Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP4166748B2 - Concrete block for earth retaining - Google Patents
[go: Go Back, main page]

JP4166748B2 - Concrete block for earth retaining - Google Patents

Concrete block for earth retaining Download PDF

Info

Publication number
JP4166748B2
JP4166748B2 JP2004317182A JP2004317182A JP4166748B2 JP 4166748 B2 JP4166748 B2 JP 4166748B2 JP 2004317182 A JP2004317182 A JP 2004317182A JP 2004317182 A JP2004317182 A JP 2004317182A JP 4166748 B2 JP4166748 B2 JP 4166748B2
Authority
JP
Japan
Prior art keywords
log
processed
flat
presser
front surface
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP2004317182A
Other languages
Japanese (ja)
Other versions
JP2006125113A (en
Inventor
寅吉 藤林
Original Assignee
藤林コンクリート工業株式会社
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 藤林コンクリート工業株式会社 filed Critical 藤林コンクリート工業株式会社
Priority to JP2004317182A priority Critical patent/JP4166748B2/en
Publication of JP2006125113A publication Critical patent/JP2006125113A/en
Application granted granted Critical
Publication of JP4166748B2 publication Critical patent/JP4166748B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Retaining Walls (AREA)

Description

本発明は、土留用コンクリートブロックに関するものである。   The present invention relates to a concrete block for earth retaining.

出願人は、土留用コンクリートブロックの土留壁に丸太材を配設固定した特許第3113220号を確保している。   The applicant has secured Patent No. 3113220 in which a log material is disposed and fixed to the retaining wall of the concrete block for retaining soil.

この特許文献1を更に説明すると、土留ブロック体の土留壁に丸太嵌合部を設け、この丸太嵌合部に丸太を上下多段に横架し、この丸太を土留壁に沿設状態に固定する固定金具を土留壁に配設した構成である。   This Patent Document 1 will be further described. A log fitting part is provided on the earth retaining wall of the earth retaining block body, logs are horizontally mounted in multiple stages on the log fitting part, and the log is fixed to the earth retaining wall in an installed state. This is a configuration in which the fixing metal is disposed on the retaining wall.

そして、この特許文献1によれば、土壁面に沿設する土留ブロック体の土留壁の丸太嵌合部に補強用丸太を上下多段に横架固定したから、従来までは不要廃材として処理されていた土留擁壁形成に際して伐採する丸太材を土留ブロック体の補強材として使用することができ、これにより廃棄する無駄と廃棄に要する余計な作業を無くすると共に、土留用コンクリートブロック自体を補強しながら同時に丸太材による自然感も合わせ持つ極めて体裁が良好で実用性にも秀れた土留用コンクリートブロックを提供できるという作用・効果を奏するものである。   And according to this patent document 1, since the log for reinforcement was horizontally fixed to the log fitting part of the earth retaining wall of the earth retaining block body installed along the earth wall surface, it was processed as an unnecessary waste material until now. Logs that are cut down when forming the retaining wall can be used as a reinforcing material for the retaining block body, thereby eliminating waste and unnecessary work required for disposal, while reinforcing the concrete block for retaining soil itself. At the same time, it has the effect of being able to provide a concrete block for earth retaining that has an excellent natural appearance due to its natural appearance due to the log material.

特許第3113220号公報Japanese Patent No. 3113220

本発明は、上記特許文献1の改良出願に係るもので、土留壁の平坦前面に丸太嵌合部を設けることなく、土留壁の平坦前面の略全面に簡単且つ強固に加工丸太材を配設固定することができる土留用コンクリートブロックを提供するものである。   The present invention relates to an improvement application of Patent Document 1 described above, and easily and firmly arranges a processed log material on substantially the entire flat front surface of the retaining wall without providing a log fitting portion on the flat front surface of the retaining wall. A concrete block for earth retaining that can be fixed is provided.

添付図面を参照して本発明の要旨を説明する。   The gist of the present invention will be described with reference to the accompanying drawings.

土留壁1の平坦前面1Aに丸太嵌合用凹部などを設けることなく、沿設平坦面2Aが加工形成された多数の加工丸太材2を、この沿設平坦面2Aを土留壁1の平坦前面1Aに当接させてこの平坦前面1Aの略全面を覆うように並設配設し、この多数並設配設した各加工丸太材2の前側面に、この各加工丸太材2の長さ方向と直交する方向に配設した加工丸太材2と同構造の押え用丸太材3の沿設平坦面3Aを当接し、この押え用丸太材3と前記加工丸太材2とに固定具4を貫通させてこの固定具4により押え用丸太材3と加工丸太材2とを土留壁1の平坦前面1Aに固定し、前記加工丸太材2には、この加工丸太材2に形成された前記沿設平坦面2Aの反対側に押え込み用平坦面2Bを形成し、前記土留壁1の平坦前面1Aに多数並設配設した各加工丸太材2の押え込み用平坦面2Bに、この各加工丸太材2の長さ方向と直交する方向に配設した前記押え用丸太材3の前記沿設平坦面3Aを面接当接する構成としたことを特徴とする土留用コンクリートブロックに係るものである。 A large number of processed log materials 2 formed by processing the adjacent flat surface 2A are formed on the flat front surface 1A of the retaining wall 1 without providing a log fitting recess or the like. Are arranged side by side so as to cover substantially the entire surface of the flat front surface 1A, and on the front side of each processed log material 2 arranged in parallel, the length direction of each processed log material 2 The processed log 2 disposed in the orthogonal direction is in contact with the side surface 3A of the pressing log 3 having the same structure, and the fixing log 4 is passed through the pressing log 3 and the processed log 2. The pressing log 3 and the processed log 2 are fixed to the flat front surface 1A of the retaining wall 1 by the lever fixing device 4, and the processed flat log 2 is formed on the processed log 2 by the above-mentioned flat A pressing flat surface 2B is formed on the opposite side of the surface 2A, and a large number are arranged in parallel on the flat front surface 1A of the earth retaining wall 1. A structure in which the side flat surface 3A of the presser log 3 disposed in a direction orthogonal to the length direction of each processed log 2 is in abutment contact with the flat surface 2B for pressing of each processed log 2 The present invention relates to a concrete block for earth retaining.

