JP2000120089A - Earth-retaining concrete block - Google Patents

Earth-retaining concrete block

Info

Publication number
JP2000120089A
JP2000120089A JP10330131A JP33013198A JP2000120089A JP 2000120089 A JP2000120089 A JP 2000120089A JP 10330131 A JP10330131 A JP 10330131A JP 33013198 A JP33013198 A JP 33013198A JP 2000120089 A JP2000120089 A JP 2000120089A
Authority
JP
Japan
Prior art keywords
bottom plate
vertical wall
inclined bottom
retaining
earth
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
Application number
JP10330131A
Other languages
Japanese (ja)
Inventor
Mitsuyoshi Watanabe
三義 渡辺
Shigenobu Saiki
重信 齋喜
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP10330131A priority Critical patent/JP2000120089A/en
Publication of JP2000120089A publication Critical patent/JP2000120089A/en
Pending legal-status Critical Current

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  • Retaining Walls (AREA)

Abstract

PROBLEM TO BE SOLVED: To facilitate installation and positional adjustment and improve the construction efficiency and the finishing accuracy when constructing a boundary wall or an earth-retaining wall by using earth-retaining concrete blocks in an earth-retaining work for a housing site construction work or the like. SOLUTION: An inclined bottom plate 2 is connected to a vertical wall plate 1 and a reinforcing rib 3 is provided to connect to both sides at the two sides of the bottom plate, in this earth-retaining concrete block. A projection 8 is formed at the one end side of the upper face part 7 in the vertical wall 1 and a recess 9 to which the projection 8 is fitted, is formed at the other end side of the upper face part 7. An inclined notch 10 is formed by obliquely cutting one end side of the foundation contact face 4 of the lower part, and a plurality of injection through holes 5 are formed on the plane of the inclined bottom plate 2 and connection holes 20 in which connection rod 21 is fitted are formed opposite to each other at a part of both side faces. The foundation contact face 4 is protruded lower than the lower face of the connection part 6 side of the inclined bottom plate 2 and the width of the inclined bottom plate 2 is made narrower than the width of the vertical wall plate 1, and further, both ends of the lower end of the vertical wall plate 1 are protruded lower than the side faces 16 of the inclined bottom plate 2.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[産業上の利用分野]本発明は、宅地造成
等の土留め工事において、土留め用コンクリートブロッ
クを使用して境界壁や擁壁を構築する際、据付け及び位
置調整を容易にして施工能率及び仕上がり精度を向上す
る。
[0001] The present invention is intended to facilitate installation and position adjustment when constructing a boundary wall or retaining wall using a concrete block for retaining in a retaining work such as a residential land development. Improve construction efficiency and finish accuracy.

【0002】[従来の技術]従来、土留め工事におい
て、境界壁や擁壁の築造に使用される鉛直壁板と傾斜底
板と補強リブより成る土留め用コンクリートブロック
は、順次連結する施工法が基礎面を基準にして据付け位
置を決めていくため、各土留め用コンクリートブロック
の寸法精度、特に高さ寸法の精度や、コンクリート基礎
面の水平な平坦性が重要であると共に、施工に際して
は、鉛直壁板の上面を水平かつ平坦に仕上げるために、
据付け位置の上下、前後、左右方向の調整及び振れ(傾
き)の修正に熟練した技術を必要とし、また、据付け位
置で傾斜底板を容易に固定できるものでは無かった。従
って、ブロックの定位置に据付け連続させて固定する施
工作業の能率を向上させることは困難であった。
2. Description of the Related Art Conventionally, in the earth retaining work, an earth retaining concrete block comprising a vertical wall plate, an inclined bottom plate, and a reinforcing rib used for constructing a boundary wall or a retaining wall is sequentially connected. In order to determine the installation position based on the foundation surface, the dimensional accuracy of each concrete retaining block, especially the accuracy of the height dimension, and the horizontal flatness of the concrete foundation surface are important, and at the time of construction, In order to finish the upper surface of the vertical wall plate horizontally and flatly,
A skilled technique was required for adjusting the installation position in the up / down, front / rear, and left / right directions and correcting the run-out (tilt), and the inclined bottom plate could not be easily fixed at the installation position. Therefore, it has been difficult to improve the efficiency of the construction work in which the blocks are fixed at the fixed positions in a fixed position.

