JPH055310A - Wall building block - Google Patents

Wall building block

Info

Publication number
JPH055310A
JPH055310A JP32089891A JP32089891A JPH055310A JP H055310 A JPH055310 A JP H055310A JP 32089891 A JP32089891 A JP 32089891A JP 32089891 A JP32089891 A JP 32089891A JP H055310 A JPH055310 A JP H055310A
Authority
JP
Japan
Prior art keywords
joining
flat surface
block
surface portion
convex portion
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.)
Pending
Application number
JP32089891A
Other languages
Japanese (ja)
Inventor
Hiroyoshi Iizuka
弘芳 飯塚
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Chiba Tokushu Concrete Kogyo Kk
Original Assignee
Chiba Tokushu Concrete Kogyo Kk
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 Chiba Tokushu Concrete Kogyo Kk filed Critical Chiba Tokushu Concrete Kogyo Kk
Priority to JP32089891A priority Critical patent/JPH055310A/en
Publication of JPH055310A publication Critical patent/JPH055310A/en
Pending legal-status Critical Current

Links

Landscapes

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

Abstract

(57)【要約】 【目的】 壁体の縦方向中心線が示力線と合致するか大
部分が十分近接するように的確かつ容易に積上げること
ができ、また、積み上げ作業と配置角度の調整作業を能
率良く行なうことができる壁体構築用ブロックを提供す
る。 【構成】 ブロック1,1を積み上げた状態において、
接合用凹部2と接合用凸部3を中心として上段ブロック
1が下段ブロック1に対して鉛直面内で前面側に回転し
得るように、前後方向の縦断面が円弧面の接合用凹部2
と接合用凸部3を前後方向の幅員の中間部に設けると共
に、接合用凹部2の後側の平坦面部1bと接合用凸部3
の後側の平坦面部1dが相当接したとき、接合用凹部2
の前側の平坦面部1aと接合用凸部3の前側の平坦面部
1cとの間に遊び間隔が生じるように各平坦面部の配置
角度を設定する。
(57) [Summary] [Purpose] It can be stacked accurately and easily so that the vertical centerline of the wall matches the force line or most of them are close enough. (EN) Provided is a wall building block that can efficiently perform an adjustment work. [Configuration] With blocks 1 and 1 stacked,
In order to allow the upper block 1 to rotate frontward in the vertical plane with respect to the lower block 1 around the joining concave portion 2 and the joining convex portion 3, the joining concave portion 2 having a circular cross section in the front-rear direction.
And the joining convex portion 3 are provided in the middle portion of the width in the front-rear direction, and the flat surface portion 1b on the rear side of the joining concave portion 2 and the joining convex portion 3 are provided.
When the flat surface portion 1d on the rear side is in substantial contact, the recessed portion 2 for joining
The arrangement angle of each flat surface portion is set so that there is a play gap between the front flat surface portion 1a of the above and the front flat surface portion 1c of the joining convex portion 3.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、土留壁や緑化壁、魚巣
等の各種壁体を構築するため上下複数段に積上げて使用
されるブロックに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a block which is stacked and used in a plurality of upper and lower stages to construct various types of wall bodies such as retaining walls, greening walls and fish nests.

【0002】[0002]

【従来の技術】土留壁として広く用いられて来た石積擁
壁では、組積材が互いに裏込材と迫り合ってその位置を
保つものであり、壁体の安定を確保するには、壁体の重
量と土圧との合力の作用点が、任意の高さで壁前面より
内側に入っている必要があり、各高さにおける前記合力
の作用点を結んで得られる線即ち示力線の形は、図1に
示したようにA,B,Cの3種類に分類される。
2. Description of the Related Art In a masonry retaining wall that has been widely used as a retaining wall, the masonry material presses the backing material against each other to maintain its position. The point of action of the resultant force of body weight and earth pressure must be inside the wall front surface at an arbitrary height, and a line obtained by connecting the points of action of the resultant force at each height, that is, a force line. The shapes are classified into three types, A, B, and C, as shown in FIG.

【0003】Aの類型では、示力線が天端から基礎に至
るまで壁体断面幅中央1/3 (ミドルサード)内に入って
いるので、最も安定した壁体となり、特に壁体の中心を
示力線に合せたときには、安定性及び審美性の両面から
最も理想的な壁体が構築される。
In the type A, the line of force is located within the center 1/3 (middle third) of the cross section of the wall from the top to the foundation, so that it is the most stable wall, especially the center of the wall. Is aligned with the line of force, the most ideal wall is constructed from both aspects of stability and aesthetics.