また、前記加工丸太材2には、前記沿設平坦面2Aと略直交する方向に面方向を有する並設用平坦面2Cを形成し、前記土留壁1の平坦前面1Aに多数並設配設した各加工丸太材2は、この並設用平坦面2C同士を面接当接する構成としたことを特徴とする請求項1記載の土留用コンクリートブロックに係るものである。 Further, the processed log 2 is formed with a parallel flat surface 2C having a surface direction in a direction substantially orthogonal to the side-by-side flat surface 2A, and a plurality of the flat surfaces 1A of the earth retaining wall 1 are arranged in parallel. each processing round timber 2 that is according to earth retaining concrete block of claim 1 Symbol mounting characterized by being configured to interview abut the parallel設用flat surface 2C each other.

また、前記土留壁1の平坦前面1Aに多数並設配設した前記各加工丸太材2の少なくとも両端位置に存する加工丸太材2の前側面に、この各加工丸太材2の長さ方向と直交する方向に配設した前記押え用丸太材3の前記沿設平坦面3Aを当接し、この押え用丸太材3と加工丸太材2とに固定具4を貫通させてこの固定具4により押え用丸太材3と加工丸太材2とを土留壁1の平坦前面1Aに固定したことを特徴とする請求項1,2のいずれか1項に記載の土留用コンクリートブロックに係るものである。 In addition, a plurality of the processed log members 2 arranged in parallel on the flat front surface 1A of the earth retaining wall 1 are orthogonal to the front side surface of the processed log members 2 existing at least at both ends. The presser log 3 disposed in the direction of contact is brought into contact with the flat surface 3A, and the fixing log 4 is passed through the pressing log 3 and the processed log 2, and the pressing tool 4 is used for pressing. The log material 3 and the processed log material 2 are fixed to a flat front surface 1A of the retaining wall 1 according to any one of claims 1 and 2 .

本発明は上述のように構成したから、土留壁の平坦前面の略全面に丸太材による良好な景観が表出する体裁良好なコンクリートブロックとなり、土留壁の平坦前面に丸太嵌合用凹部などを設けない分、土留用コンクリートブロックは通常の汎用タイプの擁壁ブロックで良いため量産性に秀れ、また、従来までは不要廃材として処理されていた土留擁壁形成に際して伐採する丸太材を利用するなどして、この丸太材に沿設平坦面を形成するだけで加工丸太材を簡易に構成できると共に、押え用丸太材も加工丸太材と同構造としたため、別個に異なる構造の押え用丸太材を用意する必要がなく、加工用丸太材を多数用意することでこの加工用丸太材を押え用丸太材と共用できるので、簡易に設計実現可能となり、しかも、加工丸太材と押え用丸太材とに貫通させた固定具によりこの加工丸太材と押え用丸太材を土留壁の平坦前面に固定するから、加工丸太材と押え用丸太材の固定強度が高く、商品性に秀れると共に、この加工丸太材と押え用丸太材によるコンクリートブロックの補強作用が良好に発揮されることになるなど、極めて実用性に秀れた土留用コンクリートブロックとなる。   Since the present invention is configured as described above, it becomes a concrete block having a good appearance in which a good landscape of log material appears on almost the entire front surface of the retaining wall, and a concave portion for log fitting is provided on the flat front surface of the retaining wall. Because the soil retaining concrete block can be a general-purpose type retaining wall block, it can be mass-produced. In addition, it uses logs that are cut when forming retaining retaining walls that were previously treated as unnecessary waste. In addition, the processed log can be configured simply by forming a flat surface along the log, and the presser log has the same structure as the processed log. There is no need to prepare, and by preparing a large number of logs for processing, this log for processing can be shared with the log for presser foot, so the design can be easily realized, and the processed log and log for presser foot Since the processed log and the presser log are fixed to the flat front surface of the retaining wall by a fixing tool penetrated in the upper and lower ends, the processed log and the presser log have a high fixing strength and excellent merchantability. A concrete block for earth retaining that is extremely excellent in practicality, such as that the reinforcing action of the concrete block by the processed log material and the log material for presser foot is exhibited well.

また、本発明においては、押え用丸太材の沿設平坦面が多数の加工丸太材の押え込み用平坦面に面接当接することで、押え用丸太材が一層安定的且つ確実に加工丸太材を押え込み固定することになるので、この各丸太材による一層秀れた補強作用が得られることになる秀れた構成の土留用コンクリートブロックとなる。 Further, in the present invention, the side surface of the presser log is in contact with the flat surface for pressing of a number of processed logs so that the presser logs the processed log more stably and reliably. Since it will fix, it will become the concrete block for earth retaining of the outstanding structure from which the further outstanding reinforcement effect by this each log material will be acquired.

また、請求項記載の発明においては、加工丸太材同志を安定的に並設配設できるために、この加工丸太材の並設作業を容易に行うことができ、しかも、並設配設する加工丸太材による補強作用が一層良好に発揮されると共に、ほとんど隙間なく加工丸太材が並設するので、体裁も一層良好となるなど、極めて実用性に秀れた構成の土留用コンクリートブロックとなる。 Further, in the invention according to claim 2 , since the processed log members can be stably arranged side by side, it is possible to easily carry out the parallel operation of the processed log materials, and to arrange them in parallel. Reinforcement effect by processed log is demonstrated better, and processed log is arranged side by side with almost no gap, so the appearance is better, and it becomes a concrete block for earth retaining with extremely excellent practicality. .

また、請求項記載の発明においては、両端位置の押え用丸太材により並設配設する多数の加工丸太材を良好に押え込むことができるので、この加工丸太材,押え用丸太材による極めて秀れたコンクリートブロックの補強作用が得られる一層秀れた構成の土留用コンクリートブロックとなる。 Further, in the invention described in claim 3 , since it is possible to satisfactorily press in a large number of processed logs arranged in parallel by pressing logs at both ends, it is extremely possible to use the processed logs and pressing logs. It becomes a concrete block for earth retaining with a more excellent structure that can obtain the reinforcing action of the excellent concrete block.