【0003】[発明が解決しようとする課題]従来、一
般に使用されている土留め用コンクリートブロックは、
重量1トン、高さ約2mであり、この大型重量物の土留
め用コンクリートブロックは、基本的には下部を基準に
して据付け位置を決める施工法に適応するように構成さ
れ、据付け位置決めの際における上下、前後、左右位置
への調整移動や振れ(傾き)の修正が容易になるように
構成されたものでは無かったので、整列させる据付けと
固定に熟練した技術が必要とされ、施工作業の効率を著
しく低下させていた。また、傾斜底板を順次連続させて
強固に固定するため、その下面側とコンクリート基礎や
グリ石との間隙へのコンクリート注入作業が困難であっ
た。
[Problems to be Solved by the Invention] Conventionally, concrete blocks for earth retaining are generally used.
The weight of the concrete block for retaining earth is 1 ton and the height is about 2m. The concrete block for retaining large-sized objects is basically adapted to the construction method that determines the installation position based on the lower part. It was not designed to make it easy to adjust, move up and down, back and forth, and left and right positions, and correct run-out (tilt). The efficiency was significantly reduced. Further, since the inclined bottom plates are successively and successively fixed firmly, it is difficult to inject concrete into the gap between the lower surface and the concrete foundation or the grindstone.

【0004】[課題を解決するための手段]本発明は、
熟練した技術を必要とせずに施工効率を向上できるよう
に、従来の土留め用コンクリートブロックを根本的に改
良したものである。即ち、鉛直壁板に傾斜底板を連結
し、この両方に二辺面部が接続する補強リブを設けた土
留め用コンクリートブロックにおいて、鉛直壁部には、
上面部の一端側に凸部を設け、他端側に凸部が嵌まる凹
部を設けると共に、下部の基礎接面の一端側を斜めに欠
除して傾斜欠除部を構成し、傾斜底板には平面部に複数
の注入貫通穴を設けると共に、両側面の一部に連結棒を
嵌着する連結穴を対向させて設けたものであり、又、上
記構成に付加して前記基礎接面を、傾斜底板の連結部側
の下面よりも突出させると共に、傾斜底板の幅を基礎接
面の幅よりも狭く構成し、鉛直壁部の下端の両端が傾斜
底板の底板側面よりも突出させたことを特徴とするもの
である。
[Means for Solving the Problems]
It is a fundamental improvement of the conventional concrete block for retaining, so that the construction efficiency can be improved without requiring skilled skills. That is, in the concrete block for earth retaining, in which the inclined bottom plate is connected to the vertical wall plate, and the reinforcing ribs to which the two sides are connected to both are provided, the vertical wall portion includes
A convex portion is provided on one end side of the upper surface portion, a concave portion is provided on the other end side where the convex portion fits, and one end side of the lower base contact surface is obliquely cut off to constitute an inclined notched portion, and an inclined bottom plate A plurality of injection through-holes are provided in the plane portion, and connection holes for fitting connection rods are provided facing part of both side surfaces, and the base contact surface is added to the above configuration. And projecting from the lower surface of the connecting portion side of the inclined bottom plate, the width of the inclined bottom plate is configured to be narrower than the width of the base contact surface, and both ends of the lower end of the vertical wall portion project from the bottom plate side surface of the inclined bottom plate. It is characterized by the following.

