JPH0596142U - Retaining wall block - Google Patents

Retaining wall block

Info

Publication number
JPH0596142U
JPH0596142U JP4406992U JP4406992U JPH0596142U JP H0596142 U JPH0596142 U JP H0596142U JP 4406992 U JP4406992 U JP 4406992U JP 4406992 U JP4406992 U JP 4406992U JP H0596142 U JPH0596142 U JP H0596142U
Authority
JP
Japan
Prior art keywords
retaining wall
block
wall block
vertical wall
shaped
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
JP4406992U
Other languages
Japanese (ja)
Other versions
JPH089229Y2 (en
Inventor
泉 武井
Original Assignee
株式会社豊栄
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 株式会社豊栄 filed Critical 株式会社豊栄
Priority to JP1992044069U priority Critical patent/JPH089229Y2/en
Publication of JPH0596142U publication Critical patent/JPH0596142U/en
Application granted granted Critical
Publication of JPH089229Y2 publication Critical patent/JPH089229Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Retaining Walls (AREA)

Abstract

(57)【要約】 【目的】 現場の曲がり角度に合わせて特殊なブロック
や連結金具を製作することなく、任意の曲がり角度に対
応でき、かつ、連結は直線部分とまったく同様に連結金
具を用いて堅固に連結できる擁壁ブロックを提供する。 【構成】 垂直壁部と底版部とを有するL字状、コ字
状、乙字状等の擁壁ブロックにおいて、2個のブロック
ピースを垂直壁部に埋設した可撓帯で接続一体化し折り
曲げ自在に形成したことを特徴とする擁壁ブロックであ
る。可撓帯は、ゴム、金属等の容易に変形し折れ曲がる
ことのできる材料でなる帯状のもので、垂直壁部の全長
に亘ってまたは一部に埋設される。
(57) [Summary] [Purpose] Any bending angle can be accommodated without making a special block or connecting metal fitting to match the bending angle at the site, and the connecting metal fitting is used just like the straight part. To provide a retaining wall block that can be firmly connected. [Structure] In an L-shaped, U-shaped, B-shaped retaining wall block having a vertical wall portion and a bottom slab portion, two block pieces can be connected and integrated with a flexible band embedded in the vertical wall portion to be freely bendable. It is a retaining wall block characterized by being formed in. The flexible band is a band made of a material that can be easily deformed and bent, such as rubber or metal, and is embedded over the entire length or a part of the vertical wall portion.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、垂直壁部と底版部とを有するL字状、コ字状、乙字状等の擁壁ブロ ック、特に、コーナー部分のように折れ曲がった部分に用いて好適な擁壁ブロッ クに関する。 INDUSTRIAL APPLICABILITY The present invention is a retaining wall block suitable for use in an L-shaped, U-shaped, B-shaped retaining wall block having a vertical wall portion and a bottom slab portion, and particularly for a bent portion such as a corner portion. Regarding

【0002】[0002]

【従来の技術】[Prior Art]

従来から、垂直壁部と底版部とを有するL字状またはコ字状または乙字状の擁 壁ブロックを多数連続して敷設することにより擁壁が構築されている。このよう な工法は、ブロックを工場生産するので、現場作業が著しく軽減され、作業能率 に優れ、コストもかからないとされている。カーブに沿って折れ曲がって施工し なければならないときや、コーナー部分においては、ブロックを直線状にまっす ぐに連結するのではなく、角度をつけて連結しなければならない。90度に折れ 曲がったコーナーの場合には、特別のコーナー用のブロックを製造して対処する ことも行われているが、むしろ90度に折れ曲がるのはまれであり、ほとんどの 場合は90度以外の角度である。このような場合、現場で折れ曲がり角度を測定 してその角度にあった連結金具を製造してブロックを連結するか、連結金具を用 いずに施工している。 BACKGROUND ART Conventionally, a retaining wall has been constructed by continuously laying a large number of L-shaped, U-shaped or B-shaped retaining wall blocks each having a vertical wall portion and a bottom slab portion. Since this method produces blocks in a factory, it is said that the site work is significantly reduced, the work efficiency is excellent, and the cost is low. When construction must be performed along a curve or at corners, the blocks must be connected at an angle rather than in a straight line. For corners that bend 90 degrees, special blocks for corners are also manufactured and dealt with, but it is rather rare to bend at 90 degrees, and in most cases other than 90 degrees. Is the angle. In such a case, the bending angle is measured at the site and the connecting metal fitting suitable for the angle is manufactured to connect the blocks, or the construction is performed without using the connecting metal fitting.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