好適と考える本発明の実施形態(発明をどのように実施するか)を、図面に基づいて本発明の作用を示して簡単に説明する。   DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention that are considered suitable (how to carry out the invention) will be briefly described with reference to the drawings, illustrating the operation of the present invention.

本発明は、土留壁1の平坦前面1Aに丸太嵌合用凹部などを設けることなく、沿設平坦面2Aが加工形成された多数の加工丸太材2を、この沿設平坦面2Aを土留壁1の平坦前面1Aに当接させてこの平坦前面1Aの略全面を覆うように並設配設し、この多数並設配設した各加工丸太材2の前側面に、この各加工丸太材2の長さ方向と直交する方向に配設した加工丸太材2と同構造の押え用丸太材3の沿設平坦面3Aを当接し、この押え用丸太材3と前記加工丸太材2とに固定具4を貫通させてこの固定具4により押え用丸太材3と加工丸太材2とを土留壁1の平坦前面1Aに固定する。   In the present invention, a large number of processed log materials 2 in which a side surface 2A is formed by machining are formed on the flat front surface 1A of the retaining wall 1 without providing a concave portion for log fitting or the like. Are arranged side by side so as to cover substantially the entire surface of the flat front surface 1A, and the processed log materials 2 are arranged on the front side of the processed log materials 2 arranged in parallel. The processed log 2 disposed in the direction orthogonal to the length direction is in contact with the side surface 3A of the presser log 3 having the same structure, and the presser log 3 and the processed log 2 are fixed to each other. 4, the pressing log 3 and the processed log 2 are fixed to the flat front surface 1 </ b> A of the earth retaining wall 1 by the fixture 4.

加工丸太材2は、前記特許文献1と同様に、従来までは不要廃材として処理されていた土留擁壁形成に際して伐採する丸太材を利用するなどして、この丸太材に沿設平坦面2Aを形成するだけで加工丸太材2を簡易に構成できる。   Similarly to the above-mentioned Patent Document 1, the processed log material 2 uses a log material that is cut down when forming a retaining wall that has been treated as an unnecessary waste material until now. The processed log material 2 can be simply configured simply by forming.

また、土留壁1の平坦前面1Aの略全面を覆う加工丸太材2と押え用丸太材3とは、この加工丸太材2,押え用丸太材3を貫通させた固定具4により土留壁1の平坦前面1Aに固定するので、この固定構造は簡易に設計実現可能で固定作業も容易に行えると共に、この固定構造による加工丸太材2,押え用丸太材3の固定強度は高く、高強度固定された加工丸太材2と押え用丸太材3とがコンクリートブロックA自体を良好に補強することになるので秀れた土留作用を発揮し、同時に土留壁1Aの平坦前面1Aの略前面に丸太材による自然感も合わせ持つ良好な景観が表出することになる。   Further, the processed log material 2 and the presser log material 3 covering substantially the entire front surface 1A of the retaining wall 1 are formed by the fixture 4 through which the processed log material 2 and the presser log material 3 are penetrated. Since it is fixed to the flat front surface 1A, this fixing structure can be easily designed and fixed, and the fixing work can be easily performed. The fixing log 2 and the presser log 3 with this fixing structure have high fixing strength and are fixed with high strength. The processed log 2 and the presser log 3 reinforce the concrete block A itself, so that an excellent earth retaining action is exhibited, and at the same time, the log is placed on the front surface of the flat front surface 1A of the retaining wall 1A. A good landscape with a natural feeling will be revealed.

しかも、土留壁1の平坦前面1Aに丸太嵌合用凹部などを設けない分、土留用コンクリートブロックAは通常の汎用タイプの擁壁ブロックで良いため量産性に秀れ、また、押え用丸太材3も加工丸太材2と同構造としたため、別個に異なる構造の押え用丸太材3を用意する必要がなく、加工用丸太材2を多数用意することでこの加工用丸太材2を押え用丸太材3と共用できるので、簡易に設計実現可能となるなど、極めて実用性に秀れた土留用コンクリートブロックとなる。   In addition, since the retaining wall concrete block A can be an ordinary general-purpose retaining wall block, the flat front surface 1A of the retaining wall 1 is not provided with a log fitting recess and the like. Since the processing log material 2 has the same structure as the processing log material 2, it is not necessary to prepare the pressing log material 3 having a different structure separately. By preparing a large number of processing log materials 2, the processing log material 2 is used as a pressing log material. Since it can be used in common with No. 3, it becomes a concrete block for earth retaining with extremely excellent practicality.

また、例えば、前記加工丸太材2には、前記沿設平坦面2Aの反対側に押え込み用平坦面2Bを形成し、前記土留壁1の平坦前面1Aに多数並設配設した各加工丸太材2の押え込み用平坦面2Bに、この各加工丸太材2の長さ方向と直交する方向に配設した前記押え用丸太材3の前記沿設平坦面3Aを面接当接する構成とすれば、押え用丸太材3の沿設平坦面3Aが多数の加工丸太材2の押え込み用平坦面2Bに面接当接することで、押え用丸太材3が一層確実に加工丸太材2を押え込み固定することになるので、この各丸太材2,3による一層秀れた補強作用が得られることになる。   Further, for example, the processed log material 2 is formed with a pressing flat surface 2B on the opposite side of the side surface 2A, and a plurality of processed log materials arranged in parallel on the flat front surface 1A of the earth retaining wall 1. 2, the side flat surface 3 </ b> A of the presser log 3 disposed in a direction perpendicular to the length direction of each processed log 2 is brought into surface contact with the presser flat surface 2 </ b> B. The side flat surface 3A of the log 3 for contact comes into contact with the flat surface 2B for pressing of the processed log 2 so that the presser log 3 presses and fixes the processed log 2 more reliably. Therefore, a further excellent reinforcing action by the respective log members 2 and 3 can be obtained.

