JPH0654011B2 - Wall building blocks - Google Patents
Wall building blocksInfo
- Publication number
- JPH0654011B2 JPH0654011B2 JP32089991A JP32089991A JPH0654011B2 JP H0654011 B2 JPH0654011 B2 JP H0654011B2 JP 32089991 A JP32089991 A JP 32089991A JP 32089991 A JP32089991 A JP 32089991A JP H0654011 B2 JPH0654011 B2 JP H0654011B2
- Authority
- JP
- Japan
- Prior art keywords
- block
- joining
- wall
- convex portion
- blocks
- 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 - Fee Related
Links
- 238000004898 kneading Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 239000004570 mortar (masonry) Substances 0.000 description 4
- 239000002689 soil Substances 0.000 description 4
- 239000004575 stone Substances 0.000 description 3
- 241000251468 Actinopterygii Species 0.000 description 2
- 238000004891 communication Methods 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 2
- 230000037396 body weight Effects 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Retaining Walls (AREA)
- Revetment (AREA)
Description
【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 used by stacking it in a plurality of upper and lower stages to construct various wall bodies such as a retaining wall, a greening wall and a fish nest.
【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 against the backing material and keeps its position. To ensure the stability of the wall body, The point of action of the resultant force of body weight and earth pressure must be inside the wall front surface at any height, and the line obtained by connecting the points of action of the resultant force at each height, that is, the 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 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 power lines are projected from the rear surface of the wall except the top and the vicinity of the foundation. Therefore, if the back-filling layer or the back soil is loose, there is a risk that it will sink to the rear side. 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 is projected 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 a plurality of upper and lower stages, the front surfaces of the blocks in a plurality of upper and lower stages are Since the lines are aligned on an inclined straight line, and naturally the longitudinal centerline of the wall body is also an inclined 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. 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 line forming the joint end on the front side of the positioning ridges and on the front side of the positioning grooves. Since the ridges are provided, the upper block is obstructed by the joint end when the positioning protrusion is fitted into the positioning groove until the ridge line portion is in considerable contact, so that the lower block is inclined and rotated toward the front side. 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.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 as a matter of course, the longitudinal center line of the wall body is also an inclined straight line. It does not match the force line, which is a curved line 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 which is a curve concave toward the front side. 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 gradient 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、上下段ブロックの配置角度の調整範囲が比較
的広く、多様な壁体を一種類のブロックによって容易に
構築でき、更にまた、上下段ブロックの配置角度の大小
に関係なく、壁体の正面側を常に整然とした均一の形態
に形成する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 be able to stack accurately and easily so that the longitudinal centerline of a wall coincides with the force line of force or for the most part is close enough, and The adjustment range of the arrangement angle of the upper and lower blocks is relatively wide, various wall bodies can be easily constructed by one type of block, and the front side of the wall body is independent of the size of the arrangement angle of the upper and lower blocks. It is an object of the present invention to provide a block for constructing a wall body, which can always form an orderly and uniform shape.
【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、ブロック1の前面部分12を接合用
凸部3に連続した円弧面に形成する。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 an arc-shaped joining concave portion 2, and a joining convex portion 3 having an arc-shaped longitudinal cross section is provided on the other of the upper end surface and the lower end surface of the block 1 for joining the front surface portion 12 of the block 1. It is formed in an arc surface continuous with the convex portion 3.
【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全
部にわたって設ける。In a state in which the projections 3 for fitting are fitted in the recesses 2 for bonding and the blocks 1, 1 are stacked, the upper block 1 and the lower block 1 are centered around the concave parts 2 and the convex projections 3 for bonding. The concave portion 2 for joining and the convex portion 3 for joining are provided over the entire width in the front-rear direction so as to be able to rotate to the front side in the vertical plane.