上記のごとく、現場で折れ曲がり角度を測定してその角度にあった連結金具を 製造するのは、きわめて煩雑で、特に、カーブ施工のように、種々の角度のもの を多数製造しなければならない場合は、作業能率やコストに著しく影響する。連 結金具を用いない場合は、当然ながら強度が弱くなり、施工後に土圧や不等沈下 により連結部分にずれ、目違いを生じ、見苦しくなることが多い。 As described above, it is extremely complicated to measure the bending angle at the site and manufacture the connecting metal fittings corresponding to the angle, especially when a large number of different angles have to be manufactured such as curve construction. Greatly affects work efficiency and cost. If the connecting metal fittings are not used, the strength naturally becomes weak, and after the construction, the pressure tends to shift to the connecting part due to earth pressure or uneven settlement, causing misalignment and unsightly.

【0004】[0004]

【課題を解決するための手段】[Means for Solving the Problems]

本考案は、垂直壁部と底版部とを有するL字状、コ字状、乙字状等の擁壁ブロ ックにおいて、2個のブロックピースを垂直壁部に埋設した可撓帯で接続一体化 し折り曲げ自在に形成したことを特徴とする擁壁ブロックである。可撓帯は、ゴ ム、金属等の容易に変形し折れ曲がることのできる材料でなる帯状のもので、垂 直壁部の全長に亘ってまたは一部に埋設される。 The present invention relates to an L-shaped, U-shaped, B-shaped retaining wall block having a vertical wall portion and a bottom slab portion, in which two block pieces are connected and integrated by a flexible band embedded in the vertical wall portion. It is a retaining wall block characterized by being made flexible and bendable. The flexible band is a band-shaped member made of a material such as rubber or metal that can be easily deformed and bent, and is embedded over the entire length of the vertical wall portion or in part thereof.

【0005】[0005]

【作用】[Action]

本考案擁壁ブロックは、2個のブロックピースを垂直壁部に埋設した可撓帯で 接続一体化したので、可撓帯部分を折り曲げることにより各ブロックピースを相 互に任意の角度で折り曲げることができる。したがって、現場の折れ曲がり角度 を測定して連結金具を製造する必要はなく、現場の角度に応じてブロックを折り 曲げて敷設することができる。 In the retaining wall block of the present invention, two block pieces are connected and integrated by a flexible band embedded in a vertical wall portion. Therefore, by bending the flexible band portion, each block piece can be mutually bent at an arbitrary angle. You can Therefore, it is not necessary to measure the bending angle of the site to manufacture the connecting fitting, and the block can be bent and laid according to the angle of the site.

【0006】[0006]

【実施例】【Example】

以下実施例を表した図面により本考案を詳細に説明する。図1は本考案の1実 施例たる擁壁ブロック1の斜視図、図2は擁壁ブロック1の中央縦断面図、図3 は擁壁ブロック1の施工例を示す説明図、図4は他の実施例の擁壁ブロックの1 0中央縦断面図、図5はさらに他の実施例の擁壁ブロック20の中央縦断面図で ある。 Hereinafter, the present invention will be described in detail with reference to the drawings illustrating an embodiment. FIG. 1 is a perspective view of a retaining wall block 1 as one embodiment of the present invention, FIG. 2 is a central longitudinal sectional view of the retaining wall block 1, FIG. 3 is an explanatory diagram showing an example of construction of the retaining wall block 1, and FIG. 10 is a central vertical sectional view of a retaining wall block of another embodiment, and FIG. 5 is a central vertical sectional view of a retaining wall block 20 of still another embodiment.