また、例えば、前記加工丸太材2には、前記沿設平坦面2Aと略直交する方向に面方向を有する並設用平坦面2Cを形成し、前記土留壁1の平坦前面1Aに多数並設配設した各加工丸太材2は、この並設用平坦面2C同士を面接当接する構成とすれば、加工丸太材2同志を安定的に並設配設できるために、この加工丸太材2の並設作業を容易に行うことができ、しかも、並設配設する加工丸太材2による補強作用が一層良好に発揮されると共に、ほとんど隙間なく加工丸太材2が並設するので、体裁も一層良好となる。   Further, for example, the processed log 2 is formed with a parallel flat surface 2C having a surface direction in a direction substantially orthogonal to the side-by-side flat surface 2A, and a large number of the processed log members 2 are arranged in parallel on the flat front surface 1A of the earth retaining wall 1. If each processed log 2 is arranged so that the flat surfaces 2C for parallel arrangement come into contact with each other, the processed logs 2 can be stably arranged side by side. The parallel work can be easily performed, and the reinforcing effect of the processed log material 2 arranged side by side is further improved, and the processed log material 2 is arranged side by side with almost no gap, so the appearance is further improved. It becomes good.

また、例えば、前記土留壁1の平坦前面1Aに多数並設配設した前記各加工丸太材2の少なくとも両端位置に存する加工丸太材2の前側面に、この各加工丸太材2の長さ方向と直交する方向に配設した前記押え用丸太材3の前記沿設平坦面3Aを当接し、この押え用丸太材3と加工丸太材2とに固定具4を貫通させてこの固定具4により押え用丸太材3と加工丸太材2とを土留壁1の平坦前面1Aに固定すれば、両端位置の押え用丸太材3により並設配設する多数の加工丸太材2を良好に押え込むことができるので、この加工丸太材2,押え用丸太材3による極めて秀れたコンクリートブロックAの補強作用が得られる。   Further, for example, the length direction of each processed log 2 on the front side surface of the processed log 2 existing at least at both ends of each processed log 2 arranged in parallel on the flat front surface 1A of the retaining wall 1 The presser log 3 arranged in a direction orthogonal to the above-mentioned flat surface 3 </ b> A is brought into contact with the presser log 3 and the processed log 2, and a fixing tool 4 is passed through the presser log 3. If the presser log 3 and the processed log 2 are fixed to the flat front surface 1A of the retaining wall 1, a large number of processed logs 2 arranged side by side with the presser log 3 at both ends can be satisfactorily pressed. Therefore, the remarkably excellent reinforcing action of the concrete block A by the processed log 2 and the pressing log 3 can be obtained.

本発明の具体的な実施例1について図1〜図6に基づいて説明する。   A first embodiment of the present invention will be described with reference to FIGS.

本実施例は、土留壁1の平坦前面1Aに丸太嵌合用凹部などを設けることなく、沿設平坦面2Aが加工形成された多数の加工丸太材2を、この沿設平坦面2Aを土留壁1の平坦前面1Aに当接させてこの平坦前面1Aの略全面を覆うように並設配設し、この多数並設配設した各加工丸太材2の前側面に、この各加工丸太材2の長さ方向と直交する方向に配設した加工丸太材2と同構造の押え用丸太材3の沿設平坦面3Aを当接し、この押え用丸太材3と前記加工丸太材2とに固定具4を貫通させてこの固定具4により押え用丸太材3と加工丸太材2とを土留壁1の平坦前面1Aに固定したことを特徴とする土留用コンクリートブロックに係るものである。   In the present embodiment, a large number of processed log materials 2 formed by processing the installed flat surface 2A without forming a log fitting recess or the like on the flat front surface 1A of the retaining wall 1 are used. 1 are arranged side by side so as to be in contact with the flat front surface 1A of the flat surface 1A and cover substantially the entire surface of the flat front surface 1A. The processed log 2 disposed in the direction orthogonal to the length direction of the presser is in contact with the side surface 3A of the presser log 3 having the same structure and fixed to the presser log 3 and the processed log 2 The retaining block 3 and the processed log 2 are fixed to the flat front surface 1 </ b> A of the retaining wall 1 by passing through the member 4 and the fixing member 4.

本実施例の土留用コンクリートブロックAは、土壁面1の前面が平坦面(平坦前面1A)となるL形の擁壁ブロックを採用している。図中符号5は補強壁、8は排水口である。   The concrete block A for earth retaining of this embodiment employs an L-shaped retaining wall block in which the front surface of the earth wall 1 is a flat surface (flat front surface 1A). In the figure, reference numeral 5 is a reinforcing wall, and 8 is a drain outlet.

加工丸太材2は、土留擁壁形成に際し伐採して不要となった丸太廃材を使用して構成するもので、この丸太廃材をその直径部分から半割形状(断面半円形状)にカットし、この加工により丸太材の直径部分に形成された平坦面を前記沿設平坦面2Aとしている。   The processed log material 2 is configured by using a log waste material that has become unnecessary after logging in forming the retaining wall, and cut this log waste material from its diameter portion into a half shape (a semicircular cross section) A flat surface formed in the diameter portion of the log material by this processing is used as the above-mentioned flat surface 2A.

また、この沿設平坦面2Aの反対側面を、この沿設平坦面2Aと平行にカットし、この加工により形成された沿設平坦面2Aの反対側の平坦面を前記押え込み用平坦面2Bとし、前記土留壁1の平坦前面1Aに多数並設配設した各加工丸太材2の押え込み用平坦面2Bに、この各加工丸太材2の長さ方向と直交する方向に配設した前記押え用丸太材3の前記沿設平坦面3Aを面接当接する構成としている。   Further, the side surface opposite to the side surface 2A is cut in parallel to the side surface 2A, and the flat surface opposite to the side surface 2A formed by this processing is used as the pressing flat surface 2B. The presser foot disposed on the flat surface 2B for pressing the processed log members 2 arranged in parallel on the flat front surface 1A of the retaining wall 1 in a direction perpendicular to the length direction of the processed log members 2. The side surface 3 </ b> A of the log 3 is in contact with the surface.