【0017】[0017]
【作用】壁体を構築するときには、基礎コンクリート体
9の縦断面円弧形の凹部10に最下段のブロック1の接
合用凸部3が嵌め込まれ、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、最下段のブロック1が接合用凸部3を基礎コンクリ
ート体9の凹部9に摺接させた状態で鉛直面内において
前面側に傾斜回転させられる。When building a wall body, the joining convex portion 3 of the block 1 at the lowermost stage is fitted into the concave portion 10 of the basic concrete body 9 having an arcuate longitudinal section, and the center of the block 1 is the wall body to be constructed. The block 1 at the lowermost stage is slanted and rotated to the front side in the vertical plane in a state in which the joining convex portion 3 is slidably contacted with the concave portion 9 of the basic concrete body 9 so as to match the force line calculated in advance. .
【0018】次に、第2段のブロック1の接合用凸部3
が最下段のブロック1の接合用凹部2に嵌め込まれ、該
ブロック1の中心が前記示力線に合致に合致するよう
に、第2段のブロック1が接合用凸部3を最下段ブロッ
ク1の接合用凹部2に摺接させながら、鉛直面内で所要
角度だけ前面側に回転させられる。Next, the joining convex portion 3 of the block 1 of the second stage
Is fitted into the joining concave portion 2 of the lowermost block 1, and the second stage block 1 has the joining convex portion 3 so that the center of the block 1 coincides with the force line. While being slidably in contact with the joining concave portion 2 of the above, it is rotated to the front side by a required angle in the vertical plane.
【0019】以下、この積み上げと配置角度の調整を繰
返すことによって、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。By repeating this stacking and adjustment of the arrangement angle, a large number of blocks from the lowermost block to the uppermost block are sequentially stacked along the force line.
【0020】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。When the wall to be constructed is an earth retaining wall, the back of the piled blocks 1 and 1 is filled with backfill material such as backfilling stones and crushed gravel according to a conventional method, and Is backfilled and the required drainage pipe is installed.
【0021】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 kneading, a joint mortar is filled 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.
【0022】[0022]
【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.
【0023】図2に示した実施例のブロックは、前面部
分と下端面部分を同一の円弧面に形成した全体形状が立
方体ないし直方体のブロックであり、接合用凹部2を上
端面に設け、接合用凸部3を下端面に設けてある。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 shape or a rectangular parallelepiped shape in which the front surface portion and the lower end surface portion are formed in the same circular arc surface. A projecting portion 3 is provided on the lower end surface. 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 projection 3 is set to be shorter than the radius of curvature of the arcuate surface of the joining recess 2 by the thickness of the joint mortar.
【0024】接合用凹部2の後側には平坦面部1bが設
けられ、接合用凸部3の後側には平坦面部1dが設けら
れているが、これらの平坦面部は上段ブロック1が下段
ブロック1に対して鉛直面内で前面側に傾斜回転すると
きの障害物とはならない。A flat surface portion 1b is provided on the rear side of the joining concave portion 2 and a flat surface portion 1d is provided on the rear side of the joining convex portion 3. In these flat surface portions, the upper block 1 is the lower block. It does not become an obstacle when it tilts and rotates to the front side in the vertical plane with respect to 1.
【0025】図3に示した実施例では、ブロック1の全
体形状は上面部分の中央部を横長方向に開口した円筒体
であり、接合用凹部2は該開口部の縦断面円弧形の縁面
1eと1fによって構成され、接合用凸部3はブロック
1の下面部分それ自体よって構成され、前記縁面1e,
1fが含まれる円弧面の曲率半径はブロック1の全体の
半径と合致している。In the embodiment shown in FIG. 3, the overall shape of the block 1 is a cylindrical body having an opening in the center of the upper surface in a laterally long direction, and the recess 2 for joining has an edge of an arcuate section in vertical section. The surface 1e and 1f, the joining projection 3 is formed by the lower surface portion of the block 1 itself, and the edge surface 1e,
The radius of curvature of the arc surface including 1f matches the radius of the entire block 1.
