JPH0414527A - Formation of load on concrete block retaining wall - Google Patents
Formation of load on concrete block retaining wallInfo
- Publication number
- JPH0414527A JPH0414527A JP11647990A JP11647990A JPH0414527A JP H0414527 A JPH0414527 A JP H0414527A JP 11647990 A JP11647990 A JP 11647990A JP 11647990 A JP11647990 A JP 11647990A JP H0414527 A JPH0414527 A JP H0414527A
- Authority
- JP
- Japan
- Prior art keywords
- retaining wall
- walls
- wall
- concrete
- closing plate
- 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
Links
- 230000015572 biosynthetic process Effects 0.000 title claims description 3
- 238000000034 method Methods 0.000 claims abstract description 6
- 230000008878 coupling Effects 0.000 abstract description 4
- 238000010168 coupling process Methods 0.000 abstract description 4
- 238000005859 coupling reaction Methods 0.000 abstract description 4
- 238000010276 construction Methods 0.000 description 5
- 230000000903 blocking effect Effects 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000033764 rhythmic process Effects 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Retaining Walls (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、大型にして重いコンクリートブロック擁壁の
形成法に係るものである。DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to a method of forming a large and heavy concrete block retaining wall.
最近大型の擁壁ブロックか多用されるようになったが、
大型化すればする程強度が要求される。Recently, large retaining wall blocks have been frequently used,
The larger the size, the more strength is required.
そして強度を満たす為肉厚にすると必然的に非常に重く
なり、持ち運びや取り扱いが厄介となり、それだけ施工
が難しくなる。If the wall thickness is increased to meet the required strength, it will inevitably become very heavy, making it difficult to carry and handle, making construction that much more difficult.
本発明はこの点を解決したコンクリートブロック擁壁の
形成法を提供するものである。The present invention provides a method for forming a concrete block retaining wall that solves this problem.
添付図面を参照して本発明の詳細な説明する。 The present invention will now be described in detail with reference to the accompanying drawings.
複数個のコンクリートブロック体を並設したり、または
積み重ねたりして擁壁を形成するコンクリートブロック
擁壁であって、擁壁ブロック体aの前壁lに連設した左
右側壁2・3若しくは左右側壁2・3とその中間壁4の
後縁寄りの夫々の対向内面に嵌合溝2°・3′・4′を
縦設し、この擁壁ブロック体aを基礎5上に並置し、対
向する嵌合溝2゛・3°間若しくは嵌合溝2゛・4°と
嵌合溝3“・4°間に閉塞板6を嵌合し、前壁lと、左
右側壁2・3若しくは左右側壁2・3とその中間壁4と
閉塞板6とで構成された空隙7内にコンクリート8を打
設し、閉塞板6を外すか若しくはそのまま残して擁壁を
形成することを特徴とするコンクリートブロック擁壁の
荷重付加形成法に係るものである。A concrete block retaining wall in which a plurality of concrete block bodies are arranged side by side or stacked to form a retaining wall, and the left and right side walls 2 and 3 or the left and right side walls are connected to the front wall l of the retaining wall block body a. Fitting grooves 2°, 3', and 4' are vertically provided on the opposing inner surfaces of the side walls 2 and 3 and their intermediate walls 4 near the rear edges, and these retaining wall block bodies a are placed side by side on the foundation 5, and the Fit the closing plate 6 between the fitting grooves 2'' and 3° or between the fitting grooves 2'' and 4° and the fitting grooves 3'' and 4°, and Concrete 8 is poured into a gap 7 formed by side walls 2 and 3, an intermediate wall 4 therebetween, and a blocking plate 6, and the blocking plate 6 is removed or left as is to form a retaining wall. This relates to a load forming method for block retaining walls.
常法により基礎5を作り、その上に擁壁ブロック体aを
所定位置に並置する。A foundation 5 is made by a conventional method, and retaining wall block bodies a are placed on it at predetermined positions.
次に夫々対向する嵌合溝2゛・3°間、若しくは嵌合溝
2°・4°間と嵌合溝3°・4°間に閉塞板6を嵌合す
る。Next, the closing plate 6 is fitted between the fitting grooves 2° and 3°, or between the fitting grooves 2° and 4°, and between the fitting grooves 3° and 4°, respectively.
この閉塞板6の内側にコンクリート8を打設する。Concrete 8 is placed inside this closing plate 6.
