわち、図2において側壁部12の右端部を時計方向に押圧することで、擁壁ブロック1の突出部6の上面で前記切欠凹部15の天井面の部分が支持されている擁壁ブロック11は、同一軸線上にあるボルト24のボルト軸と縦軸7を中心軸として同方向(時計方向)に回動する。   Next, of the retaining wall blocks 1 and 11 assembled in the state shown in FIGS. 2 to 4, the side wall end opposite to the connecting side of the other retaining wall block 11, that is, the side wall portion in FIG. The retaining wall block 11 in which the ceiling surface portion of the notch recess 15 is supported on the upper surface of the projecting portion 6 of the retaining wall block 1 by pressing the right end portion 12 in the clockwise direction is a bolt on the same axis. It rotates in the same direction (clockwise) with the 24 bolt shafts and the longitudinal axis 7 as the central axes.

前記擁壁ブロック11の側壁部12の右端部を更に押圧し、図中時計方向に回動させることで、両擁壁ブロック1,11の側壁端面5,14の突き合わせによる連結角度が、例えば90度となった時に、前記底版部3,13の接続側の側端面3a,13aが互いに面接し、擁壁ブロック11の回動が停止して擁壁ブロック1に対する擁壁ブロック11の位置決めが完了する。このとき、擁壁ブロック11の連結側の側壁端部は、ボルト24を回転中心として図3に示す状態から矢印方向に回動するので、連結プレート18の他端部18bはその下面が凹溝20の上面を滑動し、凹溝20内で図6に示す状態で納まることになる。   By further pressing the right end portion of the side wall portion 12 of the retaining wall block 11 and rotating it clockwise in the figure, the connection angle by the butting of the side wall end surfaces 5 and 14 of both retaining wall blocks 1 and 11 is 90, for example. When the end of the retaining wall block 11 is reached, the side end surfaces 3a and 13a on the connection side of the bottom plate portions 3 and 13 are in contact with each other, and the rotation of the retaining wall block 11 is stopped to complete the positioning of the retaining wall block 11 with respect to the retaining wall block 1 To do. At this time, the side wall end portion on the connection side of the retaining wall block 11 rotates in the direction of the arrow from the state shown in FIG. 3 with the bolt 24 as the rotation center, so that the lower surface of the other end portion 18b of the connection plate 18 is a concave groove. The upper surface of 20 is slid to fit in the state shown in FIG.

連結プレート18の両端部18a,18bが、凹溝19,20内に図6に示す状態に納まった状態、すなわち、図示の実施例では、両擁壁ブロック1,11の側壁端面5,14の突き合わせによる連結角度が90度となった時点で、仮締めしていたボルト24を本締めをすることで、両擁壁ブロック1,11が連結プレート18により一体に連結された、図5に示すような連結角度90度のコーナー擁壁Rが構築される。   The both end portions 18a and 18b of the connecting plate 18 are accommodated in the state shown in FIG. 6 in the concave grooves 19 and 20, that is, in the illustrated embodiment, the side wall end surfaces 5 and 14 of both retaining wall blocks 1 and 11. When the connection angle by the butting becomes 90 degrees, the bolts 24 that have been temporarily tightened are finally tightened so that both retaining wall blocks 1 and 11 are integrally connected by the connection plate 18 as shown in FIG. A corner retaining wall R having a connecting angle of 90 degrees is constructed.

ここで、両擁壁ブロック1,11を、その連結側の側壁端面5,14の突き合わせ角度を調整して連結固定することで、例えば図5および図6に示すような所望のコーナー角度としたコーナー擁壁Rを構築するが、このコーナー擁壁Rには、図6に示すように、側壁端面5,14間の突き合わせ部分に間隔Dが形成され、これがコーナー擁壁Rの表側に露出するが、本発明では、前記側壁端面5に前記間隔Dを覆う突条部8を備えているので、擁壁Rの外面から見えないように隠され、景観を損ねることがない。   Here, by adjusting the abutment angle of the side wall end surfaces 5 and 14 on the connecting side of the retaining wall blocks 1 and 11, the desired corner angle as shown in FIGS. 5 and 6 is obtained. The corner retaining wall R is constructed. As shown in FIG. 6, the corner retaining wall R is formed with a space D at the abutting portion between the side wall end faces 5 and 14, and this is exposed to the front side of the corner retaining wall R. However, in the present invention, the side wall end face 5 is provided with the protrusions 8 that cover the distance D, so that it is hidden from view from the outer surface of the retaining wall R and does not impair the scenery.

