JPH0742381U - Large retaining wall block - Google Patents
Large retaining wall blockInfo
- Publication number
- JPH0742381U JPH0742381U JP7048393U JP7048393U JPH0742381U JP H0742381 U JPH0742381 U JP H0742381U JP 7048393 U JP7048393 U JP 7048393U JP 7048393 U JP7048393 U JP 7048393U JP H0742381 U JPH0742381 U JP H0742381U
- Authority
- JP
- Japan
- Prior art keywords
- retaining wall
- wall block
- base plate
- block
- large retaining
- 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
Abstract
(57)【要約】
【目的】 土台支承面5に対しずり動することなく確固
に止着される大型擁壁ブロックを提供すること。
【構成】 台板1の前部に擁壁2を立設した大型の擁壁
ブロックaにおいて、前記台板1にコンクリート注入孔
3を設け、且つ台板1の下面に擁壁2の裏側方向から受
ける土圧により擁壁ブロックaが前側にずり動すること
を防止する係止構造を設けたことを特徴とする大型擁壁
ブロック。
(57) [Summary] [Purpose] To provide a large retaining wall block that is firmly fixed to the base support surface 5 without sliding. [Structure] In a large retaining wall block a in which a retaining wall 2 is erected on a front portion of a base plate 1, a concrete pouring hole 3 is provided in the base plate 1, and a lower surface of the base plate 1 is directed to a rear side of the retaining wall 2. A large retaining wall block provided with a retaining structure for preventing the retaining wall block a from sliding forward due to earth pressure received from the retaining wall block a.
Description
【0001】[0001]
本考案は、土台支承面に対しずり動することなく確固に止着される大型擁壁ブ ロックに係るものである。 The present invention relates to a large retaining wall block that is firmly fixed to the base bearing surface without sliding.
【0002】[0002]
従来の大型擁壁ブロックを立設する場合にはコンクリートで基礎を作り、その 上に擁壁ブロックを順次並べて、正面が面一になるよう擁壁ブロックを土台支承 面に載置していた。 When a conventional large-sized retaining wall block was erected, a foundation was made of concrete, the retaining wall blocks were sequentially arranged on it, and the retaining wall blocks were placed on the base support surface so that the front surface was flush.
【0003】 最近、擁壁ブロックが次第に大型化し高さ数米にも及ぶ大型のものが多用され ている。Recently, the size of the retaining wall block has gradually increased, and a large one having a height of several US has been widely used.
【0004】 このような大型擁壁ブロックは大型だけに後方から受ける土圧も大きくなり、 その土圧により擁壁ブロックは前方に押圧されているから少しづつ前方へずり動 する欠点がある。Since such a large retaining wall block is large in size, the earth pressure received from the rear also becomes large, and since the retaining wall block is pressed forward by the earth pressure, there is a drawback that it gradually slides forward.
【0005】 本考案は、かかる欠点を解決する大型擁壁ブロックを提供するものである。The present invention provides a large retaining wall block that solves these drawbacks.
【0006】[0006]
添付図面を参照して本考案の要旨を説明する。 The gist of the present invention will be described with reference to the accompanying drawings.
【0007】 台板1の前部に擁壁2を立設した大型の擁壁ブロックaにおいて、前記台板1 にコンクリート注入孔3を設け、且つ台板1の下面に擁壁2の裏側方向から受け る土圧により擁壁ブロックaが前側にずり動することを防止する係止構造を設け たことを特徴とする大型擁壁ブロックに係るものである。In a large retaining wall block a in which a retaining wall 2 is erected on a front portion of a base plate 1, a concrete pouring hole 3 is provided in the base plate 1, and a lower surface of the base plate 1 is directed to a rear side of the retaining wall 2. The large retaining wall block is characterized in that a retaining structure is provided for preventing the retaining wall block a from sliding forward due to earth pressure received from the retaining wall block a.
【0008】[0008]
【作用】 擁壁ブロックaをクレーンなどで土台支承面5上に載置し、この土台支承面5 と擁壁ブロックaの台板1の下面との間に生ずる間隙6にコンクリートをコンク リート注入孔3より流し込んで台板1の下面の係止構造4により擁壁ブロックa の前方へのずり動を防止する。[Operation] The retaining wall block a is placed on the base bearing surface 5 with a crane or the like, and concrete is concretely injected into the gap 6 formed between the base bearing surface 5 and the lower surface of the base plate 1 of the retaining wall block a. The locking structure 4 on the lower surface of the base plate 1 poured from the hole 3 prevents the retaining wall block a from sliding forward.
【0009】[0009]
図面は本考案の好適な一例を図示したもので、台板1の前部に擁壁2を立設し た大型の擁壁ブロックaにおいて、前記台板1の下面に擁壁2の裏側方向から受 ける土圧により擁壁ブロックaが前側にずり動することを防止する係止構造4を 設ける。 The drawings show a preferred example of the present invention. In a large retaining wall block a in which a retaining wall 2 is erected on a front portion of a base plate 1, a rear wall direction of the retaining wall 2 on the lower surface of the base plate 1 is shown. A retaining structure 4 is provided to prevent the retaining wall block a from sliding forward due to the earth pressure received from the.
【0010】 本実施例は、擁壁ブロックaの台板1の下面の係止構造4を擁壁ブロックaが 滑動する方向に対して直交する方向に数本の凸条突起7を形成した場合を図示し ている。In this embodiment, when the locking structure 4 on the lower surface of the base plate 1 of the retaining wall block a is formed with several ridge projections 7 in a direction orthogonal to the sliding direction of the retaining wall block a. Is illustrated.
