JPH07229155A - Concrete block and construction method of concrete block - Google Patents
Concrete block and construction method of concrete blockInfo
- Publication number
- JPH07229155A JPH07229155A JP1963694A JP1963694A JPH07229155A JP H07229155 A JPH07229155 A JP H07229155A JP 1963694 A JP1963694 A JP 1963694A JP 1963694 A JP1963694 A JP 1963694A JP H07229155 A JPH07229155 A JP H07229155A
- Authority
- JP
- Japan
- Prior art keywords
- bottom plate
- concrete
- block
- block body
- divergent
- 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.)
- Granted
Links
Landscapes
- Retaining Walls (AREA)
- Sewage (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、擁壁,排水溝,排水ト
ンネルなどを作る時に使用する擁壁ブロック,排水溝ブ
ロック,柵渠溝ブロック,ボックスカルバートなどのコ
ンクリートブロック並びにコンクートブロックの施工法
に係るものである。FIELD OF THE INVENTION The present invention relates to a method of constructing a concrete block such as a retaining wall block, a drainage gutter block, a fence ditch block, a box culvert and a concrete block, which are used when making a retaining wall, a drainage gutter, a drainage tunnel and the like. It is related to.
【0002】[0002]
【従来の技術】従来、例えば擁壁ブロックを施工するに
当っては、この擁壁ブロックをトラッククレーン等で基
礎部となる基礎部上に降し、所定の引線位置に前後を合
わせて隣同志のブロック体を並べた上、擁壁板の左右側
端部同志を正しく突き合わせているが、基礎部が必ずし
も平らでないから夫々の擁壁板の左右側縁を正しく突き
合わせた上擁壁板の前面を面一に若しくは所定角度に屈
折させて並べることは極めて困難であった。2. Description of the Related Art Conventionally, for example, when constructing a retaining wall block, the retaining wall block is lowered onto a foundation portion which is a foundation portion by a truck crane or the like, and the front and rear are aligned with a predetermined drawing line position so that they are adjacent to each other. The right and left side edges of the retaining wall plates are correctly abutted on top of each other, but since the foundation is not always flat, the front side of the upper retaining wall plate in which the right and left side edges of each retaining wall plate are correctly abutted It has been extremely difficult to arrange the light beams so that they are flush with each other or are bent at a predetermined angle.
【0003】その為施工の都度擁壁ブロックをトラック
クレーン等で吊り上げ基礎部と台板との間に介在物を介
入し、押動して側縁を正しく突き合わせ且つ擁壁板の前
面が面一になるように是正しているが、大変厄介な作業
となり、それだけ作業能率を低下させる欠点があった。Therefore, the retaining wall block is lifted by a truck crane or the like every time construction is performed, an intervening material is interposed between the foundation and the base plate, and the side edges are correctly butted against each other and the front surface of the retaining wall plate is flush. However, there was a drawback that it became a very troublesome work and the work efficiency was reduced.
【0004】[0004]
【発明が解決しようとする課題】発明者は、かかる欠点
を解決するため、先願である特開平2−85422号を
開発し、クレーン等を使用することなく、支点突部によ
りブロック体を揺動させたりしてずり動させたりしてブ
ロック体を容易に所定位置に設置し、且つ姿勢保持ボル
トの昇降調節により正しい姿勢を保持せしめ、底板と基
礎部の間隙にコンクリートを詰入して基礎部上にブロッ
ク体を固定することを提案し、その後実際にテスト施工
を行った結果隣同志のブロック体の突き合わせ底板間に
コンクリート注入用の三角状の末広がり状空隙部を設け
ることによりコンクリート注入を容易にし、ブロック体
のカーブ施工も可能にし、底板の下面に凹条溝を設ける
ことにより強力な据付固定も可能にすることを確認し、
本発明を完成した。In order to solve such a drawback, the inventor has developed Japanese Patent Application Laid-Open No. 2-85222, which is a prior application, and swings a block body by a fulcrum protrusion without using a crane or the like. The block body can be easily set at a predetermined position by moving it or sliding it, and the correct posture can be maintained by adjusting the elevation of the posture holding bolt, and concrete is packed in the gap between the bottom plate and the foundation part to make the foundation. Proposal to fix the block body on the part, and then the actual test construction results showed that the concrete pouring was done by providing a triangular diverging space for pouring concrete between the butt bottom plates of the adjacent block bodies. It was confirmed that the block body can be easily curved, and that a strong groove can be installed and fixed by providing a groove on the bottom surface of the bottom plate.