図面の擁壁ブロック体aは、隣同志の側壁2・3を結合
する手段15としてボルト・ナツト方式を採用した場合
を図示している。The retaining wall block a in the drawing shows a case in which a bolt-and-nut system is adopted as the means 15 for connecting adjacent side walls 2 and 3.
また、閉塞板6に止着手段としては、突き当たり段部9
を設けて落下しないようにした場合を図示している。Further, as a means for fixing to the closing plate 6, the abutting step portion 9
The figure shows a case in which a device is provided to prevent it from falling.
図面の嵌合溝2°・3°・4°は複数本並設し、嵌合位
置を選択することにより空隙7の大きさを可変し、付加
重量も可変できるようにした場合を図示している。The drawing shows a case in which multiple fitting grooves 2°, 3°, and 4° are arranged in parallel, and by selecting the fitting position, the size of the gap 7 can be varied and the added weight can also be varied. There is.
第4,5図は左右側壁2・3及び中間壁4の夫々の後縁
下部に補強桟10を架設した場合を図示しているが、−
段積みの場合には底全部を閉塞して台板11を形成して
も良い。4 and 5 illustrate the case where reinforcing beams 10 are installed at the lower rear edges of the left and right side walls 2 and 3 and the intermediate wall 4, but -
In the case of stacking, the base plate 11 may be formed by closing the entire bottom.
施工に当たってはコンクリート打設後、閉塞板6を外し
、この外した側を正面にしても良い。During construction, the closing plate 6 may be removed after concrete pouring, and the removed side may be the front.
また、擁壁ブロック体aの正面の形状は正方形。Moreover, the front shape of the retaining wall block body a is square.
長方形など色々な形状のものや、平らなもの、凹凸部を
有するもの、模様を有するもの、側溝付のものなど色々
なものが採用される。Various shapes are used, such as rectangular and other shapes, flat ones, uneven ones, patterns, and ones with side grooves.
閉塞板6はコンパネ、型板など木製でも鉄製の丈夫なも
のであれば良い。The blocking plate 6 may be made of wood or strong iron, such as a control panel or template.
図中符号12は打設連結窓、13は前後ずり上用凹部、
14は水抜孔、14°はその半円凹部で、結合する手段
15を補助する。In the figure, reference numeral 12 is a pouring connection window, 13 is a recess for front and rear sliding up,
Reference numeral 14 indicates a drain hole, and 14° indicates a semicircular concave portion thereof, which assists the coupling means 15.
本発明は上述のように構成したから擁壁ブロック体aを
工場で生産し、施工現場に運び、所定位置に並置してか
ら擁壁ブロック体aの裏側を閉塞板で閉塞し、その内側
にコンクリートを打設するから出来上がりは非常に重い
擁壁ブロックが設置されることになる。Since the present invention is constructed as described above, the retaining wall block body a is produced in a factory, transported to the construction site, placed side by side at a predetermined position, and then the back side of the retaining wall block body a is closed with a closing plate, and the inner side of the retaining wall block body a is closed. Because concrete is poured, very heavy retaining wall blocks will be installed.
この際擁壁ブロック体aは大型であっても本来のブロッ
ク体の重量からあとで打設されるコンクリートの重量が
引かれた軽いブロック体となり、それだけ取り扱い易く
なり、施工に際してもぶつけたすせずに定位置に据え付
は易くなる。In this case, even if the retaining wall block a is large, it becomes a light block by subtracting the weight of the concrete that will be poured later from the original weight of the block, making it easier to handle and less likely to be bumped during construction. It is easier to install it in a fixed position.
一方重量を付加する方は単にコンクリートの注入作業で
良いから作業は極めて容易となる。On the other hand, adding weight can be done simply by pouring concrete, making the work extremely easy.
以上大型の擁壁を構築する際秀れた実用性を発揮するコ
ンクリート擁壁の形成法となる。This is a concrete retaining wall formation method that exhibits excellent practicality when constructing large retaining walls.