【0004】Bの類型では、示力線が天端と基礎付近を
除いて壁体後面より突出しているので、裏込め層や背面
土が緩んでいれば、後側に陥没する恐れがあり、十分な
突固めが必要となる。
In the type B, the lines of force of force are projected from the rear surface of the wall except for the top end and the vicinity of the foundation. Sufficient compaction is required.

【0005】Cの類型では、示力線の下方部分が壁体前
面から突出しているため、壁体のはらみ出し、崩壊の恐
れがあり、擁壁の控え長を長く設定するか擁壁の勾配を
緩く設定する必要がある。
In the type C, since the lower part of the force line protrudes from the front surface of the wall, there is a risk of the wall protruding and collapsing. Therefore, the retaining length of the retaining wall should be set longer or the inclination of the retaining wall should be increased. Need to be set loosely.

【0006】間知石や割石、玉石等に代る組積材として
提供されている従来のコンクリート製ブロックでは、積
上げ時に接合されるブロックの上面と下面は一般的に平
坦面に形成されている。
In a conventional concrete block provided as a masonry material that replaces Machichi stone, rubble stone, cobblestone, etc., the upper and lower surfaces of the blocks joined at the time of stacking are generally formed into flat surfaces. ..

【0007】そのため、上面が傾斜した基礎コンクリー
トに下段ブロックを載せ、該下段ブロックの上面に上段
ブロックの下面を接合してブロックを上下複数段に積上
げたときには、上下複数段のブロックの各前面は傾斜し
た一直線上に整列することになり、当然のことながら壁
体の縦方向中心線も傾斜直線となるので、前面側に凹に
なった曲線である示力線とは合致しないことになる。
Therefore, when the lower block is placed on the foundation concrete whose upper surface is inclined, and the lower surface of the upper block is joined to the upper surface of the lower block to stack the blocks in upper and lower stages, the front faces of the upper and lower blocks are Since the lines are aligned on a slanting straight line, and naturally the longitudinal centerline of the wall body is also a slanting straight line, it does not coincide with the force line that is a curve concave to the front side.

【0008】実開昭58−69044号公報に記載され
た谷積み用間知ブロックでは、本体部の一方の対向側面
に位置決め突条を形成し、他方の対向側面には積み上げ
時に該位置決め突条が嵌合される位置決め溝を形成し、
位置決め突条と位置決め溝の前後方向の縦断面を円弧形
にしている。
In the valley stacking block disclosed in Japanese Utility Model Laid-Open No. 58-69044, a positioning ridge is formed on one of the opposing side surfaces of the main body, and the other locating ridge is formed on the other opposing side surface of the main body during stacking. To form a positioning groove into which
The longitudinal section of the positioning ridge and the positioning groove in the front-rear direction has an arc shape.

【0009】しかしながら、この間知ブロックでは、位
置決め突条と位置決め溝をブロックの上下接合端面の中
間部に限定して設けると共に、位置決め突条の前側と位
置決め溝の前側に合端部を形成する稜線部を設けている
ので、該稜線部が相当接する段階まで位置決め突条が位
置決め溝に嵌め込まれたときには、上段ブロックは該合
端部に邪魔されるため、下段ブロックに対して前面側に
傾斜回転することは、全く不可能である。
However, in this knowledge block, the positioning ridges and the positioning grooves are provided only at the intermediate portions of the upper and lower joining end faces of the block, and the ridge lines forming the joints on the front side of the positioning ridges and the front side of the positioning grooves. Since the ridges are provided, the upper block is obstructed by the joint end when the positioning ridge is fitted into the positioning groove to the point where the ridge line portion is in considerable contact, and therefore the upper block is inclined and rotated toward the front side with respect to the lower block. It is completely impossible to do.

【0010】このように位置決め突条と位置決め溝は、
隣接ブロック間の合端部の位置決めを行なって、ブロッ
ク相互の位置ずれを防止するために設けられたに過ぎな
いものであり、位置決め突条と位置決め溝は、ブロック
の積み上げ後に上段ブロックを下段ブロックに対して鉛
直面内で前面側に回転させることを意図して形成された
ものではない。
Thus, the positioning ridge and the positioning groove are
It is provided only to prevent the misalignment of the blocks by positioning the joints between adjacent blocks, and the positioning ridges and the positioning grooves make the upper blocks lower blocks after the blocks are stacked. On the other hand, it is not intended to be rotated to the front side in the vertical plane.