The present invention has been completed.
【0005】[0005]
【課題を解決するための手段】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.
【0006】ブロック体1の底板7の下面7'の重心部
若しくは重心部付近に支点突部2を一個乃至数個下向き
に突設し、底板7の隅部に埋設したナット9に姿勢保持
ボルト10を螺着して姿勢保持ボルト10の下端を底板7下
面7'より昇降調節自在に突設し、底板7の前側幅より
も後側幅を僅かに幅狭くして隣同志のコンクリートブロ
ックの底板7・7間にコンクリート注入部と前側施工線
を少し屈折せしめる調節部を兼ねた末広がり状空隙部6
を形成し、この末広がり状空隙部6に連通する凹条溝8
を底板7の下面7'に凹設したことを特徴とするコンク
リートブロックに係るものである。[0006] One or several fulcrum projections 2 are provided downwardly on the lower surface 7'of the bottom plate 7 of the block body 1 at or near the center of gravity, and a nut 9 embedded in a corner of the bottom plate 7 is used to hold an attitude holding bolt. 10 is screwed and the lower end of the posture holding bolt 10 is projected from the lower surface 7'of the bottom plate 7 so as to be vertically adjustable. The rear width of the bottom plate 7 is slightly narrower than the front width of the adjacent concrete blocks. A divergent void 6 that doubles as a concrete injection part and a control part that slightly bends the front side construction line between the bottom plates 7 and 7.
And a groove 8 which forms a groove and communicates with the divergent void 6
The present invention relates to a concrete block characterized in that the bottom surface 7 ′ of the bottom plate 7 is recessed.
【0007】また、底板7の中央部付近にコンクリート
ミルク若しくはセメントミルク16の注入度を確認するの
ぞき孔11を設けたことを特徴とする請求項1記載のコン
クリートブロックに係るものである。Further, the present invention relates to the concrete block according to claim 1, wherein a peep hole 11 for confirming the injection degree of the concrete milk or the cement milk 16 is provided in the vicinity of the central portion of the bottom plate 7.
【0008】また、末広がり状空隙部6を形成する左右
のブロック体1の底板7の側縁部7"にコンクリート注
入用切欠部14を設けたことを特徴とする請求項1記載の
コンクリートブロックに係るものである。The concrete block according to claim 1, characterized in that a concrete pouring notch (14) is provided at a side edge (7 ") of the bottom plate (7) of the left and right block bodies (1) forming the divergent voids (6). It is related.
【0009】また、表面を滑動面に形成した支承板5を
基礎部3上面に設け、この支承板5上にブロック体1の
底板7の重心部付近に下向きに突設した支点突部2の下
端を当接せしめ、ブロック体1の端部に垂設した姿勢保
持ボルト10により据付調整を行い乍らブロック体1を正
しい姿勢に保持し、左右に連設したブロック体1・1の
底板7・7間に設けた末広がり状空隙部6の広狭度合を
加減してブロック体1の直線敷設とカーブ敷設を行い、
且つ末広がり状空隙部6よりコンクリートミルク若しく
はセメントミルク16を底板7と基礎部3との間隙12に詰
入し、底板7に穿設したのぞき孔11より充満状態に詰入
されたことを確認してブロック体1を基礎部3に固定す
ることを特徴とするコンクリートの施工法に係るもので
ある。A bearing plate 5 having a sliding surface is provided on the upper surface of the base portion 3, and a fulcrum protrusion 2 is provided on the bearing plate 5 and projects downward near the center of gravity of the bottom plate 7 of the block body 1. The bottom plate 7 of the block bodies 1 and 1 connected to the left and right is held by bringing the lower ends into contact with each other and holding the block body 1 in the correct posture by adjusting the installation with the posture holding bolts 10 suspended from the ends of the block body 1.・ The block body 1 is laid straight and curved by adjusting the degree of narrowness of the divergent space 6 provided between the blocks 7.
Moreover, concrete milk or cement milk 16 is filled into the gap 12 between the bottom plate 7 and the base portion 3 from the divergent space 6, and it is confirmed that the filling is completed from the peep hole 11 formed in the bottom plate 7. The present invention relates to a concrete construction method characterized in that the block body 1 is fixed to the foundation portion 3.
【0010】[0010]
【作用】擁壁ブロックの実施例について説明すると、ト
ラッククレーン等によりブロック体1を基礎部3上に擁
壁板4の左右側端部4'を正しく突き合わせできるよう
に、また前後の位置を所定位置に合わせて吊下する。The operation of the retaining wall block will be described. The front and rear positions of the block body 1 are predetermined so that the left and right end portions 4'of the retaining wall plate 4 can be correctly abutted on the foundation portion 3 by a truck crane or the like. Suspend according to the position.
