JPH08226135A - Seat block for erecting retaining wall block and erection method for earth retaining wall block - Google Patents

Seat block for erecting retaining wall block and erection method for earth retaining wall block

Info

Publication number
JPH08226135A
JPH08226135A JP3397995A JP3397995A JPH08226135A JP H08226135 A JPH08226135 A JP H08226135A JP 3397995 A JP3397995 A JP 3397995A JP 3397995 A JP3397995 A JP 3397995A JP H08226135 A JPH08226135 A JP H08226135A
Authority
JP
Japan
Prior art keywords
block
wall
retaining wall
concrete
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
Application number
JP3397995A
Other languages
Japanese (ja)
Other versions
JP2794397B2 (en
Inventor
Torakichi Fujibayashi
寅吉 藤林
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.)
Fujibayashi Concrete Kogyo Kk
Original Assignee
Fujibayashi 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 Fujibayashi Concrete Kogyo Kk filed Critical Fujibayashi Concrete Kogyo Kk
Priority to JP7033979A priority Critical patent/JP2794397B2/en
Publication of JPH08226135A publication Critical patent/JPH08226135A/en
Application granted granted Critical
Publication of JP2794397B2 publication Critical patent/JP2794397B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Retaining Walls (AREA)

Abstract

PURPOSE: To conveniently erect large earth retaining wall blocks made of concrete. CONSTITUTION: A seat block (a) formed out of a concrete front wall 1 of sturdy construction and a surrounding wall 2 of U-shaped plan view and small height connected thereto is erected on a foundation body 3. Space inside the surrounding wall 2 of the block (a) is filled with a stuffing material 4 such as crushed stone pieces and gravel capable of keeping water permeability, and a foundation concrete slab 5 is erected on the wall 2 filled with the material 4. In addition, earth retaining wall blocks 6 are stacked on the stab 5.

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、コンクリート製の土留
用の擁壁ブロック特に大型のものの据え付けるのに便利
な擁壁ブロック据え付け用台座ブロック並びに土留用擁
壁ブロックの設置法に係るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a retaining wall block made of concrete, which is convenient for installing a particularly large retaining wall block, and a pedestal block for installing the retaining wall block and a method of installing the retaining wall block for retaining earth. .

【0002】[0002]

【従来の技術及び発明が解決しようとする課題】従来擁
壁ブロックは、栗石や石塊を積んだ基礎の上にコンクリ
ートを打設して基礎コンクリート盤を形成し、この基礎
コンクリート盤上に擁壁ブロックを据え付けしている。
その際擁壁ブロックが大型になる程粟石や石塊を多くし
て確固な基礎コンクリート盤を構築しなければならない
ためコスト高になる欠点がある。 本発明は、かかる問題点を台座ブロックを使用すること
に着眼して解決したものである。
2. Description of the Related Art Retaining wall blocks are conventionally constructed by placing concrete on a foundation on which stones or lumps of stone are piled up to form a foundation concrete board, and holding the foundation on the foundation concrete board. The wall block is installed.
At that time, the larger the retaining wall block is, the larger the amount of miraculous stones and stones must be constructed to construct a solid foundation concrete board, which is a drawback of high cost. The present invention has solved such problems by focusing on the use of a pedestal block.

【0003】[0003]

【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.

【0004】堅牢に形成したコンクリート前壁1に前壁
1より低い平面コ字状の囲い壁2を連設したことを特徴
とする擁壁ブロック据え付け用台座ブロックに係るもの
である。
The present invention relates to a pedestal block for installing a retaining wall block, which is characterized in that a concrete front wall 1 formed to be solid is connected to an enclosure wall 2 having a planar U shape lower than the front wall 1.

【0005】また、方形状の囲い壁2の後方側左右の隅
上部に柱体を立設した請求項1記載の擁壁ブロック据え
付け用台座ブロックに係るものである。
Further, the present invention relates to a pedestal block for installing a retaining wall block according to claim 1, wherein pillars are erected on upper left and right corners on the rear side of the rectangular enclosure wall 2.

【0006】また、堅牢に形成したコンクリート前壁1
に前壁1より低い平面コ字状の囲い壁2を連設した台座
ブロックaを基盤体3上に据え付けし、この台座ブロッ
クaの囲い壁2内に砕石屑や砂利などの通水性を確保で
きる詰物材4を詰入し、この詰物材4を詰入した囲い壁
2上に基礎コンクリート板5を打設し、この基礎コンク
リート板5上に土留用の擁壁ブロック6を立設すること
を特徴とする土留用擁壁ブロックの設置法に係るもので
ある。
[0006] Further, the concrete front wall 1 formed to be solid
A pedestal block a, in which a planar U-shaped enclosure wall 2 lower than the front wall 1 is continuously installed, is installed on the base body 3, and water permeability of crushed stones and gravel is secured in the enclosure wall 2 of the pedestal block a. Filling possible filling material 4, placing a foundation concrete board 5 on the enclosure wall 2 filled with this filling material 4, and erection a retaining wall block 6 for retaining soil on the foundation concrete board 5. The present invention relates to a method of installing a retaining wall block for retaining soil.

