JPS6015773B2 - like wall - Google Patents
like wallInfo
- Publication number
- JPS6015773B2 JPS6015773B2 JP7322681A JP7322681A JPS6015773B2 JP S6015773 B2 JPS6015773 B2 JP S6015773B2 JP 7322681 A JP7322681 A JP 7322681A JP 7322681 A JP7322681 A JP 7322681A JP S6015773 B2 JPS6015773 B2 JP S6015773B2
- Authority
- JP
- Japan
- Prior art keywords
- slope
- block
- concrete
- stone
- main wall
- 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.)
- Expired
Links
- 239000004575 stone Substances 0.000 claims description 16
- 239000004567 concrete Substances 0.000 claims description 12
- 241001070941 Castanea Species 0.000 claims description 7
- 235000014036 Castanea Nutrition 0.000 claims description 7
- 239000011150 reinforced concrete Substances 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 6
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 239000011435 rock Substances 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 229910052742 iron Inorganic materials 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 244000062793 Sorghum vulgare Species 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000002262 irrigation Effects 0.000 description 1
- 238000003973 irrigation Methods 0.000 description 1
- 235000019713 millet Nutrition 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0283—Retaining or protecting walls characterised by constructional features of mixed type
Landscapes
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Retaining Walls (AREA)
Description
【発明の詳細な説明】
この発明は、主として土或いは欧岩の切取りのり面を保
護するよう壁に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates primarily to a wall for protecting a cut slope of earth or rock.
従来、このような切取りのり面の保護には、石垣や小型
のコンクリートブロックを積んだり、全面をコンクリー
ト壁で覆うことなどが行われていた。Traditionally, such cut-off slopes have been protected by stacking stone walls, small concrete blocks, or by covering the entire surface with concrete walls.
しかし、石垣やコンクリートブロック積みは箸るしく人
手を要することに加えて強度が十分でなく、コンクリー
ト壁は切取り面とのなじみが悪いことによって崩壊する
おそれがあることに加え、極めて無味乾燥である。この
発明は、特殊な大型の鉄筋コンクリートブロックを用い
ることにより、能率よく、かつ切取り面ともなじみも良
好にこれを覆い、必要に応じ植樹壇をも設けることがで
きるよう壁を実現することを目的とする。However, stone walls and concrete block masonry require a lot of manual labor and are not strong enough, and concrete walls have a risk of collapsing due to poor conformity with the cut surface, and are extremely bland. . The purpose of this invention is to use a special large-sized reinforced concrete block to cover the cut surface efficiently and to fit well with the cut surface, and to create a wall that can also be used as a planting bed if necessary. do.
次に、この発明を図示の実施例に基いて説明する。Next, the present invention will be explained based on illustrated embodiments.
第1図において、1は功取りのり面、2及び3はのり面
1の前面に積重ねてもたせかけた上段ブロック及び最下
段ブロックである。In FIG. 1, reference numeral 1 denotes a slope, and 2 and 3 denote an upper block and a lowermost block stacked against the front of the slope 1.
各ブロックは2〜3仇の高さを有するので、のり面1の
高さが大であるときは上段ブロック2と同形のブロック
を更に積上げることになる。上段ブロック2は、第2図
乃至第5図に示すように、頂板21及び底板22と主壁
23とが鉄筋コンクリートにより1字形をなすように一
体に形成されている。Since each block has a height of 2 to 3 feet, when the height of the slope 1 is large, more blocks of the same shape as the upper block 2 are stacked. As shown in FIGS. 2 to 5, the upper block 2 includes a top plate 21, a bottom plate 22, and a main wall 23, which are integrally formed with reinforced concrete to form a single character shape.
そして、頂板21及び底板22にはそれぞれ同形の隆条
24及び凹溝25が王壁23と平行に設けられ、更に頂
板21及び底板22の後部にはそれぞれ同形の切欠き2
6,26,26及び27,27,27が形成されている
。壬壁23には、前後に貫通するアンカー孔28及び水
抜孔29a,29b,29cが適所に穿談されている。
下段ブロック3も、第6図乃至第8図に示すように、頂
板31及び底板32と主壁33とが鉄筋コンクリートに
より一体に形成されている。The top plate 21 and the bottom plate 22 are provided with ridges 24 and grooves 25 of the same shape, respectively, in parallel with the king wall 23, and the rear of the top plate 21 and the bottom plate 22 are provided with cutouts 2 of the same shape, respectively.