【0011】この際、所定の位置よりわずかにずれてい
る場合は、底板7の下面7'に突設した支点突部2が支
点となってブロック体1は基礎部3上に少し浮き上がっ
た状態で、且つ表面が滑動面に形成された支承板5上に
載置されているから基礎部3上に底板7の下面7'がぴ
ったりと載置されている場合よりも揺り動かしたり、ず
り動かすことが容易に行なわれる。At this time, when the block body 1 is slightly displaced from the predetermined position, the block body 1 is slightly raised above the base portion 3 with the fulcrum protrusion 2 provided on the lower surface 7'of the bottom plate 7 as a fulcrum. And, since it is placed on the support plate 5 whose surface is formed as a sliding surface, the lower surface 7'of the bottom plate 7 is shaken or slid more than when it is placed exactly on the base part 3. Is easily done.
【0012】従って、常に正しい位置及び正しい状態に
是正することが簡易に行い得ることになる。Therefore, it is easy to always correct the correct position and correct state.
【0013】例えば、隣同志のブロック体1を側縁間に
形成した末広がり状空隙部6を少し狭めて施工するとブ
ロック体1は末広がり状空隙部6を狭めた分だけ少し屈
曲することになり、これを隣へ隣へと繰り返すとカーブ
状にブロック体1を並べて施工することができる。For example, if the divergent vacant spaces 6 formed between the side edges of the adjacent block bodies 1 are slightly narrowed, the block bodies 1 are bent slightly by the amount of the divergent vacant spaces 6 narrowed. When this is repeated from side to side, the block bodies 1 can be arranged side by side in a curved shape.
【0014】この状態で隅部例えば四隅部に埋設したナ
ット9に螺着した四本の姿勢保持ボルト10を螺入して下
端を基礎部3上に当接せしめるとその正しい姿勢が保持
されるから基礎部3と底板7の下面7'との間隙12に末
広がり状空隙部6よりコンクリートを詰入してブロック
体1を基礎部3上に固定する。In this state, when the four posture holding bolts 10 screwed into the nuts 9 embedded in the corners, for example, the four corners are screwed in and the lower end is brought into contact with the base portion 3, the correct posture is maintained. Then, the block body 1 is fixed onto the base portion 3 by filling the gap 12 between the base portion 3 and the lower surface 7 ′ of the bottom plate 7 with concrete from the divergent void portion 6.
【0015】この際、末広がり状空隙部6に連通する底
板7の下面7'の凹条溝8内にもコンクリートが流入
し、硬化するとブロック体1を基礎部3上にずり動不能
に確固に固定する。At this time, concrete also flows into the concave groove 8 on the lower surface 7'of the bottom plate 7 which communicates with the divergent space 6, and when it hardens, the block body 1 is firmly fixed to the base portion 3 so that it cannot move. Fix it.
【0016】また、底板7の中央部付近に穿設したのぞ
き孔11より注入したコンクリートミルク若しくはセメン
トミルク16が充満したことが確認できるから、空洞部を
作ることなく十分に注入することができる。Further, since it can be confirmed that the concrete milk or cement milk 16 injected through the peep hole 11 formed near the central portion of the bottom plate 7 is filled, it can be sufficiently injected without forming a cavity.
【0017】また、末広がり状空隙部6の側縁部に設け
たコンクリート注入用切欠部14を利用すると注入作業が
行い易くなる。If the concrete pouring notch 14 provided on the side edge portion of the divergent space 6 is used, the pouring work is facilitated.
【0018】[0018]
【実施例】図面は本発明の好適な実施例を示すもので、
ブロック体1の底板7の下面7'の重心部若しくは重心
部付近に支点突部2を一個乃至数個下向きに突設し、底
板7の隅部に埋設したナット9に姿勢保持ボルト10を螺
着して姿勢保持ボルト10の下端を底板7下面7'より昇
降調節自在に突設し、底板7の前側幅よりも後側幅を僅
かに幅狭くして隣同志のコンクリートブロックの底板7
・7間にコンクリート注入部と前側施工線を少し屈折せ
しめる調節部を兼ねた末広がり状空隙部6を形成し、こ
の末広がり状空隙部6に連通する凹条溝8を底板7の下
面7'に凹設したことを特徴とするコンクリートブロッ
クに係るものである。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT The drawings show a preferred embodiment of the present invention.