【0026】本実施例では、ブロック1の前面部分12
に透孔15を設けてあり、透孔15は植生空間や水抜き
等に使用することができる。接合用凸部3の前後には過
剰回転の阻止用ストッパー16を突設することもでき
る。接合用凸部3の壁部には連通用開口8を設けてあ
る。In this embodiment, the front portion 12 of the block 1 is
A through hole 15 is provided in the through hole 15, and the through hole 15 can be used for a vegetation space, drainage and the like. A stopper 16 for preventing excessive rotation may be provided in front of and behind the joining convex portion 3. A communication opening 8 is provided in the wall portion of the joining convex portion 3.
【0027】図4に示した実施例では、ブロック1の全
体形状は上方中央部と左右一側面の中央部を球面状に切
開いた形の中空球体であり、接合用凹部2は該上方切開
部の球面状縁面1gによって構成され、接合用凸部3は
ブロック1の下方中央部分それ自体によって構成され、
球面状縁面1gの曲率半径はブロック1の全体の半径と
合致している。尚、練積の場合には、接合用凸部3の曲
率半径は、接合用凹部2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。In the embodiment shown in FIG. 4, the overall shape of the block 1 is a hollow sphere in which the upper central portion and the central portions of the left and right side surfaces are cut open into a spherical shape, and the recessed portion 2 for joining is the upper cut portion. Is formed by the spherical edge surface 1g, and the protrusion 3 for joining is formed by the lower central portion of the block 1 itself.
The radius of curvature of the spherical edge surface 1g matches the radius of the entire block 1. In the case of kneading, the radius of curvature of the joining convex portion 3 is shorter than the radius of curvature of the joining concave portion 2 by an amount corresponding to the thickness of the joint mortar.
【0028】また、前記側面切開部の球面状縁面1hの
曲率半径はブロック1の全体の半径と合致しており、こ
れには左右に隣接するブロック1の別の側面中央部が回
転可能に嵌合する。ブロック1には、植生空間や水抜き
等に使用できる透孔15を設けてある。尚、練積の場合
には、前記球面状縁面1hの曲率半径はブロック1の全
体の半径よりも合端モルタルの厚さ相当分だけ長くな
る。本実施例によれば、天然の玉石で構築したような壁
体が得られる。The radius of curvature of the spherical edge surface 1h of the side surface incision matches the radius of the entire block 1, and the central portion of the other side surface of the block 1 adjacent to the left and right is rotatable. Mating. The block 1 is provided with a through hole 15 that can be used for a vegetation space and drainage. In the case of kneading, the radius of curvature of the spherical edge surface 1h is longer than the entire radius of the block 1 by the thickness of the joint mortar. According to this example, a wall body constructed of natural cobblestone can be obtained.
【0029】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
相対変位を的確に知る目的でブロックの側面に角度目盛
等を付けて置くこともできる。In each of the embodiments, in order to more efficiently stack the blocks along the lines of force, it is possible to place angle scales or the like on the side surfaces of the blocks in order to accurately know the relative displacement between the blocks.
【0030】[0030]
【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.
The joining concave portion 2 and the joining convex portion 3 each having an arcuate longitudinal cross section are provided in the middle 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 substantially in 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 below by one step or two steps or more, the longitudinal centerline of the wall becomes the force line. The blocks can be stacked so that they match 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.
【0031】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 sufficient stability can be ensured. Therefore, only for ensuring the stability of the wall. 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.
【0032】また、本発明の壁体構築用ブロックでは、
前記のように接合用凹部2と接合用凸部3は前後方向の
幅員の全部にわたって設けられ、接合用凹部2と接合用
凸部3の前側には上段ブロック1の前面側への回転を阻
害する突起物が存在していないため、上下段ブロックの
配置角度の調整範囲が比較的広くなり、多様な壁体を一
種類のブロックによって容易に構築することができる。Further, in the wall body building block of the present invention,
As described above, the joining concave portion 2 and the joining convex portion 3 are provided over the entire width in the front-rear direction, and the front side of the joining concave portion 2 and the joining convex portion 3 impedes the rotation of the upper block 1 to the front side. Since there is no protrusion, the adjustment range of the arrangement angle of the upper and lower blocks becomes relatively wide, and various wall bodies can be easily constructed by one type of block.