6, 26, 26 and 27, 27, 27 are formed. An anchor hole 28 and drain holes 29a, 29b, and 29c are punched in appropriate positions in the bottom wall 23, passing through the front and back.
As shown in FIGS. 6 to 8, the lower block 3 also has a top plate 31, a bottom plate 32, and a main wall 33 integrally formed of reinforced concrete.
そして頂板31‘ま上段ブロック21の頂板隆条24と
同形の隆条34と、頂板切欠き26と同形の切欠き35
,35,35とを有し、主壁33にはアンカー孔36及
び水抜孔37a,37b,37cが貫通している。底板
32の前緑からは下方へ突起37が突出する。再び第1
図において、のり面1の下方に溝4が掘削され、その中
に砕石または栗石5が込められ、その上に下段ブ。The top plate 31' has a ridge 34 having the same shape as the top plate ridge 24 of the upper block 21, and a notch 35 having the same shape as the top plate notch 26.
, 35, 35, and an anchor hole 36 and drain holes 37a, 37b, 37c pass through the main wall 33. A projection 37 projects downward from the front green of the bottom plate 32. 1st again
In the figure, a groove 4 is excavated below the slope 1, crushed stone or chestnut stone 5 is poured into the groove, and a lower tier is placed on top of the groove 4.
ック3の底板32が層かれ、必要に応じアンカー孔36
を通してのり面1にアンカー38が打込まれる。そして
、主壁33とのり面1との間隙には、上板31の切欠き
35を通して最下部水抜孔37cの高さまでコンクリー
ト6を充填し、それから上方には切欠き35を通して砕
石または栗石7を充填する。上段ブロック2は、その底
板22の凹溝25を下段ブロック上板31の隆条34に
係合させて下段ブロック3上に積み、その底板22を下
段ブロック上板31にボルト(図示せず)によって結合
し、必要に応じアンカー孔28を通してのり面1にアン
カー30を打込む。The bottom plate 32 of the rack 3 is layered, and the anchor holes 36 are inserted as necessary.
The anchor 38 is driven into the slope surface 1 through it. Then, the gap between the main wall 33 and the slope 1 is filled with concrete 6 through the notch 35 of the upper plate 31 up to the height of the lowest drainage hole 37c, and then crushed stone or chestnut stone 7 is poured upward through the notch 35. Fill. The upper block 2 is stacked on the lower block 3 by engaging the groove 25 of the bottom plate 22 with the ridge 34 of the lower block upper plate 31, and attaching the bottom plate 22 to the lower block upper plate 31 using bolts (not shown). and then drive the anchor 30 into the slope surface 1 through the anchor hole 28 as necessary.
そして、主壁23とのり面1との間隙に、切欠き26を
通して最下部水抜孔29cの高さまでのコンクリート8
の充填と、それから上方の砕石または粟石9の充填とを
行う。最後に、最上段ブロック2の頂板21の上面を、
のり面1の頂部の高さまでコンクリート10で覆う。Concrete 8 is then passed through the notch 26 into the gap between the main wall 23 and the slope 1 to the height of the lowest drainage hole 29c.
and then filling with crushed stone or millet 9 above. Finally, the top surface of the top plate 21 of the top block 2 is
Cover the slope 1 with concrete 10 up to the height of the top.
なお、11及び12は各ブロックの最下部水抜孔29c
及び37cから前方へ伸びる排水管、13はのり面1の
下方の地面に設けた排水溝である。第1図示のように植
樹簿14,15を設ける場合には、各ブロックの底板2
2,32の前縁に沿って鉄棚16,17をそれぞれ楯立
し、その内側に合成樹脂板等を置いた上で土壌18,1
9をそれぞれ収容して、植樹を行う。In addition, 11 and 12 are the lowest drainage holes 29c of each block.
and a drainage pipe extending forward from 37c, and 13 is a drainage ditch provided in the ground below the slope 1. When installing tree planting registers 14 and 15 as shown in the first diagram, the bottom plate 2 of each block
Iron shelves 16 and 17 are set up along the front edges of soils 18 and 1, respectively, and synthetic resin boards are placed inside them, and then soil 18 and 1 are placed.