また、この沿設平坦面2Aの直径方向の両端部に位置する側面部を、沿設平坦面2Aと略直交する方向に面方向を有するように平坦面状にカットし、この加工により形成された沿設平坦面2Aと直交する方向の平坦面を前記並設用平坦面2Cとし、前記土留壁1の平坦前面1Aに多数並設配設する各加工丸太材2は、この並設用平坦面2C同士を面接当接して並設する構成としている。   Further, the side surfaces located at both ends in the diametrical direction of the adjacent flat surface 2A are cut into a flat surface so as to have a surface direction in a direction substantially orthogonal to the adjacent flat surface 2A, and formed by this processing. A flat surface in a direction orthogonal to the adjacent flat surface 2A is used as the parallel flat surface 2C, and a plurality of processed log members 2 arranged in parallel on the flat front surface 1A of the earth retaining wall 1 are arranged in parallel. The surfaces 2C are arranged in contact with each other in parallel.

また、押え用丸太材3は、前記加工丸太材2と全く同一の構造のものを採用している。即ち、本実施例では、説明の都合上異なる符号を付しているが、押え用丸太材3と加工丸太材2とを共用している。   Further, the log material 3 for presser has the same structure as the processed log material 2. That is, in this embodiment, different reference numerals are given for convenience of explanation, but the pressing log 3 and the processed log 2 are shared.

本実施例では、多数の加工丸太材2を前記平坦前面1Aに上下多段に並設配設し、この多数の加工丸太材2の各両端位置に配設するようにして二本の前記押え用丸太材3を配設した構成としている。   In the present embodiment, a large number of processed logs 2 are arranged in parallel on the flat front surface 1A in upper and lower stages, and the processed logs 2 are arranged at both end positions of the processed logs 2 for the two pressers. The log material 3 is arranged.

また、本実施例の押え用丸太材3と加工丸太材2の前記平坦前面1Aへの固定構造は、予め土留用コンクリートブロックA成形時に、平坦前面1Aの四隅位置に前記固定具4としてのボルト4Aをその螺子杆が前方へ突出するようにしてインサート成形し(図2参照。)、この平坦前面1Aの四隅から突出する各ボルト4Aに、平坦前面1Aの上下位置に配設する各加工丸太材2の両端部に形成した固定孔2Dを挿通してこの加工丸太材2の沿設平坦面2Aを平坦前面1Aに面接当接し、この固定孔2Dから平坦前面1Aの前方へ突出する各ボルト4A先端に前記押え用丸太材3の両端部に形成した固定孔3Dを挿通して押え用丸太材3の沿設平坦面3Aを加工丸太材2の押え込み用平坦面2Bに面接当接し、この各固定孔3Dから平坦前面1Aの前方へ突出する各ボルト4A先端に固定具4としてのナット4Bを螺着固定することで、押え用丸太材3と加工丸太材2とを固定具4により平坦前面1Aに固定する構造としている(図3,図4参照。)。   In addition, the structure for fixing the pressing log 3 and the processed log 2 to the flat front surface 1A of the present embodiment is the bolts as the fixing tools 4 at the four corner positions of the flat front surface 1A when the concrete block A for earth retaining is previously formed. 4A is insert-molded so that the screw rod protrudes forward (see FIG. 2), and each processed log disposed on each of the bolts 4A protruding from the four corners of the flat front surface 1A at the vertical position of the flat front surface 1A. Each of the bolts that pass through the fixing holes 2D formed at both ends of the material 2 and abut the abutting flat surface 2A of the processed log material 2 on the flat front surface 1A and project forward from the fixing hole 2D to the flat front surface 1A. 4A is inserted through the fixing holes 3D formed at both ends of the presser log 3 at the front end thereof, and the flat surface 3A of the presser log 3 is brought into surface contact with the presser flat surface 2B of the processed log 2. Flat front from each fixed hole 3D The nut 4B as the fixing tool 4 is screwed and fixed to the front end of each bolt 4A protruding forward of A, so that the pressing log 3 and the processed log 2 are fixed to the flat front surface 1A by the fixing tool 4. (See FIGS. 3 and 4).

尚、図5,図6は、固定具4としてのナット4Bを、その螺子孔が平坦前面1A側に露出するようにして平坦前面1Aにインサート成形し、この平坦前面1Aの四隅のナット4Bに押え用丸太材3,加工丸太材2の両端部の固定孔3D,2Dに通した固定具4としてのボルト4Aを螺着固定することで、押え用丸太材3と加工丸太材2とを固定具4により平坦前面1Aに固定した場合(固定具4による固定構造の別例)を示している。   5 and 6, the nut 4B as the fixture 4 is insert-molded on the flat front surface 1A so that the screw holes are exposed on the flat front surface 1A side, and the nuts 4B at the four corners of the flat front surface 1A are formed. The presser log 3 and the processed log 2 are fixed by screwing and fixing bolts 4A as fixing tools 4 passed through the fixing holes 3D and 2D at both ends of the presser log 3 and processed log 2 The case where it fixes to 1 A of flat front surfaces with the tool 4 (another example of the fixing structure by the fixing tool 4) is shown.

また、この別例のようにナット4Bをインサート成形する場合、このナット4Bに固定具4としての螺子杆を螺着し、この螺子杆に押え用丸太材3と加工丸太材2とを通した後、螺子杆の前方側突出端部にナットを螺着することで、押え用丸太材3と加工丸太材2とを平坦前面1Aに固定する構造としても良い。   Further, when the nut 4B is insert-molded as in this alternative example, a screw rod as a fixture 4 is screwed into the nut 4B, and the pressing log 3 and the processed log 2 are passed through the screw rod. Then, it is good also as a structure which fixes the log material 3 for pressing and the processed log material 2 to the flat front surface 1A by screwing a nut to the front side protrusion end part of the screw rod.