図面は本発明の一実施例を示すもので、第1図は正面方
向斜視図、第2図は同上背面方向斜視図、第3図は施工
状態の部を切欠ける側面図、第4゜5図は別例の斜視図
である。
319.擁壁ブロック体、l・・・前壁、2・3・・・
左右側壁、2°・3゛・4°・・・嵌合溝、4・・・中
間壁、5・・・基礎、6・・・閉塞板、7・・・空隙、
8・・・コンクリート。
平成2年5月2日
出願人 藤林コンクリート工業株式会社発明者
藤 林 寅 吉
代理人 吉 井 昭 栄
7/和
74’#
!
z
7り頻
/
7(し膿
JθThe drawings show one embodiment of the present invention, and FIG. 1 is a front perspective view, FIG. 2 is a rear perspective view of the same, FIG. 3 is a side view with a portion in the construction state cut away, and FIG. The figure is a perspective view of another example. 319. Retaining wall block body, l...front wall, 2, 3...
Left and right side walls, 2°, 3゛, 4°... fitting groove, 4... intermediate wall, 5... foundation, 6... closing plate, 7... void,
8...Concrete. May 2, 1990 Applicant Fujibayashi Concrete Industry Co., Ltd. Inventor
Fujibayashi Torakichi agent Yoshii Akie 7/Wa 74'#! z 7 rhythm/ 7 (shipus Jθ
Claims (1)
積み重ねたりして擁壁を形成するコンクリートブロック
擁壁であって、擁壁ブロック体の前壁に連設した左右側
壁若しくは左右側壁とその中間壁の後縁寄りの夫々の対
向内面に嵌合溝を縦設し、この擁壁ブロック体を基礎上
に並置し、対向する嵌合溝間若しくは嵌合溝と嵌合溝間
に閉塞板を嵌合し、前壁と、左右側壁若しくは左右側壁
とその中間壁と閉塞板とで構成された空隙内にコンクリ
ートを打設し、閉塞板を外すか若しくはそのまま残して
擁壁を形成することを特徴とするコンクリートブロック
擁壁の荷重付加形成法。A concrete block retaining wall in which a retaining wall is formed by arranging or stacking a plurality of concrete block bodies, and the left and right side walls connected to the front wall of the retaining wall block body or the left and right side walls and intermediate walls therebetween. A fitting groove is provided vertically on each opposing inner surface near the rear edge, these retaining wall block bodies are placed side by side on the foundation, and a closing plate is fitted between the opposing fitting grooves or between the fitting grooves. The retaining wall is formed by pouring concrete into the gap formed by the front wall, the left and right side walls, or the intermediate wall between them, and the closing plate, and removing the closing plate or leaving it as it is to form a retaining wall. Load-addition formation method for concrete block retaining walls.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11647990A JPH0414527A (en) | 1990-05-02 | 1990-05-02 | Formation of load on concrete block retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11647990A JPH0414527A (en) | 1990-05-02 | 1990-05-02 | Formation of load on concrete block retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0414527A true JPH0414527A (en) | 1992-01-20 |
Family
ID=14688129
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP11647990A Pending JPH0414527A (en) | 1990-05-02 | 1990-05-02 | Formation of load on concrete block retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0414527A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0627945U (en) * | 1992-09-07 | 1994-04-15 | インフラテック株式会社 | Concrete block for retaining wall construction |
| JPH0711660A (en) * | 1993-06-25 | 1995-01-13 | Tsutomu Kawanoguchi | Construction of building or structure and its constituent |
| JPH0813518A (en) * | 1994-04-26 | 1996-01-16 | Chiba Tokushu Concrete Kogyo Kk | Block stacking wall structure and wall block and foundation block used therefor |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5422904A (en) * | 1977-07-21 | 1979-02-21 | Kensetsu Kikaku Consultant Kk | Method of mortar masonry block construction |
| JPS6145453B2 (en) * | 1983-11-22 | 1986-10-08 | Matsushita Electric Ind Co Ltd |
-
1990
- 1990-05-02 JP JP11647990A patent/JPH0414527A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5422904A (en) * | 1977-07-21 | 1979-02-21 | Kensetsu Kikaku Consultant Kk | Method of mortar masonry block construction |
| JPS6145453B2 (en) * | 1983-11-22 | 1986-10-08 | Matsushita Electric Ind Co Ltd |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0627945U (en) * | 1992-09-07 | 1994-04-15 | インフラテック株式会社 | Concrete block for retaining wall construction |
| JPH0711660A (en) * | 1993-06-25 | 1995-01-13 | Tsutomu Kawanoguchi | Construction of building or structure and its constituent |
| JPH0813518A (en) * | 1994-04-26 | 1996-01-16 | Chiba Tokushu Concrete Kogyo Kk | Block stacking wall structure and wall block and foundation block used therefor |
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