9 will be accommodated and trees will be planted.
そして、頂部コンクリートー0‘こ設けた潅水溝41か
ら各ブロックの切欠き26,27,35を通りその背面
に沿って導水管42を設置し、導水管42の端末を水抜
孔29b及び37bを通して土壌18,19中にそれぞ
れ開口させる。なお、前述の排水管11,12は、鉄柵
16,17よりも更に前方へ突出して開□している。上
述の施工は、予め工場で作ったブロックを作業現場へ運
搬し、起重機を用いて積上げることにより、少人数で能
率良く行うことができる。また、作業に際しては、ブロ
ック背後空間の大きさが頂板と庭坂とによって規定され
るので、砕石または栗石の層の厚さを常に適正に保つこ
とができる。上述のブロックによるのり面被覆は、切取
りのり面を大気に直接さらさぬように被覆工として作用
すると共に、のり面からの土庄を受留める。Then, a water conduit 42 is installed along the back side of each block from the irrigation groove 41 provided in the concrete top through the notches 26, 27, and 35, and the ends of the water conduit 42 are passed through the drainage holes 29b and 37b. Openings are made into soils 18 and 19, respectively. The drain pipes 11 and 12 mentioned above protrude further forward than the iron fences 16 and 17 and are open. The above-mentioned construction can be carried out efficiently by a small number of people by transporting blocks made in advance at a factory to the work site and piling them up using a hoist. Furthermore, during work, since the size of the space behind the block is defined by the top plate and the garden slope, the thickness of the layer of crushed stone or chestnut stone can always be maintained at an appropriate thickness. The slope surface covering with the above-mentioned blocks acts as a covering to prevent the cut slope surface from being directly exposed to the atmosphere, and at the same time, it also absorbs dirt from the slope surface.
そして、各ブロック毎に独立して背後に砕石または栗石
の層を設けているので、のり面とのなじみが良好で、効
果的に土庄を軽減すると共に排水が行われる。従って、
崩壊し易い欧岩や風化し易い岩石切取り面の保護に好適
である。また、完成したよう壁に加わる曲げモーメント
は、各ブロック毎に分断されるので、各ブロックの補強
に要する鉄筋は、従来のコンクリート被覆に較べて箸る
しく細くかつ少量で足りる。Furthermore, since each block is independently provided with a layer of crushed stone or chestnut stone behind it, it blends well with the slope, effectively reducing mudslides and draining water. Therefore,
Suitable for protecting rocks that are prone to collapse and cut surfaces of rocks that are easily weathered. In addition, since the bending moment applied to the completed wall is divided into each block, the reinforcing bars required for reinforcing each block are much thinner and smaller than conventional concrete coverings.
しかし、最下段ブロックは底板の突起37が地盤に喰込
み、かつ積重ねたブロック同士は凹溝25と隆条24,
34で係合しているので、前方へせり出して崩壊するお
それは無い。なお、植樹壇は、底板22,32の前方へ
伸延した部分を利用してその上に設けることができ、こ
れによりコンクリートのみによる無味乾燥な外観を改善
することができる。However, the protrusion 37 of the bottom plate of the bottom block digs into the ground, and the stacked blocks have grooves 25 and ridges 24,
34, so there is no risk of it protruding forward and collapsing. Note that the tree planting bed can be provided on the bottom plates 22, 32 by using the forwardly extending portions thereof, thereby improving the bland appearance caused by only concrete.
この植樹壇は、排水管によりよう壁背後からの多量の水
が流入するのを防止されており、必要に応じ漣水溝41
から安全に濯水できるので、樹木の管理が容易である。
以上のように、この発明によるときは、切取りのり面に
対して十分な厚さの栗石等の層を設置しながら、のり面
とのなじみが良好で強固なよう墜を安価に能率良く築造
できるのである。A drainage pipe prevents a large amount of water from flowing into the planting bed from behind the garden wall, and a drainage ditch 41 is installed as necessary.