【0033】更にまた、本発明の壁体構築用ブロックで
は、ブロック1の前面部分12を接合用凸部3に連続し
た円弧面に形成したので、上段ブロック1が下段ブロッ
ク1に対してどのような角度位置を占めても、下段ブロ
ック1の前面部分12と上段ブロック1の接合用凸部3
及び上段ブロック1の前面部分12とで形成される壁体
の正面側形態は、壁体のどの区域においても均一であ
り、整然とした壁面を的確に形成することができる。Furthermore, in the wall body building block of the present invention, since the front surface portion 12 of the block 1 is formed in an arcuate surface continuous with the joining convex portion 3, what is the upper block 1 relative to the lower block 1? Even if it occupies a different angular position, the front surface portion 12 of the lower block 1 and the joining projection 3 of the upper block 1
The front side form of the wall formed by the front portion 12 of the upper block 1 is uniform in any area of the wall, and an orderly wall surface can be accurately formed.
【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 types 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 a wall body building block 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 blocks for constructing a wall body according to still another embodiment of the present invention.
1 壁体構築用ブロック 2 接合用凹部 3 接合用凸部 8 連通用開口 9 基礎コンクリート体 10 凹部 12 ブロックの前面部分 15 正面側開口 16 ストッパー 1b 平坦面部 1d 平坦面部 1e 切開部の縁面 1f 切開部の縁面 1g 切開部の縁面 1h 切開部の縁面 DESCRIPTION OF SYMBOLS 1 Wall building block 2 Recessed portion for joining 3 Convex portion for joining 8 Opening for communication 9 Foundation concrete body 10 Recessed portion 12 Front part of block 15 Front opening 16 Stopper 1b Flat surface portion 1d Flat surface portion 1e Incision edge surface 1f Incision Edge surface of part 1g Edge surface of incision part 1h Edge surface of incision part
Claims (1)
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
向の幅員の全部にわたって設け、ブロック1の前面部分
12を接合用凸部3に連続した円弧面に形成した壁体構
築用ブロック。1. A joining recess 2 having an arcuate longitudinal cross section in one of the upper end surface and the lower end surface of a block 1 is provided, and a longitudinal cross section in the anteroposterior direction is formed on the other of the upper end surface and the lower end surface of the block 1. An arc-shaped joining convex portion 3 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 where the blocks 1 and 1 are stacked by fitting the A wall body building block in which a joining concave portion 2 and a joining convex portion 3 are provided over the entire width in the front-rear direction, and a front surface portion 12 of the block 1 is formed in an arc surface continuous with the joining convex portion 3.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP32089991A JPH0654011B2 (en) | 1991-11-08 | 1991-11-08 | Wall building blocks |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP32089991A JPH0654011B2 (en) | 1991-11-08 | 1991-11-08 | Wall building blocks |
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 (2)
| Publication Number | Publication Date |
|---|---|
| JPH055311A JPH055311A (en) | 1993-01-14 |
| JPH0654011B2 true JPH0654011B2 (en) | 1994-07-20 |
Family
ID=18126515
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP32089991A Expired - Fee Related JPH0654011B2 (en) | 1991-11-08 | 1991-11-08 | Wall building blocks |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0654011B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101010880B1 (en) | 2004-04-26 | 2011-01-25 | 미쓰비시 가가꾸 가부시키가이샤 | Blue composition, color filter and color image display for color filters |
-
1991
- 1991-11-08 JP JP32089991A patent/JPH0654011B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH055311A (en) | 1993-01-14 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| LAPS | Cancellation because of no payment of annual fees |