【0005】[作用]本発明は、上部を基準にして施工
するに適する土留め用コンクリートブロックである。添
付図面により作用を説明すると、鉛直壁板1の上面部7
の両端に設けた凸部8と凹部9は嵌めることにより上下
位置を決定し、前後、左右位置を概略決めるものであ
り、鉛直壁部1の下部の基礎接面4の一端側に設けた傾
斜欠除部10は、据付け位置を固定するクサビ19等を
押し込む為の傾斜間隙である。又、傾斜底板2の連結部
6側の下面に形成される空隙15は、バール等を挿入し
て前後、左右に移動させて位置を調整するに適し、傾斜
底板2の平面部に穿設した複数の注入貫通穴5は、据付
けた後、傾斜底板2及び鉛直壁板1の下側の空隙15に
コンクリートを注入するための穴であり、図4に示した
底側面16の対向する連結穴20は、図5に示す通り連
結棒21を嵌着し隣接する既設の土留め用コンクリート
ブロックと位置を整合させて連結するための穴である。
[Action] The present invention is a concrete block for earth retaining which is suitable for construction based on the upper part. The operation will be described with reference to the accompanying drawings.
The convex portion 8 and the concave portion 9 provided at both ends of the vertical wall portion 1 determine the vertical position by being fitted, and roughly determine the front-back, left-right position, and the inclination provided on one end side of the base contact surface 4 under the vertical wall portion 1. The notch 10 is an inclined gap for pushing a wedge 19 or the like for fixing the installation position. A gap 15 formed on the lower surface of the inclined bottom plate 2 on the side of the connecting portion 6 is suitable for adjusting the position by inserting a crowbar or the like and moving it back and forth, left and right, and is formed in a flat portion of the inclined bottom plate 2. The plurality of injection through-holes 5 are holes for injecting concrete into the gap 15 below the inclined bottom plate 2 and the vertical wall plate 1 after installation, and the connection holes facing the bottom side surface 16 shown in FIG. Reference numeral 20 denotes a hole for fitting the connecting rod 21 as shown in FIG. 5, and connecting the connecting rod 21 to the adjacent existing concrete block for earth retaining while aligning the position.

【0006】施工の際は、吊下げ孔14を利用して吊り
上げて図7に例示する如く、所定位置に降ろし、その以
前に据付け固定してある既設の土留め用コンクリートブ
ロックに整列させて連結する。この場合、上から降ろし
て上面部7の一端側の凸部8を、既設の土留め用コンク
リートブロック上面部7の凹部9に嵌めると、凸部8が
ストッパーとなり、上下位置が確実に決まり、同時に前
後、左右位置も概略決まる。この後、矢符の通り 既設
の土留め用コンクリートブロック側に寄せて、既設の土
留め用コンクリートブロックの底板側面16の連結穴2
0に一端を嵌入した連結棒21の他端を、既設の連結さ
せる土留め用コンクリートブロックの底板側面16の連
結穴20に嵌入させると共に、側面の連結溝条13を既
設の土留め用コンクリートブロックの連結突条12に嵌
め込むと前後、左右位置を殆ど決めることができる。
At the time of construction, as shown in FIG. 7, it is lifted using the hanging holes 14, lowered to a predetermined position, and aligned with and connected to the existing concrete block for earth retaining previously fixed. I do. In this case, when the protrusion 8 is lowered from above and the protrusion 8 on one end side of the upper surface 7 is fitted into the recess 9 of the existing concrete retaining block upper surface 7, the protrusion 8 serves as a stopper, and the vertical position is reliably determined. At the same time, the front, rear, left and right positions are roughly determined. After that, as shown by the arrow, it is brought close to the existing concrete retaining block side, and the connection hole 2 in the bottom plate side surface 16 of the existing concrete retaining block is provided.
The other end of the connecting rod 21 having one end fitted into the fitting block 20 is fitted into the connecting hole 20 of the bottom plate side face 16 of the existing concrete block for connecting the retaining block, and the connecting groove 13 on the side face is connected to the existing concrete block for retaining the block. And the left and right positions can be almost determined.

【0007】この後の前後、左右位置及び振れ(傾き)
の修正、調整は、傾斜底部2の連結部6の下の空隙15
にバール等を挿し込んで動かし、図6及び図7に例示す
る如く鉛直壁板1の前方向又は壁板側面11方向から、
鉛直壁板1の下端部の傾斜欠除部10にクサビ19等を
押し込むことにより、据付け位置で固定させる。定位置
に据え付けた後、周囲からコンクリートを注入して固定
するが、注入し難い傾斜底板2の連結部6側の下部やコ
ンクリート基礎17部分の空隙15、及び下側全面のグ
リ石18との間隙には図6に例示する如く注入貫通穴5
からコンクリートを容易に注入又は流入させることがで
きる。
[0007] The front and rear, left and right position and shake (tilt) after this
Correction and adjustment of the gap 15 below the connecting portion 6 of the inclined bottom 2
6 and 7 are moved from the front of the vertical wall plate 1 or the side of the wall plate 11 as illustrated in FIGS. 6 and 7.
The wedge 19 and the like are pushed into the inclined notch 10 at the lower end of the vertical wall plate 1 to be fixed at the installation position. After installation at the fixed position, concrete is poured from the surroundings and fixed, but it is difficult to inject the concrete into the lower part of the inclined bottom plate 2 on the connecting part 6 side, the gap 15 in the concrete foundation 17 part, and the grindstone 18 on the entire lower side. The gap has an injection through hole 5 as illustrated in FIG.
Concrete can be easily poured or flowed from the container.