【0011】したがって、この間知ブロックにおいて
も、上下複数段のブロックの各前面は傾斜した一直線上
に整列することになり、当然のことながら壁体の縦方向
中心線も傾斜直線となるので、前面側に凹になった曲線
である示力線とは合致しないことになる。
Therefore, also in this intelligent block, the front surfaces of the blocks in the upper and lower stages are aligned on an inclined straight line, and naturally, the longitudinal center line of the wall body is also an inclined straight line. It does not match the force line, which is a curve that is concave to the side.

【0012】このように従来の石積み壁体やブロック積
み壁体では、壁体の縦方向中心線を前面側に凹になった
曲線である示力線に合致させることができないので、壁
体の安定性確保のために壁体の勾配を緩く設定し、壁体
の最大許容高さも比較的低く設定している。
As described above, in the conventional masonry wall body or block masonry wall body, the longitudinal centerline of the wall body cannot be matched with the force line that is a curve concave to the front side, and thus the wall body The slope of the wall is set gently to ensure stability, and the maximum allowable height of the wall is set relatively low.

【0013】しかしながら、壁体の勾配を緩く設定する
と、天端に続く地面又は基礎に続く地面において壁体構
築に占有される面積が増大してしまうので、土地の有効
利用上問題がある。
However, if the slope of the wall is set to be gentle, the area occupied by the wall construction on the ground following the top or the ground following the foundation will increase, which poses a problem in effective use of land.

【0014】[0014]

【発明が解決しようとする課題】従って本発明の目的
は、壁体の縦方向中心線が示力線と合致するか大部分が
十分近接するように的確かつ容易に積上げることがで
き、また、十分安定な手掛かりが存在するため、積み上
げ作業と配置角度の調整作業を能率良く行なうことがで
きる壁体構築用ブロックを提供することである。
SUMMARY OF THE INVENTION It is, therefore, an object of the present invention to stack the walls properly and easily so that the longitudinal centerline of the wall coincides with the force line of force, or most of them are sufficiently close to each other. It is an object of the present invention to provide a block for constructing a wall body that can efficiently perform the stacking work and the work for adjusting the arrangement angle because there are sufficiently stable clues.

【0015】[0015]

【課題を解決するための手段】以下、添付図面中の参照
符号を用いて説明すると、本発明の壁体構築用ブロック
1では、ブロック1の上端面と下端面の一方に前後方向
の縦断面が円弧形の接合用凹部2を設け、ブロック1の
上端面と下端面の他方に前後方向の縦断面が円弧形の接
合用凸部3を設ける。
A wall body building block 1 of the present invention will be described below with reference to the reference numerals in the accompanying drawings. One of the upper end surface and the lower end surface of the block 1 is a longitudinal cross section in the front-rear direction. Is provided with a circular arc-shaped joining concave portion 2, and the block 1 is provided with a joining convex portion 3 having a circular longitudinal cross section on the other of the upper end surface and the lower end surface.

【0016】接合用凹部2に接合用凸部3を嵌め込んで
ブロック1,1を積み上げた状態において、接合用凹部
2と接合用凸部3を中心として上段ブロック1が下段ブ
ロック1に対して鉛直面内で前面側に回転し得るよう
に、接合用凹部2と接合用凸部3を前後方向の幅員の中
間部に設ける。
In a state where the protrusions 3 for joining are fitted in the recesses 2 for joining and the blocks 1, 1 are piled up, the upper block 1 and the lower block 1 are centered on the concave recess 2 and the convex protrusion 3 for bonding. The concave portion 2 for joining and the convex portion 3 for joining are provided in the middle portion of the width in the front-rear direction so as to be able to rotate to the front side in the vertical plane.

【0017】また、前面側への回転を可能にするため
に、接合用凹部2の後側の平坦面部1bと接合用凸部3
の後側の平坦面部1dが相当接したとき、接合用凹部2
の前側の平坦面部1aと接合用凸部3の前側の平坦面部
1cとの間に遊び間隔が生じるように各平坦面部の配置
角度を設定する。
Further, in order to enable rotation to the front side, the flat surface portion 1b on the rear side of the concave portion 2 for joining and the convex portion 3 for joining are joined.
When the flat surface portion 1d on the rear side is in substantial contact, the recessed portion 2 for joining
The arrangement angle of each flat surface portion is set so that there is a play gap between the front flat surface portion 1a of the above and the front flat surface portion 1c of the joining convex portion 3.

