JP3236830B2 - Reservoir and structural wall for retaining formed by it - Google Patents
Reservoir and structural wall for retaining formed by itInfo
- Publication number
- JP3236830B2 JP3236830B2 JP06652799A JP6652799A JP3236830B2 JP 3236830 B2 JP3236830 B2 JP 3236830B2 JP 06652799 A JP06652799 A JP 06652799A JP 6652799 A JP6652799 A JP 6652799A JP 3236830 B2 JP3236830 B2 JP 3236830B2
- Authority
- JP
- Japan
- Prior art keywords
- net
- retaining
- earth
- basket
- along
- 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 - Fee Related
Links
- 239000000463 material Substances 0.000 claims description 60
- 239000002689 soil Substances 0.000 claims description 35
- 239000002023 wood Substances 0.000 claims description 6
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 4
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 4
- 241001330002 Bambuseae Species 0.000 claims description 4
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 4
- 239000011425 bamboo Substances 0.000 claims description 4
- 230000001419 dependent effect Effects 0.000 claims 4
- 230000000694 effects Effects 0.000 description 13
- 238000009434 installation Methods 0.000 description 7
- 239000004576 sand Substances 0.000 description 6
- 241000196324 Embryophyta Species 0.000 description 5
- 230000001737 promoting effect Effects 0.000 description 3
- 230000007774 longterm Effects 0.000 description 2
- 235000015097 nutrients Nutrition 0.000 description 2
- 241001070941 Castanea Species 0.000 description 1
- 235000014036 Castanea Nutrition 0.000 description 1
- 244000273256 Phragmites communis Species 0.000 description 1
- 235000014676 Phragmites communis Nutrition 0.000 description 1
- 241000218998 Salicaceae Species 0.000 description 1
- CDBYLPFSWZWCQE-UHFFFAOYSA-L Sodium Carbonate Chemical compound [Na+].[Na+].[O-]C([O-])=O CDBYLPFSWZWCQE-UHFFFAOYSA-L 0.000 description 1
- 241000270666 Testudines Species 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 229910003460 diamond Inorganic materials 0.000 description 1
- 239000010432 diamond Substances 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- -1 logs Substances 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、傾斜地などの土留
工事に使用する土留篭とそれにより形成した土留用構造
壁とに関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an earth retaining basket used for earth retaining work on a slope or the like, and an earth retaining structural wall formed thereby.
【0002】[0002]
【従来の技術】従来より一般に、土地開発や森林開発等
に伴う傾斜地などの土留工事には金網製の土留篭が使用
され、この土留篭内に土石類を充填して斜面等に設置す
るようにしている。2. Description of the Related Art Conventionally, a wire cage made of wire mesh is used for soil retaining work on sloped land associated with land development, forest development, and the like. The soil cage is filled with debris and installed on a slope or the like. I have to.
【0003】一方で、森林保全や林業振興のために間伐
材を有効利用することも強く要望されており、このた
め、上記土留篭と間伐材とを組み合わせて土留工事に使
用する試みもなされている。例えば、実開平3−482
67号公報には、土留篭の前面網の内側に複数の丸太材
を段積したものが開示されており、この土留篭内に土石
類を充填して現場に設置することにより、上記丸太材に
よる勝れた土留効果と、各丸太材の腐朽による植生緑化
の促進効果とを合わせて得ることができる。On the other hand, there is also a strong demand for effective use of thinned wood for forest preservation and promotion of forestry. For this reason, attempts have been made to use the above-mentioned soil retaining basket and thinned wood for soil retaining work. I have. For example, Japanese Utility Model 3-482
No. 67 discloses that a plurality of logs are stacked on the inside of a front net of an earthen basket, and the earthen basket is filled with mud and the like, and the log is installed at the site. And the effect of promoting vegetation greening due to the decay of each log can be obtained.
【0004】しかしながら、上記従来の土留篭は、前面
網の内側だけに丸太材を配置しているため、その内部に
現場の土砂や細かい石礫だけを充填するといったような
特殊な条件下で使用する場合に、土壌全体が一体化して
安定するまでの間、土圧によって土留篭が移動したり傾
いたりすることがないとも言えない。即ち、この種の土
留篭は通常、内部に栗石等を充填することを想定して比
較的目の粗い金網で形成されているため、その中に土砂
や細かい石礫だけを充填した場合、該土留篭の内外の土
壌が十分に固化し且つ一体化して該土留篭がしっかりと
固定されるまでの間は、移動し易い。特に、土留篭の前
面だけが丸太材で覆われて土圧が局部的に作用し易くな
っているため、この前面に大きな土圧が作用した場合
に、土留篭の後端部が強く引っ張られて前傾したり変移
するといったことが考えられる。[0004] However, since the above-mentioned conventional earthen basin has a log material arranged only inside the front net, it is used under special conditions such as filling the site only with soil and fine rubble at the site. In this case, it cannot be said that the earth retaining cage does not move or tilt due to earth pressure until the entire soil is integrated and stabilized. That is, since this kind of earth retaining basket is usually formed of a relatively coarse wire mesh assuming that the interior thereof is filled with chestnut stone or the like, when only earth and sand or fine gravels are filled therein, the above-mentioned earthen basket is not filled. It is easy to move until the soil inside and outside the earthen basin is sufficiently solidified and integrated and the earthen basin is firmly fixed. In particular, since only the front surface of the storage basket is covered with the log material and the earth pressure easily acts locally, when a large earth pressure acts on this front surface, the rear end of the storage basket is strongly pulled. It is conceivable that he leans forward or shifts.