つぎに、両擁壁ブロック1,11の凹溝19,20内にコンクートモルタル等の硬化性充填材25を充填し、前記凹溝19,20内に固定されている連結プレート18の両端部18a,18bを被覆する。また、底版部3,13の前端面から突出する鉄筋4,17がそれぞれ上下の位置関係で直交した状態で露出するので、底版部3,13の前端面で形成される空間部にコンクリートを打設することで、コンクリートは鉄筋4,17と一体となったコンクリートにより鉄筋で補強された底版部が構築される。   Next, the concave grooves 19 and 20 of both retaining wall blocks 1 and 11 are filled with a curable filler 25 such as concrete mortar, and both end portions 18a of the connecting plate 18 fixed in the concave grooves 19 and 20 are provided. , 18b. Further, since the reinforcing bars 4 and 17 protruding from the front end surfaces of the bottom plate portions 3 and 13 are exposed in a state of being orthogonal to each other in the vertical relationship, concrete is applied to the space formed by the front end surfaces of the bottom plate portions 3 and 13. As a result, the bottom slab is reinforced with concrete that is integrated with the reinforcing bars 4 and 17.

上記図1乃至図6に示す擁壁ブロックは、一対の擁壁ブロック1,11をその連結角度を調整して連結することで、内角が90°以下の連結角度としたコーナー擁壁を構築できるが、図7,図9及び図10に示すものは、一種類の擁壁ブロック30を使用し、その左右にこれと同一構造の擁壁ブロック30を配設し、対向する側壁端面を所望角度で突き合わせて連続して連結することで曲線状の擁壁を構築できる擁壁ブロックであり、前記図1乃至図6に示す擁壁ブロック1,11とは次の点で相違するのみである。   The retaining wall block shown in FIG. 1 to FIG. 6 can construct a corner retaining wall having an interior angle of 90 ° or less by connecting the pair of retaining wall blocks 1 and 11 while adjusting the coupling angle. However, the one shown in FIGS. 7, 9 and 10 uses one type of retaining wall block 30, and the retaining wall blocks 30 having the same structure are arranged on the left and right sides of the retaining wall blocks 30 at the desired angle. The retaining wall block can construct a curved retaining wall by abutting and continuously connecting with each other, and is different from the retaining wall blocks 1 and 11 shown in FIGS. 1 to 6 only in the following points.

詳述すると、前記擁壁ブロック30は、図7,図9及び図10に示すように、前記擁壁ブロック1,11がそれぞれ側壁部2,12の片方の連結側の側壁端部にのみ備えていた諸構造部を、側壁部の両端部にそれぞれ備えた構造とした点でのみ前記擁壁ブロック1,11と相違するものである。したがって、各連結部の構造は前記図1乃至図6に示す擁壁ブロック1,11のそれと同一の構造であるので、同一部材,同一構造については同一の符号を付して詳細な説明は省略し、相違する点についてのみ以下に詳述する。   More specifically, as shown in FIGS. 7, 9 and 10, the retaining wall block 30 is provided with the retaining wall blocks 1 and 11 only at the side wall end on one of the side walls 2 and 12, respectively. The different structural portions are different from the retaining wall blocks 1 and 11 only in that the structural portions are provided at both ends of the side wall. Therefore, since the structure of each connecting portion is the same as that of the retaining wall blocks 1 and 11 shown in FIGS. 1 to 6, the same members and the same structures are denoted by the same reference numerals and detailed description thereof is omitted. Only the differences will be described in detail below.

