JPH1054020A - Earth retaining block wall - Google Patents
Earth retaining block wallInfo
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 22
- 239000010959 steel Substances 0.000 claims abstract description 22
- 239000000463 material Substances 0.000 abstract description 2
- 230000007797 corrosion Effects 0.000 abstract 2
- 238000005260 corrosion Methods 0.000 abstract 2
- 239000004567 concrete Substances 0.000 description 8
- 239000002184 metal Substances 0.000 description 4
- 239000011381 foam concrete Substances 0.000 description 3
- 239000004575 stone Substances 0.000 description 3
- 229920003002 synthetic resin Polymers 0.000 description 2
- 239000000057 synthetic resin Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Revetment (AREA)
Abstract
Description
【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.
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)
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.
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)
| 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 |
-
1996
- 1996-08-12 JP JP08229279A patent/JP3096894B2/en not_active Expired - Fee Related
Cited By (2)
| 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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