【0005】[0005]
【発明が解決しようとする課題】本発明の技術的課題
は、内部に土砂や細かい石礫だけを充填して使用する場
合でも安定した設置状態と勝れた土留効果とを得ること
ができると同時に、植生緑化の促進効果をも合わせて得
ることができる土留篭を提供することにある。The technical problem of the present invention is that a stable installation state and a superior soil retaining effect can be obtained even when the inside is filled with only earth and sand or fine rubble. At the same time, an object of the present invention is to provide an earthen basin that can also obtain the effect of promoting vegetation greening.
【0006】[0006]
【課題を解決するための手段】上記課題を解決するため
本発明によれば、網状素材からなる底面網、前面網、後
面網、及び左右の側面網を備えた矩形の篭本体の内部
に、上記底面網と前面網及び後面網の3つの面網の内面
に沿ってそれぞれ、腐食性を有する植物製の土留材を、
各面網の網目を少なくとも部分的に塞ぐように配設した
ことを特徴とする土留篭が提供される。According to the present invention, there is provided a rectangular cage body having a bottom net, a front net, a rear net, and left and right side nets made of a net-like material. Along the inner surface of the three nets of the bottom net, the front net and the rear net, respectively, a plant-based soil retaining material having corrosiveness,
An earth retaining basket is provided, which is arranged so as to at least partially close a mesh of each of the screen nets.
【0007】上記構成を有する土留篭は、その内部に土
砂又は大小の石礫等を充填し、必要に応じて上面網を取
り付けた状態で現場に設置されるが、底面網と前面網及
び後面網の3つの面に沿ってそれぞれ植物製の土留材が
設けられ、複数の面に土留材を介して異なる方向の土圧
が作用するようになっているため、例えば前面網に前方
又は斜め下方に向けて土圧が作用しても、その作用力
は、底面網及び後面網に土留材を介して下方又は後方に
向けて作用する土圧による抵抗力によって打ち消され、
該土留篭が前方に移動したり、後方が持ち上がって前の
めり状態に傾倒するといったようなことがなく、設置状
態が安定して勝れた土留効果を発揮することができる。The earth retaining basket having the above-mentioned structure is installed at the site with its inside filled with earth and sand or large and small rubble and the like, and a top net is attached as necessary. A soil material made of plants is provided along each of the three surfaces of the net, and earth pressures in different directions are applied to the plurality of surfaces via the earth material. Even if the earth pressure acts toward, the acting force is counteracted by the resistance force by the earth pressure acting downward or backward through the earth retaining material on the bottom net and the rear net,
The retaining cage does not move forward, or the rear is lifted and tilted to the front turning state, and the installed retaining state can exhibit a superior retaining effect.
【0008】永年の使用により植物製の土留材が腐朽す
る頃には、周囲の土壌は一体化して安定するため、土留
材が腐朽しても土留機能は十分に維持される。逆に、腐
朽した土留材が栄養分となって植生緑化が促進されると
いう効果がある。[0008] When the soil material made of plants decay due to long-term use, the surrounding soil is integrated and stabilized, so that even if the soil material rots, the soil retaining function is sufficiently maintained. On the contrary, there is an effect that decayed soil material becomes a nutrient and vegetation greening is promoted.
【0009】本発明の一つの具体的な実施形態によれ
ば、上記土留材が木材又は竹材などの細長い棒状体から
なっていて、該棒状体が、上記各面網の内面に沿ってそ
れぞれ密に並設されている。According to one specific embodiment of the present invention, the earth retaining material is an elongated rod-shaped material such as wood or bamboo, and the rod-shaped material is densely packed along the inner surface of each of the screen nets. Are installed side by side.
【0010】本発明において好ましくは、前面網及び後
面網の少なくとも何れか一方の内面に沿って配設された
土留材の内側に、該土留材に作用する土圧を支持するた
めの抗圧手段が設けられる。[0010] In the present invention, preferably, a withstand means for supporting an earth pressure acting on the earth material inside the earth material disposed along at least one of the front net and the rear net. Is provided.