Since the trees can be safely rinsed with water, it is easy to manage the trees.
As described above, according to the present invention, while installing a layer of chestnut stone or the like of sufficient thickness on the cut slope surface, it is possible to inexpensively and efficiently construct a slope that is strong and blends well with the slope surface. It is.
第1図はこの発明の実施例の縦断面図、第2図は同実施
例に使用する上段ブロックの正面図、第3図はその縦断
面図、第4図はその平面図、第5図はその底面図、第6
図は同実施例に使用する下段ブロックの正面図、第7図
はその縦断面図、第8図はその平面図である。
1・・・・・・切取りのり面、2・・・・・・上段ブロ
ック、3…・・・下段ブロック、6及び8・・・・・・
コンクリート、7及び9・・・・・・砕石または栗石、
21及び31・・・・・・頂板、22及び32・・・・
・・底板、23及び33・・・・・・王壁、24及び3
4・・…・隆条、25・・・・・・凹溝、29a〜29
c及び378〜37c・・・・・・水抜き孔。
才′図オ2図
オ3図
才4図
才3図
オ5図
オ7図
オ8図Fig. 1 is a longitudinal sectional view of an embodiment of the present invention, Fig. 2 is a front view of an upper block used in the embodiment, Fig. 3 is a longitudinal sectional view thereof, Fig. 4 is a plan view thereof, and Fig. 5. is its bottom view, No. 6
The figure is a front view of the lower block used in the same embodiment, FIG. 7 is a longitudinal sectional view thereof, and FIG. 8 is a plan view thereof. 1... Cutting slope, 2... Upper block, 3... Lower block, 6 and 8...
Concrete, 7 and 9...crushed stone or chestnut stone,
21 and 31...Top plate, 22 and 32...
...Bottom plate, 23 and 33...King wall, 24 and 3
4... Ridge, 25... Concave groove, 29a-29
c and 378-37c... water drain hole. Figure O 2 Figure O 3 Figure 4 Figure 3 Figure O 5 Figure O 7 Figure O 8
Claims (1)
を断面がI字形をなすように一体に形成した鉄筋コンク
リートブロツクを、上記頂板及び底板の後縁を切取りの
り面にもたせかけて積重ね、上記各ブロツク同士は相接
する頂板及び底板の一方に形成した突部を他方に形成し
た凹部に係合させ、上記主壁と上記のり面との間隙には
上記水抜孔の最下方のものの高さまでコンクリートを充
填すると共にそれから上方には砕石または栗石を充填し
てなるよう壁。1. Reinforced concrete blocks with top and bottom plates integrally formed so that the cross section forms an I-shape are stacked on top and bottom of the main wall with drainage holes drilled in appropriate locations, with the trailing edges of the top and bottom plates cut out and leaning against the slope. , each of the above blocks has a protrusion formed on one of the adjoining top plate and bottom plate engaged with a recess formed on the other, and a gap between the main wall and the slope is provided with the lowermost drain hole. Walls are filled with concrete up to the height and then filled with crushed stone or chestnut stone above.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7322681A JPS6015773B2 (en) | 1981-05-14 | 1981-05-14 | like wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7322681A JPS6015773B2 (en) | 1981-05-14 | 1981-05-14 | like wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS57187431A JPS57187431A (en) | 1982-11-18 |
| JPS6015773B2 true JPS6015773B2 (en) | 1985-04-22 |
Family
ID=13512048
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7322681A Expired JPS6015773B2 (en) | 1981-05-14 | 1981-05-14 | like wall |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6015773B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100468035B1 (en) * | 2002-06-19 | 2005-01-27 | 주식회사 도담이앤씨 | A Precast Concrete Block for Retaining-Wall and Construction Method of Retaining-Wall for using Top-down Method |
| KR100697637B1 (en) | 2006-08-07 | 2007-03-20 | (주) 에이엔에스건축사사무소 | Eco-Friendly Retaining Walls for Building Complexes |
-
1981
- 1981-05-14 JP JP7322681A patent/JPS6015773B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS57187431A (en) | 1982-11-18 |
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