図7,図9及び図10において、30はL字形の擁壁ブロックで、矩形状の垂直な平面で形成した側壁部31と、該側壁部31の下端縁から内方へ向け水平に延びた平面視が等脚台形状の底壁部32とから主に構成されており、33は前記底壁部32の前端面から突出する鉄筋である。前記側壁部31はその右端側に垂直な平面からなる側壁端面(以下、右側の側壁端面という)5を備え、該側壁端面5の下方部には外壁面が半円形の円弧面とした突出部6が形成され、該突出部6の上面中央には縦軸7が立設している。   7, 9, and 10, 30 is an L-shaped retaining wall block that extends horizontally inward from the lower end edge of the side wall portion 31 and a side wall portion 31 formed by a rectangular vertical plane. The bottom view mainly includes an isosceles trapezoidal bottom wall portion 32, and 33 is a reinforcing bar protruding from the front end surface of the bottom wall portion 32. The side wall portion 31 includes a side wall end surface (hereinafter referred to as a right side wall end surface) 5 that is a plane perpendicular to the right end side thereof, and a protruding portion having a semicircular arc surface on the outer wall surface below the side wall end surface 5. 6 is formed, and a vertical axis 7 is erected in the center of the upper surface of the protrusion 6.

8は前記右側の側壁端面5に設けた突条部で、前記側壁部31の外壁面に寄った位置にあって前記側壁部31の上端から前記突出部6まで延びている。14は前記側壁部31の左端側に設けた側壁端面(以下、左側の側壁端面という)で、外壁面が半円形の円弧面で形成されており、該左側の側壁端面14の下方部には、右側の側壁端面5に設けた突出部6と嵌合する垂直な平面で形成された切欠凹部15が設けられている。   Reference numeral 8 denotes a ridge provided on the right side wall end surface 5, which is located near the outer wall surface of the side wall 31 and extends from the upper end of the side wall 31 to the protrusion 6. Reference numeral 14 denotes a side wall end surface (hereinafter referred to as a left side wall end surface) provided on the left end side of the side wall portion 31, and an outer wall surface is formed of a semicircular arc surface. A notch recess 15 formed by a vertical plane that fits with the protrusion 6 provided on the right side wall end face 5 is provided.

16は前記左側の側壁端面14の下端部に埋設した円筒状のスリーブで、前記切欠凹部15の天井面に開口しており、前記擁壁ブロック30の突出部6とこれと連結する他方の擁壁ブロック30の切欠凹部15とを嵌合によって組み立てる際に、前記突出部6の上面に立設した縦軸6を前記切欠凹部15の天井面に開口する前記スリーブ16内に挿入することで、前記両擁壁ブロック30,30は前記縦軸6を中心として回動可能となるように連結される。   Reference numeral 16 denotes a cylindrical sleeve embedded in the lower end portion of the left side wall end surface 14, which opens to the ceiling surface of the notch recess 15, and the other holding portion connected to the protruding portion 6 of the retaining wall block 30. When assembling the notch recess 15 of the wall block 30 by fitting, the longitudinal axis 6 erected on the upper surface of the protruding portion 6 is inserted into the sleeve 16 that opens to the ceiling surface of the notch recess 15; The retaining wall blocks 30 and 30 are connected so as to be rotatable about the longitudinal axis 6.

18は擁壁ブロック30,30を連結するための連結プレートで、図9に示すように、両擁壁ブロック30,30の連結角度(内角)が90°以下で連結する場合には、図8の(イ)に示す縦コ字形の連結プレート8A又は(ロ)に示すU字形の連結プレート8Bにより連結する。また、図10に図示する擁壁ブロック40,40のように、連結角度(内角)が90°以上で連結する場合には、図8の(ハ)に示す横C形の連結プレート8Cを使用して連結する。なお、擁壁ブロック30,40の連結プレート8による連結方法は前記図1乃至図6に示す擁壁ブロック1,11の場合と同じである。   Reference numeral 18 denotes a connecting plate for connecting the retaining wall blocks 30 and 30. As shown in FIG. 9, when the connecting angle (inner angle) of both retaining wall blocks 30 and 30 is 90 ° or less, FIG. They are connected by a vertical U-shaped connecting plate 8A shown in (A) or a U-shaped connecting plate 8B shown in (B). Further, as in the case of the retaining wall blocks 40 and 40 shown in FIG. 10, when the connection angle (inner angle) is connected at 90 ° or more, a horizontal C-shaped connection plate 8C shown in FIG. And connect. The method of connecting the retaining wall blocks 30 and 40 by the connecting plate 8 is the same as that of the retaining wall blocks 1 and 11 shown in FIGS.