【0018】[0018]

【作用】壁体を構築するときには、下段ブロック1の接
合用凹部2に上段ブロックの接合用凸部3を嵌め込んで
ブロック1,1を積み上げる。一段積み上げた後、上段
ブロック1の中心が構築対象の壁体について予め算定さ
れた示力線に合致するように、上段ブロック1の接合用
凸部3を下段ブロック1の接合用凹部2に摺接させなが
ら、上段ブロックを下段ブロックの接合用凹部2を中心
にして鉛直面内で所要角度だけ前面側に回転させる。
When the wall is constructed, the blocks 1 and 1 are stacked by fitting the projections 3 for joining of the upper block into the recesses 2 for joining of the lower block 1. After stacking one stage, slide the joining convex portion 3 of the upper block 1 onto the joining concave portion 2 of the lower block 1 so that the center of the upper block 1 coincides with the force line calculated in advance for the wall body to be constructed. While being in contact with each other, the upper block is rotated to the front side by a required angle in the vertical plane about the joining recess 2 of the lower block.

【0019】この前面側への回転角度の最大許容限度
は、接合用凹部2の後側の平坦面部1bと接合用凸部3
の後側の平坦面部1dが相当接したとき、接合用凹部2
の前側の平坦面部1aと接合用凸部3の前側の平坦面部
1cとの間に生じる遊び間隔によって決定される。
The maximum permissible limit of the rotation angle to the front side is that the flat surface portion 1b on the rear side of the concave portion for joining 2 and the convex portion for joining 3
When the flat surface portion 1d on the rear side is in substantial contact, the recessed portion 2 for joining
It is determined by the play gap that occurs between the front flat surface portion 1a and the front flat surface portion 1c of the joining convex portion 3.

【0020】以下、積み上げと配置角度の調整を繰返す
ことによって、基礎コンクリート体に嵌め込まれた最下
段のブロックから最上段のブロックまで多数段のブロッ
クが、示力線に沿うように順次に積上げられる。
Thereafter, by repeating the stacking and the adjustment of the arrangement angle, a large number of blocks from the lowermost block to the uppermost block fitted in the concrete foundation are sequentially stacked along the force lines. ..

【0021】構築対象の壁体が土留め擁壁である場合に
は、積上げられたブロック1,1の背後には常法に従っ
て裏込め栗石や目潰し砂利などの裏込材が充填され、背
面土が埋め戻され、所要の水抜き管が配設される。
If the wall to be constructed is a soil retaining wall, the back of the piled blocks 1 and 1 is filled with backfill material such as backfilling rubble and crushed gravel according to a conventional method, and Is backfilled and the required drainage pipe is installed.

【0022】練積の場合には、常法に従って下段ブロッ
ク1の接合用凹部2と上段ブロック1の接合用凸部3間
等に合端モルタルが充填され、ブロック積み壁体の背後
に裏込めコンクリートが打設され、背面土が埋め戻さ
れ、所要の水抜き管が配設される。
In the case of the kneading, the joint mortar is filled in a space between the joining concave portion 2 of the lower block 1 and the joining convex portion 3 of the upper block 1 according to a conventional method, and backfilling is carried out behind the block stacking wall body. Concrete is poured, the back soil is backfilled, and the required drainage pipes are installed.

【0023】[0023]

【実施例】本発明のブロックは、本体部分の形状構造を
適宜変更することによって、土留擁壁や緑化擁壁、土留
兼緑化擁壁、人工魚巣等といったように地面又は水中に
構築される各種の壁体に適用される。また、接合用凹部
や接合用凸部の曲率半径と形成位置もまた適宜変更され
る。
EXAMPLE A block of the present invention is constructed on the ground or underwater such as a soil retaining wall, a green retaining wall, a soil retaining and retaining wall, an artificial fish nest, etc. by appropriately changing the shape structure of the main body. It is applied to various kinds of walls. Further, the radius of curvature and the forming position of the joining concave portion or the joining convex portion are also appropriately changed.

【0024】図2に示した実施例のブロックは、全体形
状が立方体ないし直方体のブロックであり、接合用凹部
2を上端面の中央部に設け、接合用凸部3を下端面の中
央部に設けてある。接合用凹部2と接合用凸部3の各円
弧面の曲率半径は合致している。尚、練積の場合には、
接合用凸部3の円弧面の曲率半径は、接合用凹部2の円
弧面の曲率半径よりも合端モルタルの厚さ相当分だけ短
く設定される。
The block of the embodiment shown in FIG. 2 is a block having a cubic or rectangular parallelepiped shape as a whole, and a recess 2 for joining is provided in the central portion of the upper end surface, and a convex portion 3 for joining is provided in the central portion of the lower end surface. It is provided. The radius of curvature of each arc surface of the joining concave portion 2 and the joining convex portion 3 is the same. In the case of kneading,
The radius of curvature of the arcuate surface of the joining convex portion 3 is set shorter than the radius of curvature of the arcuate surface of the joining concave portion 2 by the amount corresponding to the thickness of the joint mortar.

