JPH1054020A - Earth retaining block wall - Google Patents

Earth retaining block wall

Info

Publication number
JPH1054020A
JPH1054020A JP22927996A JP22927996A JPH1054020A JP H1054020 A JPH1054020 A JP H1054020A JP 22927996 A JP22927996 A JP 22927996A JP 22927996 A JP22927996 A JP 22927996A JP H1054020 A JPH1054020 A JP H1054020A
Authority
JP
Japan
Prior art keywords
vertical grooves
block
shaped
steel
exposed
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
JP22927996A
Other languages
Japanese (ja)
Other versions
JP3096894B2 (en
Inventor
Kunihiko Matsumoto
邦彦 松本
Kazuo Narita
和男 成田
Daisuke Nitta
大介 新田
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.)
KYOWA CONCRETE KOGYO KK
Original Assignee
KYOWA 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 KYOWA CONCRETE KOGYO KK filed Critical KYOWA CONCRETE KOGYO KK
Priority to JP08229279A priority Critical patent/JP3096894B2/en
Publication of JPH1054020A publication Critical patent/JPH1054020A/en
Application granted granted Critical
Publication of JP3096894B2 publication Critical patent/JP3096894B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Revetment (AREA)

Abstract

PROBLEM TO BE SOLVED: To prevent the metallic face of an H-shaped steel from being exposed to reduce the corrosion thereof, by erecting steel columns with an H-shaped section at every certain distance so as to oppositely arrange the opened sides and fitting the vertical grooves of square blocks forming the vertical grooves at both right and left side faces thereof, between the front flanges of the oppositely arranged H-shaped steels. SOLUTION: Steel materials 1 with an H-shaped section, provided with four projected flanges 2, are erected at every certain distance so as to oppositely arrange the opened parts. The vertical grooves 4 of a square block 3 in which the vertical grooves are formed at both right and left side faces, are fitted between the front flanges 2, 2 of the H-shaped steel 1 and then the square blocks 3 are lowered to fit to the H-shaped steels and stack up. Accordingly, the surface of the square block is not exposed to the outside and also the H- shaped steel is not exposed to rain and wind. In this way, this block wall can be easily constructed and it gives a good appearance and further, it prevents corrosion and increases durability.

Description

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

【0001】[0001]

【発明に属する分野】本発明は、護岸、砂防工事等に際
して、鋼材、ブロック等の使用により容易に壁体を構成
して地山の安定化図るための土留ブロック壁に関するも
のである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a retaining block wall for easily stabilizing the ground by using a steel material, a block, or the like when revetment or sabo work is performed.

【0002】[0002]

【従来の技術】従来のH型鋼を使用して構築された土留
ブロック壁は、図7の正面図,図8の横断平面図に示し
たように、一定の間隔に打ち込んだH型鋼の鍔片間に、
コンクリート製の平板を嵌合して順次積上げて壁体を構
成していた。
2. Description of the Prior Art As shown in a front view of FIG. 7 and a cross-sectional plan view of FIG. Between,
The walls were constructed by fitting concrete flat plates and sequentially stacking them.

【0003】[0003]

【発明が解決しようとする課題】前記の従来の土留ブロ
ック壁に関するものは、H型鋼の鍔片間に、コンクリー
ト製の平板を嵌合して順次積上げて構成するものである
ので、H型鋼の金属面が見えて景観上から見ても好まし
くなく、金属面が錆び永い年月にわたり腐食して強度を
失い崩壊してしまう不都合があった。
The above-mentioned conventional earth retaining block wall is constituted by fitting concrete flat plates between H-shaped steel flange pieces and successively stacking them. The metal surface can be seen and it is not preferable from the viewpoint of the scenery, and there has been a problem that the metal surface is rusted and corroded over a long period of time, losing strength and collapsing.