One or several fulcrum protrusions 2 are projected downward at or near the center of gravity of the lower surface 7'of the bottom plate 7 of the block body 1, and the posture holding bolt 10 is screwed onto the nut 9 embedded in the corner of the bottom plate 7. The bottom of the bottom plate 7 is mounted on the bottom plate 7'of the bottom plate 7 so that the lower end of the bottom plate 7 can be adjusted up and down, and the rear width of the bottom plate 7 is slightly narrower than the front width of the bottom plate 7.
Forming a splayed void 6 that doubles as a concrete injection part and an adjustment part that slightly bends the front side construction line between 7 and a recessed groove 8 communicating with this splayed void 6 on the lower surface 7 ′ of the bottom plate 7. The present invention relates to a concrete block characterized by being recessed.
【0019】また、底板7の中央部付近にコンクリート
ミルク若しくはセメントミルク16の注入度を確認するの
ぞき孔11を設けたことを特徴とする請求項1記載のコン
クリートブロックに係るものである。Further, the present invention relates to the concrete block according to claim 1, characterized in that a peep hole 11 for confirming the injection degree of the concrete milk or the cement milk 16 is provided near the central portion of the bottom plate 7.
【0020】また、末広がり状空隙部6を形成する左右
のブロック体1の底板7の側縁部7"にコンクリート注
入用切欠部14を設けたことを特徴とする請求項1記載の
コンクリートブロックに係るものである。The concrete block according to claim 1, characterized in that a concrete injection notch (14) is provided on the side edge (7 ") of the bottom plate (7) of the left and right block bodies (1) forming the divergent voids (6). It is related.
【0021】また、表面を滑動面に形成した支承板5を
基礎部3上面に設け、この支承板5上にブロック体1の
底板7の重心部付近に下向きに突設した支点突部2の下
端を当接せしめ、ブロック体1の端部に垂設した姿勢保
持ボルト10により据付調整を行い乍らブロック体1を正
しい姿勢に保持し、左右に連設したブロック体1・1の
底板7・7間に設けた末広がり状空隙部6の広狭度合を
加減してブロック体1の直線敷設とカーブ敷設を行い、
且つ末広がり状空隙部6よりコンクリートミルク若しく
はセメントミルク16を底板7と基礎部3との間隙12に詰
入し、底板7に穿設したのぞき孔11より充満状態に詰入
されたことを確認してブロック体1を基礎部3に固定す
ることを特徴とするコンクリートの施工法に係るもので
ある。A bearing plate 5 having a sliding surface is provided on the upper surface of the base portion 3, and a fulcrum protrusion 2 is provided on the bearing plate 5 and projects downward near the center of gravity of the bottom plate 7 of the block body 1. The bottom plate 7 of the block bodies 1 and 1 connected to the left and right is held by bringing the lower ends into contact with each other and holding the block body 1 in the correct posture by adjusting the installation with the posture holding bolts 10 suspended from the ends of the block body 1.・ The block body 1 is laid straight and curved by adjusting the degree of narrowness of the divergent space 6 provided between the blocks 7.
Moreover, concrete milk or cement milk 16 is filled into the gap 12 between the bottom plate 7 and the base portion 3 from the divergent space 6, and it is confirmed that the filling is completed from the peep hole 11 formed in the bottom plate 7. The present invention relates to a concrete construction method characterized in that the block body 1 is fixed to the foundation portion 3.
【0022】支点突部2は特に硬度を確保できるコンク
リートモルタルを使用して成型するか、若しくは滑動を
良好にするため金属体を突設して支点突部2を形成して
も良い。図面は支点突部2の下端に滑動板15を付設した
場合を図示しているもので、滑動板15と支承板5とによ
り一層ずり動を良好にした実施例を図示している。The fulcrum projection 2 may be formed by using concrete mortar which can ensure hardness, or the fulcrum projection 2 may be formed by projecting a metal body for better sliding. The drawing shows a case where a sliding plate 15 is attached to the lower end of the fulcrum projection 2, and an embodiment in which the sliding plate 15 and the support plate 5 allow better sliding movement is shown.
【0023】基礎部3は基礎石部3'をコンクリートで
固め、その上に捨コンクリート層3"を打設して形成す
るが、この捨コンクリート層3"に凹凸があってもモル
タルミルク若しくはセメントミルク16を末広がり状空隙
部6より注入れば前記前記凹凸は支障にならない。The foundation portion 3 is formed by solidifying the foundation stone portion 3'with concrete and placing a waste concrete layer 3 "thereon. Even if the waste concrete layer 3" has irregularities, mortar milk or cement milk is used. If 16 is injected from the divergent space 6, the above-mentioned unevenness will not be a problem.