【0025】接合用凹部2より前側の平坦面部1aは後
側の平坦面部1bより下った傾斜面に形成され、接合用
凸部3より前側の平坦部1cは後側の平坦面部1dより
上った下向きの傾斜面に形成されており、これらによっ
て上段ブロック1と下段ブロック1間には壁体の前面側
に傾斜回転する余裕間隔が与えられ、示力線に沿った配
置角度の調整が可能となる。
The flat surface portion 1a on the front side of the joining concave portion 2 is formed as an inclined surface lower than the rear flat surface portion 1b, and the flat portion 1c on the front side of the joining convex portion 3 is higher than the rear flat surface portion 1d. It is formed on the downward inclined surface, and by these, there is an allowance interval between the upper block 1 and the lower block 1 for tilt rotation on the front side of the wall body, and it is possible to adjust the arrangement angle along the force line. Becomes

【0026】図3に示した実施例のブロックは、全体形
状が立方体ないし直方体のブロックであり、前面壁に魚
類の出入り用開口を設け、左右側面壁に連通用開口を設
けてある。接合用凹部2はブロック1の上端面の中央部
に設けられ、接合用凸部3は下端面の中央部に設けら
れ、両者の曲率半径は合致している。
The block of the embodiment shown in FIG. 3 is a block having a cubic shape or a rectangular parallelepiped shape as a whole, and has openings for entering and leaving fish in the front wall and openings for communication in the left and right side walls. The joining concave portion 2 is provided in the central portion of the upper end surface of the block 1, and the joining convex portion 3 is provided in the central portion of the lower end surface, and the radii of curvature of both are matched.

【0027】接合用凹部2の前側の平坦面部1aと後側
の平坦面部1bは同一平面に形成されているが、接合用
凸部3より前側の平坦面部1cは後側の平坦面部1dよ
り上った上向きの傾斜面に形成されており、これによっ
て上下段のブロック1,1には壁体の前面側に傾斜回転
する遊び間隔が与えられ、示力線に沿った配置角度の調
整が可能となる。
Although the front flat surface portion 1a and the rear flat surface portion 1b of the joining concave portion 2 are formed on the same plane, the front flat surface portion 1c of the joining convex portion 3 is above the rear flat surface portion 1d. The upper and lower blocks 1, 1 are provided with a play space that allows the blocks 1 and 2 in the upper and lower stages to be inclined and rotated on the front side of the wall body, and the arrangement angle can be adjusted along the force line. Becomes

【0028】本実施例では、配置角度の調整終了後に、
上下段ブロック1,1の前記平坦面部1aと平坦面部1
cの間、平坦面部1bと平坦面部1dの間に楔形ストッ
パー14が挿入して固定される。
In this embodiment, after the adjustment of the arrangement angle is completed,
The flat surface portion 1a and the flat surface portion 1 of the upper and lower blocks 1 and 1
During c, the wedge-shaped stopper 14 is inserted and fixed between the flat surface portion 1b and the flat surface portion 1d.

【0029】図4に示した実施例のブロックは、全体形
状が立方体ないし直方体のブロックであり、接合用凹部
2はブロック1の上端面に前端寄りに偏位させて設けら
れ、接合用凸部3はブロック1の下端面に前端寄りに偏
位させて設けられている。両者の曲率半径は合致してい
る。
The block of the embodiment shown in FIG. 4 is a block having a cubic or rectangular parallelepiped shape as a whole, and the concave portion 2 for joining is provided on the upper end surface of the block 1 so as to be offset toward the front end, and the convex portion for joining is formed. The block 3 is provided on the lower end surface of the block 1 so as to be offset toward the front end. Both radii of curvature match.

【0030】接合用凹部2の前側の平坦面部1aと後側
の平坦面部1bは同一平面に形成されているが、接合用
凸部3より前側の平坦面部1cは後側の平坦面部1dよ
り上った上向きの傾斜面に形成されており、これによっ
て上下段のブロック1,1には壁体の前面側に傾斜回転
する遊び間隔が与えられ、示力線に沿った配置角度の調
整が可能となる。本実施例では、配置角度の調整終了後
に、上下段ブロック1,1の前記平坦面部1bと平坦面
部1dの間に楔形ストッパー14が挿入固定される。
The front flat surface portion 1a and the rear flat surface portion 1b of the joining concave portion 2 are formed on the same plane, but the front flat surface portion 1c of the joining convex portion 3 is higher than the rear flat surface portion 1d. The upper and lower blocks 1, 1 are provided with a play space that allows the blocks 1 and 2 in the upper and lower stages to be inclined and rotated on the front side of the wall body, and the arrangement angle can be adjusted along the force line. Becomes In this embodiment, a wedge-shaped stopper 14 is inserted and fixed between the flat surface portions 1b and 1d of the upper and lower blocks 1, 1 after the adjustment of the arrangement angle is completed.