【0011】上記抗圧手段は、上記土留材の内側に沿っ
て立設する立杭と、該立杭を土留篭の内側から支持する
支持杭とで構成することができる。[0011] The pressure-resistant means can be constituted by a standing pile standing upright along the inside of the earth retaining material, and a supporting pile supporting the standing pile from inside the earth retaining basket.
【0012】本発明においては、上記前面網の内面に沿
って配設した土留材の内側に、充填した土石の流出を防
止するための、前面網より網目の細かい内網を添設する
ことが望ましい。In the present invention, an inner net having a finer mesh than that of the front net may be provided inside the earth retaining material arranged along the inner surface of the front net to prevent the filled debris from flowing out. desirable.
【0013】また、本発明によれば、上述した土留篭を
上下及び左右のうち少なくとも左右方向に複数個連設し
て形成した土留用構造壁が提供される。Further, according to the present invention, there is provided an earth retaining structure wall formed by connecting a plurality of the above earth retaining baskets in at least the right and left directions in the vertical and horizontal directions.
【0014】上記構造壁においては、各土留篭の前面網
及び後面網に沿って土留体としての棒状体を配設した場
合、その少なくとも一部を、隣接する2つの土留篭に跨
がって位置するように配設することが望ましい。このよ
うに、棒状体を隣接する土留篭間に跨がるように配設す
ることにより、隣接する土留篭同士を上記棒状体を介し
て前後方向の位置ずれに対して簡単且つ確実に結合する
ことができ、土留効果を一層高めることができる。In the above-mentioned structural wall, when a rod-shaped body as a retaining body is disposed along the front and rear nets of each retaining cage, at least a part thereof is straddled over two adjacent retaining cages. It is desirable to arrange so that it is located. In this manner, by disposing the rod-shaped members so as to straddle between the adjacent retaining cages, the adjacent retaining cages can be easily and reliably coupled to each other with respect to the displacement in the front-rear direction via the rod-shaped members. The soil retention effect can be further enhanced.
【0015】本発明の好ましい実施形態によれば、各土
留篭の前面網及び後面網の少なくとも何れか一方に沿っ
て段積した複数の棒状体列における、隣接する棒状体と
の間の継ぎ目が、上下段の棒状体列で互いに異なる位置
に配置されている。このように、棒状体の継ぎ目の位置
を上下段の棒状体列間において相互にずらすことによ
り、壁状に連なる各棒状体の一体感を高めてその強度を
高めることができると共に、各土留篭の設置強度を高め
ることができ、その結果、土留効果をより高めることが
できる。According to a preferred embodiment of the present invention, a seam between adjacent rods in a plurality of rod rows stacked along at least one of the front net and the rear net of each retaining cage is provided. , Are arranged at positions different from each other in the upper and lower bar rows. In this way, by shifting the positions of the seams of the rods mutually between the upper and lower rows of rods, the sense of unity of the rods connected in a wall shape can be enhanced and the strength thereof can be increased, and at the same time, each earth retaining basket can be improved. The installation strength can be increased, and as a result, the soil retaining effect can be further enhanced.
【0016】[0016]
【発明の実施の形態】図1は本発明に係る土留篭の好ま
しい一実施形態を例示するもので、この土留篭1は、底
面網2aと前面網2b、後面網2c、及び左右の側面網
2d,2dからなる矩形の篭本体2を備えている。この
篭本体2における上記各面網は、菱形金網や溶接金網、
亀甲金網、硬質合成樹脂製ネット等の網状素材により形
成することができ、該篭本体2の上面には、同様の網状
素材からなる上面網を必要に応じて取り付けることがで
きる。FIG. 1 illustrates a preferred embodiment of an earthen basin according to the present invention. The earthen basin 1 comprises a bottom net 2a, a front net 2b, a rear net 2c, and left and right side nets. It has a rectangular basket body 2 composed of 2d and 2d. Each of the meshes in the basket body 2 is a diamond wire mesh, a welded wire mesh,
It can be formed of a net material such as a turtle shell wire net or a hard synthetic resin net, and a top net made of a similar net material can be attached to the upper surface of the basket main body 2 as necessary.
【0017】上記篭本体2の内部には、上記底面網2a
と前面網2b及び後面網2cの3つの面網の内面に沿っ
てそれぞれ、腐食性を有する植物製の土留材3が、各面
網の網目の一部又は全部を塞ぐように配設されている。
この土留材3としては、丸太などの木材、竹材、そだ、
柳、葦等が好適に使用されるが、好ましくは、図示した
ような木材や竹材などからなる細長い棒状体である。図
示の実施例においては、上記棒状体からなる土留材3
が、隣接するもの同士がほぼ接するような間隔で密に配
設されている。この場合、太さや長さ等ができるだけ揃
った土留材3を選択して使用することが、その設置を容
易にする上で望ましい。また、土留材3の断面は必ずし
も円形である必要はなく、角形断面であっても、その他
の不定形の断面形状であっても良い。Inside the basket body 2, the bottom net 2a
Along with the inner surfaces of the three nets of the front net 2b and the rear net 2c, the soil retaining material 3 made of a corrosive plant is disposed so as to cover a part or all of the mesh of each net. I have.