【0024】末広がり状空隙部6よりコンクリートミル
ク若しくはセメントミルク16を注入した場合前後に遮閉
板17を当て止めして置くから底板7と基礎部3との間隙
12に充満させることができる。この際図示した実施例は
より間隙12内へのセメントミルク16などの流入が良好と
なるように凹条溝8をタテ・ヨコに複数本設け、硬化後
は突条13内に硬化した突条13がブロック体1のずり動を
防止する役目を果たすことになる。When concrete milk or cement milk 16 is injected from the divergent space 6, the gap between the bottom plate 7 and the foundation part 3 is placed because the shielding plates 17 are put in front and behind.
Can be charged to 12. At this time, in the embodiment shown in the figure, a plurality of concave groove 8 is provided on the vertical and horizontal sides so that the cement milk 16 and the like can flow into the gap 12 better, and after hardening, the hardened ridge 13 is formed in the ridge 13. 13 serves to prevent the block body 1 from sliding.
【0025】のぞき孔11を大きくすると、のぞき孔11か
らコンクリートミルク若しくはセメントミルク16を注入
することも可能となる。When the peephole 11 is made large, it becomes possible to inject concrete milk or cement milk 16 through the peephole 11.
【0026】コンクリート注入用切欠部14を半円状に形
成すると、注入作業が容易に行われる。If the notch 14 for concrete injection is formed in a semicircular shape, the injection work can be performed easily.
【0027】また、姿勢保持ボルト10の下端並びに支点
突部2の下端に金属板のような表面を滑動面に形成した
支承板5をライナープレートとして置くとずり動調整が
良好となる。図面において、符号18は補強壁、19は隣同
志のブロック体1の連結部である。Further, if a bearing plate 5 having a sliding surface such as a metal plate is placed as a liner plate on the lower end of the posture holding bolt 10 and the lower end of the fulcrum projection 2, the adjustment of the shearing motion becomes good. In the drawings, reference numeral 18 is a reinforcing wall, and 19 is a connecting portion between adjacent block bodies 1.
【0028】[0028]
【発明の効果】本発明は、上述の様に底板の重心部に垂
設した支点突部は表面を滑動面した支承板上に支承され
るから揺動やずり動が容易となり、且つ末広がり状空隙
部の間隙を調整することにより前側をカーブ状に湾曲施
工することも可能となり、姿勢保持ボルトにより正しい
姿勢を維持せしめ乍らコンクリート注入を末広がり状空
隙部を介して行うから注入容易にして凹条溝によりコン
クリート注入を良好にし、且つ硬化後は基礎部上にずり
動不能に確固に据付することができるなど実用性に秀れ
たコンクリートブロック並びにコンクリートブロックの
施工法となる。As described above, according to the present invention, since the fulcrum protrusions hung on the center of gravity of the bottom plate are supported on the supporting plate having the sliding surface, the swinging and the shearing motion are facilitated and the divergent shape is obtained. By adjusting the gap of the void, it is also possible to bend the front side into a curved shape, and by maintaining the correct posture with the posture holding bolt, concrete injection is performed through the divergent void and it becomes easier to inject. It is a concrete block and a concrete block construction method that are excellent in practicability, such that the concrete groove can be injected well and, after hardening, can be firmly installed on the foundation without slipping.
【図1】ブロック体の側面図である。FIG. 1 is a side view of a block body.
【図2】ブロック体の平面図である。FIG. 2 is a plan view of a block body.
【図3】ブロック体の底面図である。FIG. 3 is a bottom view of the block body.