1,11 擁壁ブロック
2.12 側壁部
3,13 底壁部
4,17 鉄筋
5,14 連結側の側壁端面
6 突出部
7 縦軸
8 突条部
15 切欠部
16 スリーブ
18 連結プレート
18a,18b 同端部
19,20 凹溝
21,22 アンカーナット
23,24 ボルト
DESCRIPTION OF SYMBOLS 1,11 Retaining wall block 2.12 Side wall part 3,13 Bottom wall part 4,17 Reinforcement bar 5,14 Side wall end surface of connection side 6 Protruding part 7 Vertical axis 8 Projection part 15 Notch part 16 Sleeve 18 Connection plate 18a, 18b Same end 19, 20 Recessed groove 21, 22 Anchor nut 23, 24 Bolt

Claims (6)

コーナー部又は曲線部に立設する擁壁ブロックであって、一方の擁壁ブロックの連結側の側壁端面の下方部に突出部が連設され、他方の擁壁ブロックの連結側の側壁端面に、前記一方の擁壁ブロックの前記突出部と嵌合し、縦軸を介して前記一方の擁壁ブロックと回動可能となるよう軸結合する切欠凹部が形成され、更に、前記両擁壁ブロックの連結側の側壁端部の上面部を、一端部を前記一方の擁壁ブロックに固定し、他端部を前記他方の擁壁ブロックにボルトで仮固定した連結プレートにより連結してなり、前記両擁壁ブロックを、前記仮固定のボルト軸および前記縦軸を中心に回動して連結角度を調整した後、前記仮固定したボルトの本締めで固定した前記連結プレートを介して一体に連結するように構成したことを特徴とする擁壁ブロック。   A retaining wall block standing on a corner portion or a curved portion, wherein a projecting portion is continuously provided at a lower portion of the side wall end surface on the connection side of one retaining wall block, and on the side wall end surface on the connection side of the other retaining wall block. A notch recess that is fitted to the projecting portion of the one retaining wall block and is axially coupled to the one retaining wall block via a longitudinal axis so as to be rotatable, and further, the both retaining wall blocks The upper surface of the side wall end of the connecting side is fixed to one retaining wall block at one end, and the other end is connected to the other retaining wall block by a connection plate temporarily fixed with a bolt, Both retaining wall blocks are pivoted about the temporarily fixed bolt shaft and the longitudinal axis to adjust the connection angle, and then connected together via the connection plate fixed by final tightening of the temporarily fixed bolt. Retaining wall block characterized by being configured to Click. 前記両擁壁ブロックの連結側の側壁端部の上面部を、一端部を前記一方の擁壁ブロックに固定し、他端部を前記他方の擁壁ブロックにボルトで仮固定した連結プレートによる前記の連結が、前記両擁壁ブロックの連結側の側壁端部の上面部にそれぞれ形成した側壁の内面側に連通する板厚方向の凹溝と、該両凹溝内に両端部をそれぞれ設置して一端部を固定した平面視がコ字形,U字形又はC字形の連結プレートのうちいずれか一つの連結プレートからなる構成としたことを特徴とする請求項1記載の擁壁ブロック。   The upper surface part of the side wall end on the connection side of the both retaining wall blocks is fixed to the one retaining wall block at one end, and the connection plate is temporarily fixed to the other retaining wall block with a bolt. Are connected to the inner surface side of the side wall formed on the upper surface portion of the side wall end portion on the connection side of the both retaining wall blocks, and both end portions are respectively installed in the both concave grooves. The retaining wall block according to claim 1, wherein the retaining wall block is composed of any one of a U-shaped, U-shaped or C-shaped connecting plate in a plan view with one end fixed. 前記仮固定したボルトの本締めで前記両擁壁ブロックを前記連結プレートを介して一体に連結した後、前記両凹溝内に硬化性充填材を充填してなり、前記凹溝内に設置固定した前記連結プレートの両端部の上面をそれぞれ覆う構成としたことを特徴とする請求項2記載の擁壁ブロック。   