また、本実施例では、平坦前面1Aの下部の小範囲を除いた略全面に加工丸太材2を上下多段に並設配設した場合を示している。   Further, in the present embodiment, a case is shown in which processed log materials 2 are arranged in parallel in upper and lower stages on substantially the entire surface excluding a small range below the flat front surface 1A.

次に、本実施例の土留用コンクリートブロックAの製造方法を説明する。   Next, the manufacturing method of the concrete block A for earth retaining of a present Example is demonstrated.

コンクリートブロックA成形時に、平坦前面1Aの四隅位置に前記固定具4としてのボルト4Aをその螺子杆が前方へ突出するようにしてインサート成形する(図2参照。)。   At the time of molding the concrete block A, the bolts 4A as the fixtures 4 are insert-molded at the four corner positions of the flat front surface 1A so that the screw rods protrude forward (see FIG. 2).

このコンクリートブロックAの平坦前面1Aの上下位置に一本ずつ加工丸太材2を横設配設し(図2参照。)、下側に配した加工丸太材2はその両端部に形成した固定孔2Dに下側左右のボルト4Aを挿通して沿設平坦面2Aを平坦前面1A下部に面接当接し、上側に配した加工丸太材2はその両端部に形成した固定孔2Dに上側左右のボルト4Aを挿通して沿設平坦面2Aを平坦前面1A上部に面接当接する(図3参照。)。   One processed log 2 is placed horizontally above and below the flat front surface 1A of the concrete block A (see FIG. 2), and the processed log 2 arranged on the lower side is fixed holes formed at both ends thereof. The lower left and right bolts 4A are inserted into 2D, the installed flat surface 2A is in surface contact with the lower portion of the flat front surface 1A, and the processed log 2 arranged on the upper side is fixed to the fixing holes 2D formed at both ends thereof. 4A is inserted and the installed flat surface 2A is brought into surface contact with the upper portion of the flat front surface 1A (see FIG. 3).

次いで、この上下の加工丸太材2の上から(平坦前面1Aの前方向から)、この上下の加工丸太材2の両端部間に架け渡すようにして平坦前面1Aの左右位置に一本ずつ押え用丸太材3を縦設配設し(図3参照。)、夫々の押え用丸太材3の両端部に形成した固定孔3Dに両側の上下のボルト4Aを挿通してこの押え用丸太材3の沿設平坦面3Aを上下の加工丸太材2の押え込み用平坦面2Bに面接当接する(図4参照。)。   Next, from above and below the processed log 2 (from the front side of the flat front surface 1A), the presser is placed one by one on the left and right positions of the flat front surface 1A so as to span between both ends of the upper and lower processed log 2 The log 3 is vertically arranged (see FIG. 3), and the upper and lower bolts 4A are inserted into the fixing holes 3D formed at both ends of each presser log 3 and the presser log 3 The flat surface 3A is contacted with the flat surface 2B for pressing the upper and lower processed logs 2 (see FIG. 4).

次いで、この各固定孔3Dから平坦前面1Aの前側に突出している各ボルト4A先端にナット4Bを螺着固定することで、上下左右に方形状をなすように配設した二本の加工丸太材2と二本の押え用丸太材3とを平坦前面1Aに固定する(図4参照。)。   Next, two processed logs arranged in a square shape vertically and horizontally by screwing and fixing nuts 4B to the front ends of the bolts 4A protruding from the fixing holes 3D to the front side of the flat front surface 1A. 2 and the two pressing logs 3 are fixed to the flat front surface 1A (see FIG. 4).

次いで、この上下位置に固定された加工丸太材2間の隙間に、土留壁1の左右両側から、平坦前面1Aと押え用丸太材2との空間を介し多数の加工丸太材2を挿入して横設配設し、各加工丸太材2は、その沿設平坦面2Aを平坦前面1Aに略面接当接させると共に、押え込み用平坦面2Bを押え用丸太材3の沿設平坦面3Aに略面接当接させ、更に各加工丸太材2の左右両端部の位置を、先に上下位置に固定されている加工丸太材2の両端部の位置に合わせる(図4参照。)。   Next, a large number of processed logs 2 are inserted into the gap between the processed logs 2 fixed in the vertical position from both the left and right sides of the retaining wall 1 through the space between the flat front surface 1A and the pressing logs 2. Each of the processed log members 2 is arranged in a horizontal manner, and the flat surface 2A along the side is substantially in contact with the flat front surface 1A, and the flat surface 2B for pressing is approximately parallel to the side flat surface 3A of the log material 3 for pressing. Further, the positions of the left and right ends of each processed log 2 are matched with the positions of both ends of the processed log 2 fixed in the vertical position first (see FIG. 4).

次いで、左右の押え用丸太材3の上から(平坦前面1Aの前方向から)、この押え用丸太材3を貫通させて上下の加工丸太材2間に並設配設した各加工丸太材2の両端部に釘などの止着具6(釘)を打ち込みして押え用丸太材3に各加工丸太材2を固定し、平坦前面1Aの略全面が丸太材によって覆われる本実施例の土留用コンクリートブロックが完成する(図1参照。)。図中符号3Eは押え用丸太材3に形成した釘6打ち込み用の止着孔である。   Next, from the left and right pressing logs 3 (from the front side of the flat front surface 1A), the processed logs 2 arranged in parallel between the upper and lower processed logs 2 by penetrating the pressing logs 3. The retaining ring 6 of this embodiment, in which fastening pieces 6 (nails) such as nails are driven into both ends of the steel plate, each processed log 2 is fixed to the presser log 3, and substantially the entire flat front surface 1 </ b> A is covered with the log. The concrete block for use is completed (see FIG. 1). In the figure, reference numeral 3E denotes a fastening hole for driving a nail 6 formed in the log material 3 for presser.

本発明の具体的な実施例2について図7に基づいて説明する。   A second embodiment of the present invention will be described with reference to FIG.