【0007】[0007]

【作用】基盤体3を構築し、この基盤体3上に台座ブロ
ックaを据え付けし、台座ブロックaの囲い壁2内に詰
物材4例えば砕石を作る際生ずるクラッシャランと呼ば
れる砕石屑を満杯状態に詰入し、その上に基礎コンクリ
ート板5を打設し、この基礎コンクリート板5上に擁壁
ブロック6を据え付けする。
The base body 3 is constructed, the pedestal block a is installed on the base body 3, and the filling material 4, for example, crushed stones called crusher run generated when crushed stones are filled in the surrounding wall 2 of the pedestal block a, is filled up. It is packed, the foundation concrete plate 5 is placed thereon, and the retaining wall block 6 is installed on the foundation concrete plate 5.

【0008】[0008]

【実施例】図面は、本発明の好適実施の二例を図示した
もので、図2は第一実施例,図3は第二実施例である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The drawings show two preferred embodiments of the present invention. FIG. 2 shows a first embodiment and FIG. 3 shows a second embodiment.

【0009】第一実施例を詳述する。The first embodiment will be described in detail.

【0010】方形状の囲い壁2の後方側左右の隅上部に
柱体を立設した擁壁ブロック据え付け用台座ブロックに
係るものである。
The present invention relates to a pedestal block for installing a retaining wall block in which pillars are erected at the upper left and right corners of the rear side of the rectangular enclosure wall 2.

【0011】詰物材4は、安価にして通水性を確保でき
るクラッシャラン,その他の通水性を妨げない塊状の屑
金属,砂利,その他の塊状詰物材4,若しくはこれらを
混合したものを代用したり、クラッシャランに混合して
も良い。
As the filling material 4, a crusher run which can secure water permeability at a low cost, other lumpy scrap metal which does not prevent water permeability, gravel, other lumpy filling material 4, or a mixture thereof is used as a substitute, It may be mixed with crusher orchid.

【0012】第二実施例を詳述する。The second embodiment will be described in detail.

【0013】台座ブロックaの後側に向きを反対にした
補助台座ブロックa’を背中合わせにして据え付けす
る。
An auxiliary pedestal block a'inverted in direction is installed on the rear side of the pedestal block a with their backs facing each other.

【0014】以上第一実施例と同様に双方の囲い壁2内
にクラッシャランを詰入し、広い基礎コンクリート板5
を形成し、その上に大型のコンクリート製の擁壁ブロッ
ク6を据え付けする。
As in the first embodiment described above, a crusher run is packed in both enclosure walls 2 to form a wide base concrete plate 5.
And a large concrete retaining wall block 6 is installed on it.

【0015】[0015]

【発明の効果】本発明の台座ブロックは堅牢に形成した
コンクリート前壁に前壁より低い平面コ字状の囲い壁を
連設する構成にしたから、クラッシャランを詰入した囲
い壁上に基礎コンクリート板を打設すると前壁が囲い壁
より高いからコンクリートが前壁外側に流出することが
防止され、容易に厚くて堅牢な基礎体を形成することが
でき、大型の擁壁ブロックであっても安全的に据え付け
することができる。この際、囲い壁より背高い前壁を利
用して前壁頂部を基礎コンクリート板より突出させた場
合には擁壁ブロックが土圧により前にずり動することが
防止できるから一層確固に据え付けられることになる。
Since the pedestal block of the present invention is constructed such that the concrete front wall which is formed to be solid is connected to the enclosure wall having a U-shape which is lower than the front wall, the foundation concrete is placed on the enclosure wall filled with crusher run. When the plate is cast, the front wall is higher than the surrounding wall, so concrete can be prevented from flowing out to the outside of the front wall, and it is possible to easily form a thick and robust foundation, and even for large retaining wall blocks. Can be installed safely. At this time, if the front wall that is taller than the surrounding wall is used and the top of the front wall is projected from the foundation concrete plate, the retaining wall block can be prevented from sliding forward due to earth pressure, so it can be installed more firmly. It will be.

【0016】また、堅牢に形成したコンクリート前壁に
前壁より低い平面コ字状の囲い壁を連設した台座ブロッ
クを基盤体上に据え付けし、この台座ブロックの囲い壁
内に砕石屑や砂利などの通水性を確保できる詰物材を詰
入し、この詰物材を詰入した囲い壁上に基礎コンクリー
ト板を打設し、この基礎コンクリート板上に土留用の擁
壁ブロックを立設する設置法を採用したから、厚く広い
基礎体が簡単にかつコンクリート使用量を少なくしてコ
スト安に構築でき、その上に擁壁ブロックを据え付けす
るものであるからどんなに大型の重い擁壁ブロックであ
っても安全的に据え付け可能であり、かつ上記の効果も
併有することになる秀れた擁壁ブロック据え付け用台座
ブロック並びに土留用擁壁ブロックの設置法となる。
A pedestal block in which a solid U-shaped concrete front wall is connected to a flat U-shaped enclosure wall lower than the front wall is installed on the base body, and crushed stones and gravel are placed in the enclosure wall of the pedestal block. A filling material that can secure water permeability such as is packed, a foundation concrete plate is placed on the enclosure wall filled with this filling material, and a retaining wall block for earth retention is erected on this foundation concrete plate Since the method is adopted, it is possible to construct a thick and wide foundation easily and at a low cost by using less concrete, and because the retaining wall block is installed on it, no matter how large and heavy the retaining wall block is. It is an excellent method of installing a pedestal block for retaining wall blocks and a retaining wall block for retaining soil, which can be safely installed and also have the above effects.