After the both retaining wall blocks are integrally connected via the connecting plate by final fastening of the temporarily fixed bolts, the both concave grooves are filled with a curable filler, and are fixed in the concave grooves. The retaining wall block according to claim 2, wherein the upper surface of both end portions of the connecting plate is covered. 前記一方の擁壁ブロックの連結側の側壁端面を垂直な平面で、他方の擁壁ブロックの連結側の側壁端面を円弧面でそれぞれ形成するとゝもに、垂直な平面で形成した前記一方の側壁端面の外側位置に、他方の擁壁ブロックの前記円弧面で形成した側壁端面との連結位置に現れる間隙を覆う突条部を、前記一方の側壁端面の長手方向に沿って設けたことを特徴とする請求項1,2又は3記載の擁壁ブロック。   When the side wall end surface on the connection side of the one retaining wall block is formed with a vertical plane and the side wall end surface on the connection side of the other retaining wall block is formed with an arc surface, the one side wall formed with a vertical plane is also used. A protruding portion that covers a gap that appears at a connection position with the side wall end surface formed by the arc surface of the other retaining wall block is provided along the longitudinal direction of the one side wall end surface at an outer position of the end surface. The retaining wall block according to claim 1, 2, or 3. 前記擁壁ブロックは、垂直な側壁部と、該側壁部の下端縁から内側へ水平に延びる底版部とからなるL字形の擁壁ブロックであって、両擁壁ブロックの連結側の側壁端面の突き合わせによる連結角度をほゞ90度とした際に、前記底版部の接続側の側端面が互いに面接する傾斜面で形成するとゝもに、前記底版部の前端面に、現場打ちコンクリートと一体化するための鉄筋を複数本突出せしめたことを特徴とする請求項1,2,3又は4記載の擁壁ブロック。   The retaining wall block is an L-shaped retaining wall block composed of a vertical side wall portion and a bottom plate portion extending horizontally inward from the lower end edge of the side wall portion, and is provided on the side wall end face on the connecting side of both retaining wall blocks. When the connecting angle by the abutment is about 90 degrees, if the side end surfaces on the connection side of the bottom plate portion are formed by inclined surfaces that are in contact with each other, the front end surface of the bottom plate portion is integrated with the cast-in-place concrete. 5. A retaining wall block according to claim 1, wherein a plurality of reinforcing bars are protruded. 擁壁ブロックの左側又は右側の側壁端面および側壁端部の上面に、前記一方の擁壁ブロックの連結側の側壁端面および側壁端部の上面にそれぞれ形成した前記突出部および凹溝を、前記擁壁ブロックの右側又は左側の側壁端面および側壁端部の上面に、前記他方の擁壁ブロックの連結側の側壁端面および側壁端部の上面にそれぞれ形成した前記切欠凹部および凹溝を、それぞれ形成したことを特徴とする請求項1,2,3,4又は5記載の擁壁ブロック。   The protrusions and the concave grooves formed on the side wall end surface and the side wall end on the connection side of the one retaining wall block are respectively formed on the left and right side wall end surfaces and the side wall end of the retaining wall block. The notch recess and the groove formed on the side wall end surface on the right side or the left side wall end surface of the wall block and on the upper surface of the side wall end portion, respectively, on the side wall end surface on the connecting side of the other retaining wall block and the upper surface of the side wall end portion, respectively. The retaining wall block according to claim 1, 2, 3, 4 or 5.
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