【0007】 擁壁ブロック1は、図1に示すように、2個のブロックピース1a、1bを可 撓帯4で接続一体化した構成となっている。ブロックピース1a、1bは垂直壁 部2と底版部3でL字状に形成され、垂直壁部に埋設された可撓帯4で接続一体 化されている。垂直壁部の外端面には連結金具5が片側2個合計4個設けられて いる。可撓板で接続された接続部分付近には、切欠面6が形成され、上方から見 るとV字状に切り欠かかれた形状をなし、可撓帯での折り曲げに支障ないように なっている。このような切欠は、ブロックの使用目的、必要折り曲げ角度により 適宜行われる。可撓帯4は、擁壁ブロック1の製造の際にコンクリートが硬化す る前にブロックに埋設されたもので、ステンレスの薄板でなり、両端を鉤状に折 り曲げて、引張り力が作用してもコンクリートから抜けにくいようになっている 。本実施例においては、図2に示すように、可撓帯4が垂直壁部2の全長に亘っ て埋設されているが、必ずしも全長である必要はなく、1部分であってもよい。As shown in FIG. 1, the retaining wall block 1 has a structure in which two block pieces 1 a and 1 b are connected and integrated by a flexible band 4. The block pieces 1a and 1b are formed in an L shape by the vertical wall portion 2 and the bottom plate portion 3, and are connected and integrated by a flexible band 4 embedded in the vertical wall portion. On the outer end surface of the vertical wall portion, two connecting fittings 5 are provided on each side, for a total of four. A notch surface 6 is formed near the connecting portion connected by a flexible plate, and it has a V-shaped notch shape when viewed from above, so that it does not interfere with bending at the flexible band. There is. Such notches are appropriately formed depending on the purpose of use of the block and the required bending angle. The flexible band 4 is embedded in the retaining wall block 1 before the concrete hardens when it is manufactured. The flexible band 4 is made of a thin stainless plate, and both ends are bent into a hook shape so that tensile force acts Even so, it is hard to come off from the concrete. In this embodiment, as shown in FIG. 2, the flexible band 4 is embedded over the entire length of the vertical wall portion 2, but it does not necessarily have to be the entire length and may be one portion.

【0008】 擁壁ブロック1をカーブ施工に用いた場合、図3に示すように、可撓帯4にお いて現場に合った折り曲げ角度で折り曲げて敷設する。連結部分7では直線状に 密着して連結できるので、連結金具は特殊なものとする必要がなく、通常の直線 施工時に用いるものを使用できる。When the retaining wall block 1 is used for curve construction, as shown in FIG. 3, the flexible band 4 is bent and laid at a bending angle suitable for the site. Since the connecting portion 7 can be connected in a straight line in close contact with each other, the connecting metal fitting does not need to be special, and the one used for normal linear construction can be used.

【0009】 図4に示すのは、乙字状擁壁ブロックに本考案を適用したものである。擁壁ブ ロック10は垂直壁部11、底版部12および床板部13で乙字状をなす。この ような形状の2個のブロックピースが垂直壁部に埋設された可撓帯14で接続一 体化されている。図5に示すのは、コ字状擁壁ブロックに本考案を適用したもの である。擁壁ブロック20は垂直壁部21、底版部22および床板部23でコ字 状をなす。このような形状の2個のブロックピースが垂直壁部に埋設された可撓 帯24で接続一体化されている。FIG. 4 shows the present invention applied to a B-shaped retaining wall block. The retaining wall block 10 has a vertical wall portion 11, a bottom plate portion 12 and a floor plate portion 13 and has an O shape. The two block pieces having such a shape are connected and integrated by the flexible band 14 embedded in the vertical wall portion. FIG. 5 shows the present invention applied to a U-shaped retaining wall block. The retaining wall block 20 comprises a vertical wall portion 21, a bottom slab portion 22, and a floor plate portion 23, which are U-shaped. Two block pieces having such a shape are connected and integrated by a flexible band 24 embedded in the vertical wall portion.

【0010】[0010]

【考案の効果】[Effect of the device]

本考案擁壁ブロックは、可撓帯で折り曲げることにより自由な角度で折り曲げ ることができるから、現場の曲がり角度に合わせて特殊なブロックや連結金具を 製作する必要がなく、敷設作業も容易である。連結は、直線部分とまったく同様 に連結金具を用いて堅固に連結できる。 Since the retaining wall block of the present invention can be bent at any angle by bending it with a flexible band, it is not necessary to manufacture a special block or connecting fitting according to the bending angle of the site, and the laying work is easy. is there. The connection can be firmly connected using the connecting metal fittings just like the straight part.