【0008】[実施例]図1及び図2に示す実施例につ
いて説明する。鉛直壁板1に傾斜底板2を連結し、この
両方に二辺面部が接続する補強リブ3を設け、鉛直壁板
1の両側の長手方向に連結突条12又は連結溝条13を
設けて土留め用コンクリートブロックを構成する。鉛直
壁部1には、上面部7の一端側に凸部8を設け、他端側
に凸部8が嵌まる凹部9を設ける。この凸部8及び凹部
9は、図1に示す如く上面部7の厚みの約半分に形成す
るに限らず、図3に例示する如く厚み全部を欠除して構
成してもよい。鉛直壁部1の下部の基礎接面4には一端
側を斜めに欠除して据え付けの際の位置調整時にクサビ
19等を押し込むための傾斜欠除部10を設ける。この
クサビ19等の押し込みは、左右方向の調整には図7に
示す如く壁板側面11方向からがよく、前後方向の調整
は図6に示す如く鉛直壁板1の前面方向からが押し込み
易い。
[Embodiment] An embodiment shown in FIGS. 1 and 2 will be described. The inclined bottom plate 2 is connected to the vertical wall plate 1, reinforcing ribs 3 are provided on both sides of which the two side surfaces are connected, and connection protrusions 12 or connection grooves 13 are provided in the longitudinal direction on both sides of the vertical wall plate 1. Construct a retaining concrete block. The vertical wall portion 1 is provided with a convex portion 8 on one end side of the upper surface portion 7 and a concave portion 9 on the other end side where the convex portion 8 is fitted. The protrusions 8 and the recesses 9 are not limited to being formed to be approximately half the thickness of the upper surface portion 7 as shown in FIG. 1, and may be formed by removing the entire thickness as illustrated in FIG. 3. The base contact surface 4 at the lower part of the vertical wall portion 1 is provided with an inclined notch 10 for obliquely cutting one end side and pushing a wedge 19 or the like at the time of position adjustment at the time of installation. The pushing of the wedges 19 and the like is preferably performed from the direction of the wall plate side surface 11 as shown in FIG. 7 for the adjustment in the left-right direction, and is easily pushed from the front direction of the vertical wall plate 1 as shown in FIG.

【0009】傾斜底板2には、既設の土留め用コンクリ
ートプロックと整列させて強固に固定するため、傾斜底
板2の両底板側面16の一部に、鉄筋や鉄筋入りコンコ
リートで構成した連結棒21を嵌入させる連結穴20を
対向させて設けると共に、傾斜底板2の連結部6側の下
部の空隙15や傾斜底板2の全面の下部の間隙にコンク
リートを注入する複数の注入貫通穴5を平面部に設け
る。又、前記基礎接面4は、傾斜底板2の連結部6側の
下面よりも突出させると共に、傾斜底板2の幅を基礎接
面4の幅よりも狭く構成し、鉛直壁部1の下端の両端を
傾斜底板2の底板側面16よりも突出させる。従って、
据え付けた後、背面側からは鉛直壁板1の下端部分と傾
斜欠除部10が見え、位置調整や傾斜修正の際のバール
等の挿入やクサビ19等の押し込みが容易となる。
The connecting rod 21 made of a reinforcing bar or a rebar-containing concrete is provided on a part of the both bottom plate side surfaces 16 of the inclined bottom plate 2 so as to be aligned with the existing concrete retaining block and firmly fixed thereto. And a plurality of injection through-holes 5 for injecting concrete into the lower gap 15 on the connection portion 6 side of the inclined bottom plate 2 and the lower gap on the entire surface of the inclined bottom plate 2. To be provided. The base contact surface 4 projects from the lower surface of the inclined bottom plate 2 on the connecting portion 6 side, and the width of the inclined bottom plate 2 is smaller than the width of the base contact surface 4. Both ends are made to project beyond the bottom plate side surface 16 of the inclined bottom plate 2. Therefore,
After the installation, the lower end portion of the vertical wall plate 1 and the inclined notch 10 can be seen from the rear side, and it becomes easy to insert a bur or the like or to push the wedge 19 or the like at the time of position adjustment or inclination correction.