【0011】 また、擁壁ブロックaの台板1に穿設したコンクリート注入孔3は間隙6にコ ンクリートが充満するように複数個穿設する。Further, a plurality of concrete injection holes 3 bored in the base plate 1 of the retaining wall block a are bored so that the gap 6 is filled with concrete.
【0012】 擁壁ブロックaを土台支承面5上に載置し、この土台支承面5と擁壁ブロック aの台板1の下面との間に生ずる間隙6にコンクリートをコンクリート注入孔3 より流し込み、そのコンクリートが凝固すると擁壁ブロックaの台板1の下面に 形状した数本の凸条突起7が凝固コンクリートに喰い込んで擁壁ブロックaを土 台支承面5上に一体的に固定する。The retaining wall block a is placed on the base bearing surface 5, and concrete is poured from the concrete pouring hole 3 into the gap 6 formed between the base bearing surface 5 and the lower surface of the base plate 1 of the retaining wall block a. When the concrete is solidified, a number of projections 7 formed on the lower surface of the base plate 1 of the retaining wall block a bite into the solidified concrete to integrally fix the retaining wall block a on the base bearing surface 5. .
【0013】 この凸凹の喰い込みによる係止構造4により擁壁ブロックaの前側へのずり動 が防止される。The locking structure 4 due to the biting of the unevenness prevents the retaining wall block a from sliding forward.
【0014】 また、この凸条突起7は擁壁ブロックaの成形型にその突起が生ずるよう設計 して置くことにより容易に製作可能である。The ridge projection 7 can be easily manufactured by designing and placing it on the mold of the retaining wall block a so that the projection is produced.
【0015】 尚、係止構造4の設計は擁壁ブロックaの前側への滑動を防止できる構造であ れば、どのような形状,構造でも良い。The locking structure 4 may be designed in any shape and structure as long as it is a structure capable of preventing the retaining wall block a from sliding forward.
【0016】 図中符号8は重心部に設けた突部、9は高さ調整を行う微調整螺杆、10はその 支承ナット筒で、正しい設置状態を維持調整してからコンクリート注入を行う。In the figure, reference numeral 8 is a protrusion provided at the center of gravity, 9 is a fine adjustment screw rod for adjusting the height, and 10 is a bearing nut cylinder thereof, and concrete installation is performed after maintaining and adjusting the correct installation state.
【0017】[0017]
本考案は上述のように構成したから、大型の擁壁ブロックを並設して大きな擁 壁を構成した場合、擁壁の裏側方向から受ける土圧による擁壁ブロックのずり動 の発生を擁壁ブロックの台板下面に形成した係止構造により確実に防止すること ができる実用的な大型擁壁ブロックとなる。 Since the present invention is configured as described above, when a large retaining wall block is formed by arranging a large retaining wall block in parallel, the retaining wall block is displaced due to the earth pressure received from the back side of the retaining wall. It becomes a practical large retaining wall block that can be reliably prevented by the locking structure formed on the bottom surface of the base plate of the block.
【図面の簡単な説明】[Brief description of drawings]
【図1】本実施例の一例を示す側面図である。FIG. 1 is a side view showing an example of the present embodiment.
【図2】本実施例の一例を示す底面図である。FIG. 2 is a bottom view showing an example of the present embodiment.
1 台板 2 擁壁 3 コンクリート注入孔 a 擁壁ブロック 1 Base plate 2 Retaining wall 3 Concrete injection hole a Retaining wall block
Claims (1)
ブロックにおいて、前記台板にコンクリート注入孔を設
け、且つ台板の下面に擁壁の裏側方向から受ける土圧に
より擁壁ブロックが前側にずり動することを防止する係
止構造を設けたことを特徴とする大型擁壁ブロック。1. A large retaining wall block in which a retaining wall is erected on the front portion of a base plate, in which a concrete injection hole is provided in the base plate, and earth pressure is applied to the lower surface of the base plate from the back side direction of the retaining wall. A large retaining wall block that is provided with a locking structure that prevents the retaining wall block from sliding forward.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1993070483U JP2533468Y2 (en) | 1993-12-28 | 1993-12-28 | Retaining wall block |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1993070483U JP2533468Y2 (en) | 1993-12-28 | 1993-12-28 | Retaining wall block |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0742381U true JPH0742381U (en) | 1995-08-04 |
JP2533468Y2 JP2533468Y2 (en) | 1997-04-23 |
Family
ID=13432821
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1993070483U Expired - Lifetime JP2533468Y2 (en) | 1993-12-28 | 1993-12-28 | Retaining wall block |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2533468Y2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2019116736A (en) * | 2017-12-26 | 2019-07-18 | 晋市 湯田 | Precast foundation block |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP3484384B2 (en) | 1999-11-02 | 2004-01-06 | 藤林コンクリート工業株式会社 | How to install large concrete block products |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0438325A (en) * | 1990-05-31 | 1992-02-07 | Fuji Shoji:Yugen | Execution method of large-sized concrete block |
-
1993
- 1993-12-28 JP JP1993070483U patent/JP2533468Y2/en not_active Expired - Lifetime
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0438325A (en) * | 1990-05-31 | 1992-02-07 | Fuji Shoji:Yugen | Execution method of large-sized concrete block |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2019116736A (en) * | 2017-12-26 | 2019-07-18 | 晋市 湯田 | Precast foundation block |
Also Published As
Publication number | Publication date |
---|---|
JP2533468Y2 (en) | 1997-04-23 |
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