【0031】図5に示した実施例のブロックは、全体形
状が立方体ないし直方体のブロックであり、接合用凹部
2はブロック1の上端面の中央部に設けられ、接合用凸
部3はブロック1の下端面の中央部に設けられている。
両者の曲率半径は合致している。尚、練積の場合には、
接合用凸部3の円弧面の曲率半径は、接合用凹部2の円
弧面の曲率半径よりも合端モルタルの厚さ相当分だけ短
くなる。
The block of the embodiment shown in FIG. 5 is a block having a cubic shape or a rectangular parallelepiped shape as a whole, the concave portion 2 for joining is provided in the central portion of the upper end surface of the block 1, and the convex portion 3 for joining is the block 1. Is provided at the center of the lower end surface of the.
Both radii of curvature match. In the case of kneading,
The radius of curvature of the arcuate surface of the joining projection 3 is shorter than the radius of curvature of the arcuate surface of the joining recess 2 by an amount corresponding to the thickness of the joint mortar.

【0032】接合用凹部2の前側の平坦面部1aと後側
の平坦面部1bは同一平面に形成されているが、接合等
凸部3より前側の平坦面部1cと後側の平坦面部1dは
共に上向きの傾斜面に形成されており、これによって上
下段のブロック1,1には壁体の前面側に傾斜回転する
遊び間隔が与えられ、示力線に沿った配置角度の調整が
可能となる。本実施例では、配置角度の調整終了後に、
上下段ブロック1,1の前記平坦面部1aと平坦面部1
cの間及び平坦面部1bと平坦面部1dの間に楔形スト
ッパー14が挿入固定される。楔形ストッパー14は、
横振れしないように該平坦面部に設けた受溝に嵌挿され
ている。
Although the front flat surface portion 1a and the rear flat surface portion 1b of the joining concave portion 2 are formed on the same plane, the flat surface portion 1c on the front side and the rear flat surface portion 1d on the joining convex portion 3 are both formed. It is formed on the upward inclined surface, and thereby the blocks 1, 1 in the upper and lower stages are provided with a play space for inclining rotation toward the front surface side of the wall body, so that the arrangement angle along the force line can be adjusted. .. In this embodiment, after the adjustment of the arrangement angle is completed,
The flat surface portion 1a and the flat surface portion 1 of the upper and lower blocks 1 and 1
The wedge-shaped stoppers 14 are inserted and fixed between c and between the flat surface portion 1b and the flat surface portion 1d. The wedge-shaped stopper 14
It is fitted in a receiving groove provided in the flat surface portion so as not to shake laterally.

【0033】各実施例において、示力線に沿ったブロッ
クの積み上げを更に能率良く行なうため、ブロック間の
角度変位を的確に知る目的でブロックの側面に角度目盛
等を付して置くこともできる。
In each of the embodiments, the blocks can be piled up more efficiently along the force lines, so that the side faces of the blocks can be provided with an angle scale or the like for the purpose of accurately knowing the angular displacement between the blocks. ..

【0034】[0034]

【発明の効果】以上のように本発明の壁体構築用ブロッ
クでは、ブロック1,1を積み上げた後、接合用凹部2
と接合用凸部3を中心として下段ブロック1が下段ブロ
ック1に対して鉛直面内で前面側に回転し得るように、
前後方向の縦断面が円弧形の接合用凹部2と接合用凸部
3を、ブロック1の前後方向の幅員の中間部に設けると
共に、接合用凹部2の後側の平坦面部1bと接合用凸部
3の後側の平坦面部1dが相当接したとき、接合用凹部
2の前側の平坦面部1aと接合用凸部3の前側の平坦面
部1cとの間に遊び間隔が生じるように各平坦面部の配
置角度を設定したので、上段ブロック1の前面を1段又
は2段以上下方にある下段ブロック1の前面に対して傾
斜配置させることによって、壁体の縦方向中心線が示力
線と合致するか十分近接するようにブロックを積み上げ
ることができ、安定性と審美性のいずれにも優れた壁体
を的確かつ容易に構築することができる。
As described above, in the wall body building block of the present invention, after the blocks 1 and 1 are stacked, the joining recess 2 is formed.
And so that the lower block 1 can rotate to the front side within the vertical plane with respect to the lower block 1 about the joining convex portion 3.
A joining concave portion 2 and a joining convex portion 3 each having an arcuate longitudinal cross section are provided in an intermediate portion of the width of the block 1 in the front-rear direction, and are joined to the flat surface portion 1b on the rear side of the joining concave portion 2. When the flat surface portion 1d on the rear side of the convex portion 3 is in considerable contact with each other, a play gap is created between the flat surface portion 1a on the front side of the concave portion 2 for joining and the flat surface portion 1c on the front side of the convex portion 3 for joining. Since the arrangement angle of the surface portion is set, by arranging the front surface of the upper block 1 with respect to the front surface of the lower block 1 that is one step or two or more steps downward, the longitudinal centerline of the wall becomes the force line. The blocks can be stacked so that they match each other or are sufficiently close to each other, and a wall body that is excellent in both stability and aesthetics can be accurately and easily constructed.