本実施例は、前記実施例1において、土壁面1の平坦前面1Aの左右方向の中間の上下位置にもボルト4Aをインサート成形し、横設状態にして上下多段に並設配設した多数の加工丸太材2の中間部をも押え込むようにこの各加工丸太材2の中間位置に押え用丸太材3を縦設配設固定した場合である。   In the present embodiment, a number of bolts 4A are insert-molded also in the middle vertical position of the flat front surface 1A of the earth wall 1 in the first embodiment, and are arranged horizontally and arranged in parallel in multiple stages. This is a case where the pressing log 3 is vertically arranged and fixed at the intermediate position of each processed log 2 so as to press the intermediate part of the processed log 2.

このように構成した本実施例によれば、加工丸太材2及び押え用丸太材3の平坦前面1Aへの固定強度が一層向上するので、製品の耐久寿命が長期化すると共に、この加工丸太材2,押え用丸太材3によるコンクリートブロックA(平坦前面1A)の補強作用も一層向上することになる。   According to the present embodiment configured as described above, the strength of fixing the processed log 2 and the pressing log 3 to the flat front surface 1A is further improved, so that the durable life of the product is prolonged and the processed log is further improved. 2. The reinforcing action of the concrete block A (flat front surface 1A) by the pressing log 3 is further improved.

尚、この図7では、本実施例の設置(施工)状態を示している。図中符号7はコンクリートブロックAを載置するための基礎である。   In addition, in this FIG. 7, the installation (construction) state of a present Example is shown. Reference numeral 7 in the figure is a foundation on which the concrete block A is placed.

本発明の具体的な実施例3について図8に基づいて説明する。   A specific third embodiment of the present invention will be described with reference to FIG.

本実施例は、前記実施例1に対して、多数並設する加工丸太材2の並設方向を異ならせた場合である。   The present embodiment is a case where the parallel arrangement direction of the processed log materials 2 arranged in parallel is different from that of the first embodiment.

具体的には、加工丸太材2が土留壁1の左右方向に縦設状態で並設配設する構成とし、押え用丸太材3は、この各加工丸太材2の長さ方向と直交する方向、即ち横設状態で配設固定した場合である。   Specifically, the processed log 2 is arranged in parallel in the vertical direction in the left-right direction of the retaining wall 1, and the pressing log 3 is orthogonal to the length direction of each processed log 2. That is, it is a case where it is arranged and fixed in a horizontal state.

本発明の具体的な実施例4について図9に基づいて説明する。   A fourth embodiment of the present invention will be described with reference to FIG.

本実施例は、前記実施例2において、加工用丸太材2の形状を異ならせた場合である。   The present embodiment is a case where the shape of the processing log 2 is different from that in the second embodiment.

具体的には、丸太材を断面半割(半円)形状とせずに、断面略正八角形状に加工し、このうちの一面を沿設平坦面2Aとし、この沿設平坦面2Aの反対側面を押さえ込み用平坦面2Bとし、この沿設平坦面2Aと押さえ込み用平坦面2Bの対向方向と直交する方向の対向二面を並設用平坦面2Cとした場合である。   Specifically, the log material is processed into a substantially regular octagonal cross section instead of a half-section (semicircle) in cross section, and one side of the log is set as a side flat surface 2A, and the side surface opposite to the side flat surface 2A. Is a flat surface 2B for pressing, and two opposing surfaces in a direction perpendicular to the opposing direction of the flat surface 2A and the pressing flat surface 2B are two flat surfaces 2C.

尚、本発明は、実施例1〜4に限られるものではなく、各構成要件の具体的構成は適宜設計し得るものである。   In addition, this invention is not restricted to Examples 1-4, The concrete structure of each component can be designed suitably.

実施例1(の完成状態)を示す斜視図である。It is a perspective view which shows Example 1 (the completion state). 実施例1の、コンクリートブロックの平坦前面の上下位置に加工丸太材を横設配設しようとする状態を示す説明斜視図である。It is a description perspective view which shows the state which is going to arrange | position a processing log material horizontally in the up-and-down position of the flat front surface of a concrete block of Example 1. FIG. 図2の状態から、平坦前面の上下位置に加工丸太材を配設し、平坦前面の左右位置に押え用丸太材を縦設配設しようとする状態を示す説明斜視図である。FIG. 3 is an explanatory perspective view showing a state in which processed logs are arranged at the upper and lower positions of the flat front surface and the presser logs are arranged vertically at the left and right positions of the flat front surface from the state of FIG. 2. 図3の状態から、平坦前面の左右位置に押え用丸太材を配設して固定(ナット止め)し、上下の加工丸太材間に上下多段に加工丸太材を挿入配設しようとする状態を示す説明斜視図である。From the state shown in FIG. 3, the pressing log is placed and fixed at the left and right positions on the flat front surface (fixed with nuts), and the processing log is inserted and arranged in multiple stages between the upper and lower processed logs. FIG. 実施例1の丸太固定構造の別例を示す説明分解側面図である。FIG. 6 is an explanatory exploded side view showing another example of the log fixing structure of the first embodiment. 実施例1の丸太固定構造の別例による完成状態を示す説明側面図である。It is explanatory side view which shows the completion state by another example of the log fixation structure of Example 1. FIG. 実施例2の設置(施工)状態を示す説明斜視図である。FIG. 6 is an explanatory perspective view showing an installation (construction) state of Example 2. 実施例3を示す斜視図である。10 is a perspective view showing Example 3. FIG. 実施例4を示す斜視図である。10 is a perspective view showing Example 4. FIG.