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

【図1】本発明の台座ブロックの斜視図である。FIG. 1 is a perspective view of a pedestal block of the present invention.

【図2】本実施例の施工状態の縦断側面の説明図であ
る。
FIG. 2 is an explanatory diagram of a vertical side surface in a construction state of the present embodiment.

【図3】別実施例の施工状態の縦断側面の説明図であ
る。
FIG. 3 is an explanatory diagram of a vertical side surface of another embodiment in a construction state.

【符号の説明】 a 台座ブロック a’ 補助台座ブロック b 基礎コンクリート盤 1 前壁 2 囲い壁 3 基盤体 4 詰物材 5 基礎コンクリート板 6 擁壁ブロック[Explanation of symbols] a Pedestal block a'Auxiliary pedestal block b Foundation concrete board 1 Front wall 2 Enclosure wall 3 Foundation body 4 Filling material 5 Foundation concrete board 6 Retaining wall block

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 堅牢に形成したコンクリート前壁に前壁
より低い平面コ字状の囲い壁を連設したことを特徴とす
る擁壁ブロック据え付け用台座ブロック。
1. A pedestal block for mounting a retaining wall block, wherein a solid U-shaped concrete front wall is continuously provided with a flat U-shaped enclosure wall lower than the front wall.
【請求項2】 方形状の囲い壁の後方側左右の隅上部に
柱体を立設した請求項1記載の擁壁ブロック据え付け用
台座ブロック。
2. The pedestal block for installing a retaining wall block according to claim 1, wherein pillars are provided upright on the rear left and right corners of the rectangular enclosure wall.
【請求項3】 堅牢に形成したコンクリート前壁に前壁
より低い平面コ字状の囲い壁を連設した台座ブロックを
基盤体上に据え付けし、この台座ブロックの囲い壁内に
砕石屑や砂利などの通水性を確保できる詰物材を詰入
し、この詰物材を詰入した囲い壁上に基礎コンクリート
板を打設し、この基礎コンクリート板上に土留用の擁壁
ブロックを立設することを特徴とする土留用擁壁ブロッ
クの設置法。
3. A pedestal block, in which a solid U-shaped concrete wall that is lower than the front wall is connected to a concrete front wall, is installed on a base body, and crushed stones and gravel are placed inside the pedestal block. Filling a filling material that can ensure water permeability such as, placing a concrete foundation plate on the enclosure wall filled with this filling material, and standing stone retaining wall blocks on this foundation concrete plate Installation method of retaining wall block for soil retaining.
JP7033979A 1995-02-22 1995-02-22 How to install retaining wall blocks for retaining Expired - Lifetime JP2794397B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7033979A JP2794397B2 (en) 1995-02-22 1995-02-22 How to install retaining wall blocks for retaining

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7033979A JP2794397B2 (en) 1995-02-22 1995-02-22 How to install retaining wall blocks for retaining

Publications (2)

Publication Number Publication Date
JPH08226135A true JPH08226135A (en) 1996-09-03
JP2794397B2 JP2794397B2 (en) 1998-09-03

Family

ID=12401614

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7033979A Expired - Lifetime JP2794397B2 (en) 1995-02-22 1995-02-22 How to install retaining wall blocks for retaining

Country Status (1)

Country Link
JP (1) JP2794397B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008108342A1 (en) * 2007-03-02 2008-09-12 Toeishokou Kabushiki Kaisha Foundation structure for retaining wall and other structures, up-and-down boundary structure of retaining wall, and retaining wall

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53114203A (en) * 1977-03-16 1978-10-05 Maruei Concrete Kogyo Breast wall block and method of placing breast wall blocks for building
JPH0273459U (en) * 1988-11-21 1990-06-05

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53114203A (en) * 1977-03-16 1978-10-05 Maruei Concrete Kogyo Breast wall block and method of placing breast wall blocks for building
JPH0273459U (en) * 1988-11-21 1990-06-05

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008108342A1 (en) * 2007-03-02 2008-09-12 Toeishokou Kabushiki Kaisha Foundation structure for retaining wall and other structures, up-and-down boundary structure of retaining wall, and retaining wall
US8721228B2 (en) 2007-03-02 2014-05-13 Toeishokou Kabushi Kaisha Foundation-unit structure of structural object such as retaining wall, structure of upper and lower boundaries of retaining wall, and retaining wall

Also Published As

Publication number Publication date
JP2794397B2 (en) 1998-09-03

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