【0035】このように壁体の縦方向中心線を実質的に
示力線と合致させるのが容易であり、これによって十分
な安定性を確保できるので、壁体の安定性確保だけの理
由から壁体の勾配を緩く設定する必要がなくなり、天端
に続く地面や基礎に続く地面の有効利用面積を増大させ
ることができ、また、より高い壁体の構築も可能であ
る。
As described above, it is easy to substantially match the longitudinal centerline of the wall with the force line, and thereby sufficient stability can be ensured. Therefore, the stability of the wall is only ensured. It is not necessary to set the slope of the wall gently, the effective use area of the ground following the top and the ground following the foundation can be increased, and a higher wall can be constructed.

【0036】更にまた、本発明の壁体構築用ブロックで
は、ブロック1の下端面には接合用凸部3の前側に平坦
面部1cが設けられ、接合用凸部3の後側に平坦面部1
dが設けられているため、これら平坦面部1c,1dを
手掛かりとして利用することによって、ブロック1の積
み上げ作業を安全性を確保しながら能率良く行なうこと
ができる。
Furthermore, in the wall body building block of the present invention, a flat surface portion 1c is provided on the lower end surface of the block 1 on the front side of the joining convex portion 3 and on the rear side of the joining convex portion 3.
Since the d is provided, by using these flat surface portions 1c and 1d as clues, the work of stacking the blocks 1 can be efficiently performed while ensuring safety.

【0037】また、ブロック1の上端面には接合用凹部
2の前側に平坦面部1aが設けられ、接合用凹部2の後
側に平坦面部1bが設けられているため、これら平坦面
部1c,1dを手掛かりとして利用することによって、
ブロック1の配置角度の調整作業を正確かつ能率良く行
なうことができる。
Further, since the flat surface portion 1a is provided on the upper end surface of the block 1 on the front side of the joining concave portion 2 and the flat surface portion 1b is provided on the rear side of the joining concave portion 2, these flat surface portions 1c, 1d. By using as a clue,
The work of adjusting the arrangement angle of the block 1 can be performed accurately and efficiently.

【図面の簡単な説明】[Brief description of drawings]

【図1】擁壁に作用する示力線の類型を示す説明図であ
る。
FIG. 1 is an explanatory diagram showing a type of force lines acting on a retaining wall.

【図2】本発明の一実施例に係る壁体構築用ブロックの
積み上げ状態を示す縦断面図である。
FIG. 2 is a vertical cross-sectional view showing a stacked state of wall body building blocks according to an embodiment of the present invention.

【図3】本発明の別の実施例に係る壁体構築用ブロック
の積み上げ状態を示す縦断面図である。
FIG. 3 is a vertical cross-sectional view showing a stacked state of wall body building blocks according to another embodiment of the present invention.

【図4】本発明の更に別の実施例に係る壁体構築用ブロ
ックの積み上げ状態を示す縦断面図である。
FIG. 4 is a vertical cross-sectional view showing a stacked state of a wall body building block according to still another embodiment of the present invention.