【0010】[発明の効果]本考案に係る土留め用コン
クリートブロックは、宅地造成や擁壁構築等の土留め工
事において、施工の際は、上部を基準にして据え付ける
ことができるので、上下位置を決定し上面を水平状態に
して連結することが容易であり、据え付け後における前
後、左右への位置調整、振れによる傾きの修正及び固定
が簡単となる。又、鉛直壁板の上部に設けた凸部と凹部
との嵌合に加えて、傾斜底板の側面に設けた連結穴に嵌
入した連結棒により、既設の隣接する土留め用コンクリ
ートブロックと安定して整列させることができ、更に注
入貫通穴により鉛直壁板及び傾斜底板の下側の空隙や間
隙へのコンクリートの注入が容易となるので、施工効率
及び施工精度を向上することができるものである。
[Effect of the Invention] The concrete block for retaining the soil according to the present invention can be installed on the basis of the upper part in the earth retaining work such as the development of the residential land and the construction of the retaining wall, so that the concrete block for the earth retaining can be installed in the vertical position. Is determined, the top surface is horizontal, and the connection is easy. The adjustment of the position before and after and after the installation, the correction of the inclination due to the shake, and the fixing are easy. Also, in addition to the fitting of the protrusions and recesses provided on the upper part of the vertical wall plate, the connection rods fitted in the connection holes provided on the side surfaces of the inclined bottom plate stabilize the existing adjacent concrete block for earth retaining. It is possible to improve the construction efficiency and construction accuracy because the pouring through hole facilitates the pouring of concrete into the gaps and gaps below the vertical wall plate and the inclined bottom plate. .

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

【図1】本発明に係る土留め用コンクリートブロックの
実施例の斜視図である。
FIG. 1 is a perspective view of an embodiment of a concrete block for earth retaining according to the present invention.

【図2】図1に示す実施例の背面図である。FIG. 2 is a rear view of the embodiment shown in FIG.

【図3】本発明における鉛直壁板の上面部に設ける凸部
及び凹部の他の実施例を示す部分図である。
FIG. 3 is a partial view showing another embodiment of the protrusions and recesses provided on the upper surface of the vertical wall plate according to the present invention.

【図4】傾斜底板の連結穴部分の切断端面図である。FIG. 4 is a cut end view of a connection hole portion of the inclined bottom plate.

【図5】施工時において、本発明に係る土留め用コンク
リートブロックを連結して状態の平面図である。
FIG. 5 is a plan view showing a state in which a concrete block for retaining a soil according to the present invention is connected during construction.

【図6】施工時において、鉛直壁板の下部の傾斜欠除部
に鉛直壁板の全面方向からクサビを押入する場合の説明
図である。
FIG. 6 is an explanatory view of a case where wedges are pushed into the inclined cutout portion at the lower part of the vertical wall plate from the entire surface direction of the vertical wall plate during construction.

【図7】本発明に係る土留め用コンクリートブロックを
使用して境界壁や擁壁を築造する施工説明図である。
FIG. 7 is a construction explanatory diagram for constructing a boundary wall or a retaining wall using the concrete block for retaining the soil according to the present invention.

【符号の説明】[Explanation of symbols]

1. 鉛直壁板 2. 傾斜底板 3. 補強リブ 4. 基礎接面 5. 注入貫通穴 6. 連結部 7. 上面部 8. 凸部 9. 凹部 10. 傾斜欠除部 11. 壁板側面 12. 連結突条 13. 連結溝条 14. 吊下げ孔 15. 空隙 16. 底板側面 17. コンクリート基礎 18. グリ石 19. クサビ 20. 連結穴 21. 連結棒 1. Vertical wall board 2. Inclined bottom plate 3. Reinforcement rib 4. Basic interface 5. Injection through hole 6. Connection part 7. Upper surface part 8. Protrusion 9. Recess 10. Slope lacking part 11. Wall plate side surface 12. Connecting ridge 13. Connection groove 14. Hanging holes 15. Void 16. Bottom plate side surface 17. Concrete foundation 18. Gressian stone 19. Wedge 20. Connection hole 21. Connecting rod