【0004】[0004]

【課題を解決するための手段】そこで本発明は、前記の
不都合を解消するために提案されたものであり、その構
成は、断面H型鋼を開放部を対向して一定の間隔に立設
し、方形ブロックの左右側面には縦溝を形成し、該縦溝
を、対設したH型鋼の前部鍔片間に嵌合したものであ
る。
SUMMARY OF THE INVENTION The present invention has been proposed to solve the above-mentioned inconvenience, and has a structure in which an H-section steel is provided upright at a predetermined interval with open portions opposed to each other. A vertical groove is formed on the left and right side surfaces of the rectangular block, and the vertical groove is fitted between opposed front flange pieces of the H-shaped steel.

【0005】[0005]

【発明の実施の形態】本発明を図面について詳細に説明
する。図1乃至図3は本発明の土留ブロック壁を示した
ものであり、1は断面H型鋼であり、4枚の鍔片2が突
出している。そのような断面H型鋼1を、その開放部を
対向して一定の間隔に立設する。3は、本発明に使用さ
れるコンクリートのブロックを示したものであり、普通
のコンクリート、発泡コンクリート、軽量骨材を混入し
たポーラスコンクリート等に形成されている。4は、ブ
ロック3の両側面に形成した縦溝であり、発泡コンクリ
ート、ポーラスコンクリート等の強度の弱いコンクリー
トで製作されている場合は、縦溝4を金属板や合成樹脂
板、FRP等による補強板5で一体に被覆し補強してい
る。
BRIEF DESCRIPTION OF THE DRAWINGS The invention will be described in detail with reference to the drawings. 1 to 3 show an earth retaining block wall according to the present invention, in which 1 is an H-section steel, and four flange pieces 2 protrude. Such an H-section steel 1 is erected at regular intervals with its open portions facing each other. Reference numeral 3 denotes a concrete block used in the present invention, which is formed of ordinary concrete, foamed concrete, porous concrete mixed with lightweight aggregate, and the like. Numerals 4 are vertical grooves formed on both side surfaces of the block 3. When the vertical grooves 4 are made of low-strength concrete such as foam concrete or porous concrete, the vertical grooves 4 are reinforced by a metal plate, a synthetic resin plate, FRP or the like. The plate 5 is integrally covered and reinforced.

【0006】そして本発明は、断面H型鋼1の開放部を
対向して一定の間隔に立設した断面H型鋼1の前後の鍔
片2,2の開放部に、ブロック3の後部を嵌合すると、
同時に断面H型鋼1の前部の鍔片2を嵌合して、ブロッ
クを降下し、順次ブロック3を断面H型鋼1嵌合して積
み上げるものである。
According to the present invention, the rear portion of the block 3 is fitted to the open portions of the front and rear flange pieces 2 and 2 of the H-section steel 1 in which the open portions of the H-section steel 1 are opposed to each other with a predetermined interval therebetween. Then
At the same time, the front flange piece 2 of the H-section steel 1 is fitted, the block is lowered, and the blocks 3 are sequentially fitted with the H-section steel 1 and stacked.

【0007】[0007]

【発明の効果】本発明は、前記のように、ブロックの両
端に設けられた縦溝4を、対設された断面H型鋼1の後
方の鍔片2,2間に嵌合することを順次繰り返して積み
上げるので、容易に施工でき、ブロックの表面は外部に
表れることなく優美であるし、ブロックは両側が縦溝4
で鍔片2に引掛っているので、妄りに飛び出ることなく
強固な壁体を構成する。また、断面H型鋼1は風雨に曝
されることなく腐食も少なく長期の使用に耐える等の効
果を奏するものである。
According to the present invention, as described above, the vertical grooves 4 provided at both ends of the block are sequentially fitted between the flange pieces 2 and 2 behind the opposed H-section steel 1. Since it is repeatedly piled up, it can be easily constructed, the surface of the block is graceful without being exposed to the outside, and the block has flutes 4 on both sides.
, So that it forms a strong wall without sneaking out. In addition, the H-section steel 1 exhibits effects such as being less exposed to wind and rain, less corrosive and enduring long-term use.