【図5】本発明の他の実施例に係る壁体構築用ブロック
の積み上げ状態を示す縦断面図である。
FIG. 5 is a vertical cross-sectional view showing a stacked state of a wall body building block according to another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 壁体構築用ブロック 2 接合用凹部 3 接合用凸部 14 楔形ストッパー 1a 平坦面部 1b 平坦面部 1c 平坦面部 1d 平坦面部 DESCRIPTION OF SYMBOLS 1 Wall building block 2 Joining concave portion 3 Joining convex portion 14 Wedge-shaped stopper 1a Flat surface portion 1b Flat surface portion 1c Flat surface portion 1d Flat surface portion

Claims (1)

【特許請求の範囲】 【請求項1】 ブロック1の上端面と下端面の一方に前
後方向の縦断面が円弧形の接合用凹部2を設け、ブロッ
ク1の上端面と下端面の他方に前後方向の縦断面が円弧
形の接合用凸部3を設け、接合用凹部2に接合用凸部3
を嵌め込んでブロック1,1を積み上げた状態におい
て、接合用凹部2と接合用凸部3を中心として上段ブロ
ック1が下段ブロック1に対して鉛直面内で前面側に回
転し得るように、接合用凹部2と接合用凸部3を前後方
向の幅員の中間部に設けると共に、接合用凹部2の後側
の平坦面部1bと接合用凸部3の後側の平坦面部1dが
相当接したとき、接合用凹部2の前側の平坦面部1aと
接合用凸部3の前側の平坦面部1cとの間に遊び間隔が
生じるように各平坦面部の配置角度を設定した壁体構築
用ブロック。
Claim: What is claimed is: 1. A joint recess 2 having an arcuate longitudinal cross section is provided on one of the upper end surface and the lower end surface of the block 1, and the other of the upper end surface and the lower end surface of the block 1 is formed. A joining convex portion 3 having an arcuate longitudinal cross section is provided, and the joining convex portion 3 is provided in the joining concave portion 2.
So that the upper block 1 can be rotated in the vertical plane with respect to the lower block 1 with respect to the lower block 1 in the state in which the blocks 1 and 1 are stacked and the blocks 1 and 1 are stacked. The concave portion for joining 2 and the convex portion for joining 3 are provided in the middle portion of the width in the front-rear direction, and the flat surface portion 1b on the rear side of the concave portion for joining 2 and the flat surface portion 1d on the rear side of the convex portion for joining 3 are in substantial contact with each other. At this time, the wall building block in which the arrangement angle of each flat surface portion is set so that there is a play gap between the front flat surface portion 1a of the joining concave portion 2 and the front flat surface portion 1c of the joining convex portion 3.
JP32089891A 1991-11-08 1991-11-08 Wall building block Pending JPH055310A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP32089891A JPH055310A (en) 1991-11-08 1991-11-08 Wall building block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP32089891A JPH055310A (en) 1991-11-08 1991-11-08 Wall building block

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP61239995A Division JP2596733B2 (en) 1986-10-08 1986-10-08 Block for wall construction

Publications (1)

Publication Number Publication Date
JPH055310A true JPH055310A (en) 1993-01-14

Family

ID=18126504

Family Applications (1)

Application Number Title Priority Date Filing Date
JP32089891A Pending JPH055310A (en) 1991-11-08 1991-11-08 Wall building block

Country Status (1)

Country Link
JP (1) JPH055310A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0754360A (en) * 1993-08-17 1995-02-28 Chiba Tokushu Concrete Kogyo Kk Wall construction block and wall construction method
US6565469B1 (en) 1999-06-18 2003-05-20 Honda Giken Kogyo Kabushiki Kaisha Belt for continuously variable transmission
KR100693843B1 (en) * 2006-07-31 2007-03-29 주식회사 세광 Earth and sand decay prevention block and structure
US9409787B2 (en) 2011-06-27 2016-08-09 Mitsubishi Plastics, Inc. Transition-metal-containing zeolite
JP2018193785A (en) * 2017-05-18 2018-12-06 株式会社早野組 Block and retaining wall

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56161619A (en) * 1980-05-16 1981-12-12 Toshiba Corp Oil-immersed transformer

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56161619A (en) * 1980-05-16 1981-12-12 Toshiba Corp Oil-immersed transformer

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0754360A (en) * 1993-08-17 1995-02-28 Chiba Tokushu Concrete Kogyo Kk Wall construction block and wall construction method
US6565469B1 (en) 1999-06-18 2003-05-20 Honda Giken Kogyo Kabushiki Kaisha Belt for continuously variable transmission
KR100693843B1 (en) * 2006-07-31 2007-03-29 주식회사 세광 Earth and sand decay prevention block and structure
US9409787B2 (en) 2011-06-27 2016-08-09 Mitsubishi Plastics, Inc. Transition-metal-containing zeolite
US9517942B2 (en) 2011-06-27 2016-12-13 Mitsubishi Plastics, Inc. Transition-metal-containing zeolite
JP2018193785A (en) * 2017-05-18 2018-12-06 株式会社早野組 Block and retaining wall

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