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 鉛直壁板に傾斜底板を連結し、この両方
に二辺面部が接続する補強リブを設けた土留め用コンク
リートブロックにおいて、鉛直壁部には、上面部の一端
側に凸部を設け、他端側に凸部が嵌まる凹部を設けると
共に、下部の基礎接面の一端側を斜めに欠除して傾斜欠
除部を構成し、傾斜底板には平面部に複数の注入貫通穴
を設けると共に、両側面の一部に連結棒を嵌着する連結
穴を対向させて設けたことを特徴とする土留め用コンク
リートブロック。
1. An earth retaining concrete block in which an inclined bottom plate is connected to a vertical wall plate, and reinforcing ribs connected to both sides of the inclined bottom plate are provided, wherein the vertical wall portion has a convex portion on one end side of an upper surface portion. The other end side is provided with a concave portion in which the convex portion is fitted, and one end side of the lower base contact surface is obliquely cut off to constitute an inclined notched portion. A concrete block for earth retaining, wherein a through hole is provided, and a connecting hole for fitting a connecting rod to a part of both side surfaces is provided to face each other.
【請求項2】 鉛直壁板に傾斜底板を連結し、この両方
に二辺面部が接続する補強リブを設けた土留め用コンク
リートブロックにおいて、鉛直壁部には、上面部の一端
側に凸部を設け、他端側に凸部が嵌まる凹部を設けると
共に、下部の基礎接面の一端側を斜めに欠除して傾斜欠
除部を構成し、傾斜底板には平面部に複数の注入貫通穴
を設けると共に、両側面の一部に連結棒を嵌着する連結
穴を対向させて設け、前記基礎接面を、傾斜底板の連結
部側の下面よりも突出させると共に、傾斜底板の幅を鉛
直壁板の幅よりも狭く構成し、鉛直壁板の下端の両端が
傾斜底板の底板側面よりも突出することを特徴とする土
留め用コンクリートブロック。
2. An earth retaining concrete block in which an inclined bottom plate is connected to a vertical wall plate and reinforcing ribs are connected to both sides of the inclined bottom plate, and the vertical wall portion has a convex portion on one end side of an upper surface portion. The other end side is provided with a concave portion in which the convex portion is fitted, and one end side of the lower base contact surface is obliquely cut off to constitute an inclined notched portion. A through hole is provided, and a connecting hole for fitting a connecting rod is provided to a part of both side surfaces so as to face each other, and the base contact surface is made to protrude from the lower surface of the connecting portion side of the inclined bottom plate, and the width of the inclined bottom plate A concrete block for earth retaining, characterized in that the width of the vertical wall plate is smaller than that of the vertical wall plate, and both ends of a lower end of the vertical wall plate protrude from side surfaces of the bottom plate of the inclined bottom plate.
JP10330131A 1998-10-15 1998-10-15 Earth-retaining concrete block Pending JP2000120089A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10330131A JP2000120089A (en) 1998-10-15 1998-10-15 Earth-retaining concrete block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10330131A JP2000120089A (en) 1998-10-15 1998-10-15 Earth-retaining concrete block

Publications (1)

Publication Number Publication Date
JP2000120089A true JP2000120089A (en) 2000-04-25

Family

ID=18229164

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10330131A Pending JP2000120089A (en) 1998-10-15 1998-10-15 Earth-retaining concrete block

Country Status (1)

Country Link
JP (1) JP2000120089A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100957705B1 (en) 2010-01-22 2010-05-12 주식회사 중앙씨앤씨 Wall integrated with wall blocks and construction method thereof
WO2022246941A1 (en) * 2021-05-26 2022-12-01 上海斋喜工程技术有限公司 Civil engineering shielding engineering wall member

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100957705B1 (en) 2010-01-22 2010-05-12 주식회사 중앙씨앤씨 Wall integrated with wall blocks and construction method thereof
WO2022246941A1 (en) * 2021-05-26 2022-12-01 上海斋喜工程技术有限公司 Civil engineering shielding engineering wall member

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