【0008】なお、ブロック3を発泡コンクリート、軽
量骨材を混入したポーラスコンクリート等に形成した場
合は、壁面の背面の盛土に含まれる水分は、ブロック3
の内部に浸透し前面から排出され、表面には苔等の植物
が繁成しやすく、また、壁面の表面には種子が付着し、
発芽した植物により覆われ自然の環境を構成する。ま
た、ブロックの表面を擬石状に構成することによってあ
たかも自然石を積み上げた状態を構成するし、擬石間に
は土砂が充填され、これによっても植物が成長し自然環
境となる。
When the block 3 is formed of foamed concrete, porous concrete mixed with lightweight aggregate, or the like, the water contained in the embankment on the back of the wall will not be covered by the block 3.
It penetrates inside and is discharged from the front, plants such as moss easily grow on the surface, and seeds adhere to the surface of the wall,
It is covered by germinated plants and forms a natural environment. In addition, the surface of the block is formed into a pseudo-stone shape, as if natural stones are piled up, and the space between the pseudo-stones is filled with earth and sand, whereby plants grow and become a natural environment.

【0009】また、ブロック3の左右両側及び縦溝4の
外周を金属板や合成樹脂板、FRP等による補強板5で
一体に被覆すれば、該部は補強され、ブロック3の端部
の欠損が防止されるものである。
If the left and right sides of the block 3 and the outer periphery of the vertical groove 4 are integrally covered with a reinforcing plate 5 made of a metal plate, a synthetic resin plate, FRP or the like, the portion is reinforced and the end of the block 3 is damaged. Is prevented.

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

【図1】本発明の土留ブロック壁の正面図FIG. 1 is a front view of a retaining block wall according to the present invention.

【図2】その横断平面図FIG. 2 is a cross-sectional plan view thereof.

【図3】その縦断側面図FIG. 3 is a longitudinal side view thereof.

【図4】本発明に使用するブロックの斜視図FIG. 4 is a perspective view of a block used in the present invention.

【図5】その平面図FIG. 5 is a plan view thereof.

【図6】その側面図FIG. 6 is a side view thereof.

【図7】従来のブロック壁体の正面図FIG. 7 is a front view of a conventional block wall.

【図8】その横断平面図FIG. 8 is a cross-sectional plan view thereof.

【符号の説明】[Explanation of symbols]

1 断面H型鋼 2 鍔片 3 ブロック 4 縦溝 DESCRIPTION OF SYMBOLS 1 Section H-section steel 2 Flange piece 3 Block 4 Vertical groove

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 断面H型鋼を開放部を対向して一定の間
隔に立設し、方形ブロックの左右側面には縦溝を形成
し、該縦溝を対設したH型鋼の前部鍔片間に嵌合したこ
とを特徴とした土留ブロック壁。
An H-shaped steel section is erected at regular intervals with open portions facing each other, vertical grooves are formed on left and right side surfaces of a rectangular block, and a front flange piece of the H-section steel having the vertical grooves opposed to each other. A retaining block wall characterized by being fitted between the blocks.
JP08229279A 1996-08-12 1996-08-12 Earth retaining block wall Expired - Fee Related JP3096894B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP08229279A JP3096894B2 (en) 1996-08-12 1996-08-12 Earth retaining block wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP08229279A JP3096894B2 (en) 1996-08-12 1996-08-12 Earth retaining block wall

Publications (2)

Publication Number Publication Date
JPH1054020A true JPH1054020A (en) 1998-02-24
JP3096894B2 JP3096894B2 (en) 2000-10-10

Family

ID=16889632

Family Applications (1)

Application Number Title Priority Date Filing Date
JP08229279A Expired - Fee Related JP3096894B2 (en) 1996-08-12 1996-08-12 Earth retaining block wall

Country Status (1)

Country Link
JP (1) JP3096894B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017218751A (en) * 2016-06-05 2017-12-14 六郎 海野 Concrete assembly retaining wall
JP2018178420A (en) * 2017-04-05 2018-11-15 国立大学法人豊橋技術科学大学 Retaining wall construction method and cutting panel and connecting panel

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017218751A (en) * 2016-06-05 2017-12-14 六郎 海野 Concrete assembly retaining wall
JP2018178420A (en) * 2017-04-05 2018-11-15 国立大学法人豊橋技術科学大学 Retaining wall construction method and cutting panel and connecting panel

Also Published As

Publication number Publication date
JP3096894B2 (en) 2000-10-10

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