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

【図1】擁壁ブロック1の斜視図である。FIG. 1 is a perspective view of a retaining wall block 1.

【図2】擁壁ブロック1の中央縦断面図である。FIG. 2 is a central longitudinal sectional view of a retaining wall block 1.

【図3】擁壁ブロック1の施工例を示す説明図である。FIG. 3 is an explanatory view showing a construction example of the retaining wall block 1.

【図4】擁壁ブロック10の中央縦断面図である。FIG. 4 is a central vertical cross-sectional view of the retaining wall block 10.

【図5】擁壁ブロック20の中央縦断面図である。5 is a central vertical cross-sectional view of the retaining wall block 20. FIG.

【符号の説明】[Explanation of symbols]

1 擁壁ブロック 1a ブロックピース 1b ブロックピース 2 垂直壁部 3 底版部 4 可撓帯 5 連結金具 6 切欠面 7 連結部分 10 擁壁ブロック 11 垂直壁部 12 底版部 13 床板部 14 可撓帯 20 擁壁ブロック 21 垂直壁部 22 底版部 23 床板部 24 可撓帯 DESCRIPTION OF SYMBOLS 1 Retaining wall block 1a Block piece 1b Block piece 2 Vertical wall part 3 Bottom plate part 4 Flexible band 5 Connecting metal fitting 6 Notch surface 7 Connecting part 10 Retaining wall block 11 Vertical wall part 12 Bottom plate part 13 Floor board part 14 Flexible band 20 Retaining Wall block 21 Vertical wall part 22 Bottom plate part 23 Floor plate part 24 Flexible band

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 垂直壁部と底版部とを有する2個のブロ
ックピースを垂直壁部に埋設した可撓帯で接続一体化し
折り曲げ自在に形成したことを特徴とする擁壁ブロック
1. A retaining wall block characterized in that two block pieces each having a vertical wall portion and a bottom slab portion are connected and integrated by a flexible band embedded in the vertical wall portion so as to be bendable.
JP1992044069U 1992-06-03 1992-06-03 Retaining wall block Expired - Lifetime JPH089229Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1992044069U JPH089229Y2 (en) 1992-06-03 1992-06-03 Retaining wall block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1992044069U JPH089229Y2 (en) 1992-06-03 1992-06-03 Retaining wall block

Publications (2)

Publication Number Publication Date
JPH0596142U true JPH0596142U (en) 1993-12-27
JPH089229Y2 JPH089229Y2 (en) 1996-03-13

Family

ID=12681345

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1992044069U Expired - Lifetime JPH089229Y2 (en) 1992-06-03 1992-06-03 Retaining wall block

Country Status (1)

Country Link
JP (1) JPH089229Y2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007247388A (en) * 2006-02-15 2007-09-27 Ooike Co Ltd Concrete product and its production method
JP2010261168A (en) * 2009-04-30 2010-11-18 Yamau Co Ltd Retaining wall block for corner and method of constructing the same

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4219861Y1 (en) * 1964-07-31 1967-11-17
JPS53110432A (en) * 1977-03-09 1978-09-27 Hitachi Ltd Correction and utilization system for diagram information
JPS5528637U (en) * 1978-08-14 1980-02-25

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4219861Y1 (en) * 1964-07-31 1967-11-17
JPS53110432A (en) * 1977-03-09 1978-09-27 Hitachi Ltd Correction and utilization system for diagram information
JPS5528637U (en) * 1978-08-14 1980-02-25

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007247388A (en) * 2006-02-15 2007-09-27 Ooike Co Ltd Concrete product and its production method
JP4696084B2 (en) * 2006-02-15 2011-06-08 株式会社オーイケ Retaining wall construction method, concrete product and manufacturing method thereof
JP2010261168A (en) * 2009-04-30 2010-11-18 Yamau Co Ltd Retaining wall block for corner and method of constructing the same

Also Published As

Publication number Publication date
JPH089229Y2 (en) 1996-03-13

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