1 ブロック体 2 支点突部 3 基礎部 5 支承板 6 末広がり状空隙部 7 底板 7' 下面 7" 側縁部 8 凹条溝 9 ナット 10 姿勢保持ボルト 11 のぞき孔 12 間隙 14 コンクリート注入用切欠部 16 セメントミルク 1 block body 2 fulcrum protrusion 3 foundation 5 support plate 6 end widened void 7 bottom plate 7'bottom surface 7 "side edge 8 concave groove 9 nut 10 posture holding bolt 11 peep hole 12 gap 14 concrete injection notch 16 Cement milk
Claims (4)
は重心部付近に支点突部を一個乃至数個下向きに突設
し、底板の隅部に埋設したナットに姿勢保持ボルトを螺
着して姿勢保持ボルトの下端を底板下面より昇降調節自
在に突設し、底板の前側幅よりも後側幅を僅かに幅狭く
して隣同志のコンクリートブロックの底板間にコンクリ
ート注入部と前側施工線を少し屈折せしめる調節部を兼
ねた末広がり状空隙部を形成し、この末広がり状空隙部
に連通する凹条溝を底板の下面に凹設したことを特徴と
するコンクリートブロック。Claims: 1. One or several fulcrum protrusions are projected downward at or near the center of gravity of the lower surface of the bottom plate of the block body, and an attitude holding bolt is screwed to a nut embedded in a corner of the bottom plate. The lower end of the posture holding bolt is projected from the lower surface of the bottom plate so that it can be adjusted up and down, and the rear width is made slightly narrower than the front width of the bottom plate so that the concrete injection part and the front construction line are between the bottom plates of adjacent concrete blocks. A concrete block characterized in that a divergent void is formed also as an adjusting part for slightly refracting, and a groove groove communicating with the divergent void is provided on the lower surface of the bottom plate.
若しくはセメントミルクの注入度を確認するのぞき孔を
設けたことを特徴とする請求項1記載のコンクリートブ
ロック。2. The concrete block according to claim 1, wherein a peep hole for confirming the injection degree of concrete milk or cement milk is provided near the central portion of the bottom plate.
ック体の底板の側縁部にコンクリート注入用切欠部を設
けたことを特徴とする請求項1記載のコンクリートブロ
ック。3. The concrete block according to claim 1, wherein cutouts for concrete injection are provided on the side edges of the bottom plates of the left and right block bodies forming the divergent voids.
上面に設け、この支承板上にブロック体の底板の重心部
付近に下向きに突設した支点突部の下端を当接せしめ、
ブロック体の端部に垂設した姿勢保持ボルトにより据付
調整を行い乍らブロック体を正しい姿勢に保持し、左右
に連設したブロック体の底板間に設けた末広がり状空隙
部の広狭度合を加減してブロック体の直線敷設とカーブ
敷設を行い、且つ末広がり状空隙部よりコンクリートミ
ルク若しくはセメントミルクを底板と基礎部との間隙に
詰入し、底板に穿設したのぞき孔より充満状態に詰入さ
れたことを確認してブロック体を基礎部に固定すること
を特徴とするコンクリートの施工法。4. A support plate whose surface is formed as a sliding surface is provided on the upper surface of the base part, and the lower end of a fulcrum projection projecting downwardly near the center of gravity of the bottom plate of the block is brought into contact with the support plate,
Adjusting the installation with the posture holding bolts that hang vertically from the end of the block body, hold the block body in the correct posture, and adjust the degree of narrowness of the divergent voids provided between the bottom plates of the block bodies that are connected to the left and right. Then, the block body is laid straight and curved, and concrete milk or cement milk is packed into the gap between the bottom plate and the foundation part from the divergent space, and filled from the peep hole formed in the bottom plate. A concrete construction method characterized in that after confirming that it has been fixed, the block body is fixed to the foundation part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1963694A JP2981815B2 (en) | 1994-02-16 | 1994-02-16 | Construction method of concrete block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1963694A JP2981815B2 (en) | 1994-02-16 | 1994-02-16 | Construction method of concrete block |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH07229155A true JPH07229155A (en) | 1995-08-29 |
| JP2981815B2 JP2981815B2 (en) | 1999-11-22 |
Family
ID=12004708
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1963694A Expired - Lifetime JP2981815B2 (en) | 1994-02-16 | 1994-02-16 | Construction method of concrete block |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2981815B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001311170A (en) * | 2000-04-28 | 2001-11-09 | Fujibayashi Concrete Kogyo Kk | Installation method of concrete block |
| CN102337907A (en) * | 2011-09-13 | 2012-02-01 | 中铁第四勘察设计院集团有限公司 | Construction method for intermediate prefabricated culvert of shield tunnel |
-
1994
- 1994-02-16 JP JP1963694A patent/JP2981815B2/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001311170A (en) * | 2000-04-28 | 2001-11-09 | Fujibayashi Concrete Kogyo Kk | Installation method of concrete block |
| CN102337907A (en) * | 2011-09-13 | 2012-02-01 | 中铁第四勘察设计院集团有限公司 | Construction method for intermediate prefabricated culvert of shield tunnel |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2981815B2 (en) | 1999-11-22 |
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