符号の説明Explanation of symbols

1 土留壁
1A 平坦加工面
2 加工丸太材
2A 沿設平坦面
2B 押え込み用平坦面
2C 並設用平坦面
3 押え用丸太材
3A 沿設平坦面
4 固定具
DESCRIPTION OF SYMBOLS 1 Earth retaining wall 1A Flat processing surface 2 Processing log 2A Side flat surface 2B Pressing flat surface 2C Side setting flat surface 3 Pressing log 3A Side flat surface 4 Fixing tool

Claims (3)

土留壁の平坦前面に丸太嵌合用凹部などを設けることなく、沿設平坦面が加工形成された多数の加工丸太材を、この沿設平坦面を土留壁の平坦前面に当接させてこの平坦前面の略全面を覆うように並設配設し、この多数並設配設した各加工丸太材の前側面に、この各加工丸太材の長さ方向と直交する方向に配設した加工丸太材と同構造の押え用丸太材の沿設平坦面を当接し、この押え用丸太材と前記加工丸太材とに固定具を貫通させてこの固定具により押え用丸太材と加工丸太材とを土留壁の平坦前面に固定し、前記加工丸太材には、この加工丸太材に形成された前記沿設平坦面の反対側に押え込み用平坦面を形成し、前記土留壁の平坦前面に多数並設配設した各加工丸太材の押え込み用平坦面に、この各加工丸太材の長さ方向と直交する方向に配設した前記押え用丸太材の前記沿設平坦面を面接当接する構成としたことを特徴とする土留用コンクリートブロック。 Without providing a concave part for log fitting on the flat front surface of the retaining wall, a large number of processed log materials with processed flat surfaces are brought into contact with the flat front surface of the retaining wall. Processed log materials arranged in parallel so as to cover substantially the entire front surface, and disposed in the direction orthogonal to the length direction of each processed log material on the front side of each processed log material arranged in parallel. The presser log with the same structure as above is abutted with the flat surface of the presser log, and a fastener is passed through the presser log and the processed log, and the presser log and processed log are retained by the retainer. A flat surface for pressing is formed on the processed log material on the opposite side of the installed flat surface, and a large number of the processed log materials are arranged in parallel on the flat front surface of the retaining wall. One that is perpendicular to the length direction of each processed log on the flat surface for pressing of each processed log Arranged with said沿設 earth retaining concrete blocks, characterized in that the flat surface was interviewed abutment constituting the presser log material. 前記加工丸太材には、前記沿設平坦面と略直交する方向に面方向を有する並設用平坦面を形成し、前記土留壁の平坦前面に多数並設配設した各加工丸太材は、この並設用平坦面同士を面接当接する構成としたことを特徴とする請求項1記載の土留用コンクリートブロック。 In the processed log material, a flat surface for juxtaposition having a surface direction in a direction substantially orthogonal to the side-by-side flat surface is formed, and each processed log material arranged in parallel on the flat front surface of the earth retaining wall, earth retaining concrete block according to claim 1 Symbol mounting characterized by being configured to interview abut the parallel設用flat faces. 前記土留壁の平坦前面に多数並設配設した前記各加工丸太材の少なくとも両端位置に存する加工丸太材の前側面に、この各加工丸太材の長さ方向と直交する方向に配設した前記押え用丸太材の前記沿設平坦面を当接し、この押え用丸太材と加工丸太材とに固定具を貫通させてこの固定具により押え用丸太材と加工丸太材とを土留壁の平坦前面に固定したことを特徴とする請求項1,2のいずれか1項に記載の土留用コンクリートブロック。 A plurality of the processed log members arranged in parallel on the flat front surface of the retaining wall are disposed on the front side of the processed log members at least at both end positions in the direction perpendicular to the length direction of the processed log members. The above-mentioned flat surface of the presser log is brought into contact, and a fastener is passed through the presser log and the processed log, and the presser log and the processed log are made flat by using this fixture. The concrete block for earth retaining according to any one of claims 1 and 2 , characterized by being fixed to.
JP2004317182A 2004-10-29 2004-10-29 Concrete block for earth retaining Expired - Lifetime JP4166748B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004317182A JP4166748B2 (en) 2004-10-29 2004-10-29 Concrete block for earth retaining

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004317182A JP4166748B2 (en) 2004-10-29 2004-10-29 Concrete block for earth retaining

Publications (2)

Publication Number Publication Date
JP2006125113A JP2006125113A (en) 2006-05-18
JP4166748B2 true JP4166748B2 (en) 2008-10-15

Family

ID=36720113

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2004317182A Expired - Lifetime JP4166748B2 (en) 2004-10-29 2004-10-29 Concrete block for earth retaining

Country Status (1)

Country Link
JP (1) JP4166748B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101114433B1 (en) * 2008-12-12 2012-02-24 이승준 L-shaped revetment block and revetment structure

Also Published As

Publication number Publication date
JP2006125113A (en) 2006-05-18

Similar Documents

Publication Publication Date Title
KR101983705B1 (en) Connecting member for structure or aseismic design
JP2015214881A (en) Beam connection device
JP4166748B2 (en) Concrete block for earth retaining
JP2016008490A (en) Connected structure
JP2025006118A (en) Lug screw bolt installation jig and installation method
JP2007054344A (en) Frame member, fastener, and structure using them
JP2007016537A (en) Roof repair method
JP6808196B2 (en) Connected structure
JP7092376B2 (en) Deck material fixing structure and fixing brackets used for this
JP3212129U (en) Remaining formwork with plate-like body
JP7038446B1 (en) Joint structure of wooden frame building
JPH11286950A (en) Retaining wall structure and construction method
JP1718181S (en) Reinforcing bar spacer
JP2018135745A (en) Connected structure
JP3771131B2 (en) Reinforcing apparatus and reinforcing method for concrete rod-like structure
JP2002013208A (en) Dovetail joint device
JP2001020390A (en) Connection structure, member and joint
JP2006233495A (en) Beam-column framework structure having continued beam
JP4490873B2 (en) Wall panel mounting structure
JP2992747B2 (en) Construction method of connecting body and wooden house connecting each member such as pillar, beam, base, etc.
JP3120003U (en) Metal plate with grooves used to join wooden pillars and beams to improve earthquake resistance
JP4676391B2 (en) Slope reinforcement method using wooden formwork
KR200417909Y1 (en) Exterior material extension structure of composite building material
JPS637025Y2 (en)
JP3110356U (en) Joining hardware for wood joints

Legal Events

Date Code Title Description
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20080213

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20080221

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20080418

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20080703

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20080730

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

Ref document number: 4166748

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110808

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110808

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120808

Year of fee payment: 4

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130808

Year of fee payment: 5

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term