As the retaining material 3, wood such as logs, bamboo, soda,
Willows, reeds, and the like are suitably used, and are preferably elongated rod-shaped bodies made of wood, bamboo, or the like as shown. In the illustrated embodiment, the retaining material 3 made of the rod-like body is used.
However, they are densely arranged at intervals such that adjacent ones are almost in contact with each other. In this case, it is desirable to select and use the earth retaining material 3 whose thickness, length, and the like are as uniform as possible in order to facilitate the installation. Further, the cross section of the earth retaining material 3 does not necessarily have to be circular, and may be a square cross section or another irregular cross section.
【0018】また、上記土留材3を各面網2a,2b,
2cに沿って設置する場合、特に前面網2bと後面網2
cとに沿って段積する場合に、それらが崩れたり設置状
態が不安定になったりすることのないように、各面網に
針金等で適宜固定しながら設置しても良いが、このよう
に固定する代わりに、あるいは固定と併用して、設置し
た土留材3の内側に図2に示すような内網5を取り付
け、この内網5で土留材3を内側から支持させるように
しても良い。この場合、該内網5の網目を各面網の網目
より小さくすることが望ましく、特に、前面網2bの内
側に設ける内網5の網目を該前面網2bより小さくする
ことが望ましく、これにより、該内網5に土砂の流出機
能を合わせ持たせることもできる。Further, the earth retaining material 3 is connected to each of the meshes 2a, 2b,
2c, the front screen 2b and the rear screen 2
In the case of stacking along the c, it may be installed while appropriately fixing to each surface net with a wire or the like so that they do not collapse or the installation state becomes unstable. Instead of or in combination with fixing, the inner net 5 as shown in FIG. 2 is attached to the inside of the installed earth retaining material 3, and the inner net 5 supports the earth retaining material 3 from the inside. good. In this case, it is desirable that the mesh of the inner net 5 be smaller than the mesh of each face net, and it is particularly preferable that the mesh of the inner net 5 provided inside the front net 2b be smaller than the front net 2b. In addition, the inner net 5 may have a function of discharging earth and sand.
【0019】上記構成を有する土留篭1は、その内部に
土砂又は大小の石礫等を充填することにより、例えば図
2に示すように、左右に複数個連設すると共に上下に複
数段段積した態様で現場に設置され、これによって土留
用構造壁10が形成される。このとき、各土留篭1の上
面には必要に応じて上面網が取り付けられるが、図2に
示すように、上段の土留篭1を下段の土留篭1より後方
にずらして階段状に段積する場合は、上段の土留篭1で
覆われない上面部分11だけに部分的に上面網を取り付
けることもでき、上下段の土留篭1を前後にずらさない
で鉛直に段積する場合には、最上段の土留篭1だけに上
面網を取り付けることもでき、これにより、上下の土留
篭1,1が重なる部分で面網が二重になるのを防止して
資材を節約することができる。また、上下及び左右に隣
接する土留篭1,1同士は、必要に応じて針金等により
連結される。The earth retaining basket 1 having the above structure is filled with earth and sand or large and small rubble or the like, so that, for example, as shown in FIG. It is installed on site in a manner, whereby the retaining wall 10 is formed. At this time, an upper surface net is attached to the upper surface of each of the retaining cages 1 if necessary, but as shown in FIG. 2, the upper retaining cage 1 is shifted rearward from the lower retaining cage 1 so as to be stacked stepwise. When doing, it is also possible to partially attach the upper surface net only to the upper surface portion 11 that is not covered by the upper earth retaining basket 1, and when vertically stacking the upper and lower earth retaining cages 1 without shifting back and forth, The upper surface net can also be attached only to the uppermost storage basket 1, thereby preventing the screen from being doubled at the portion where the upper and lower storage baskets 1 and 1 overlap, thereby saving materials. In addition, the earth retaining baskets 1, 1 adjacent vertically and horizontally are connected by wires or the like as necessary.
【0020】かくし設置された土留篭1は、底面網2a
と前面網2b及び後面網2cの3つの面に沿ってそれぞ
れ土留材3が設けられることにより、複数の面に上記土
留材3を介して異なる方向の土圧が作用することになる
ため、例えば前面網2bに前方又は斜め下方に向けて土
圧が作用しても、その作用力は、底面網2a及び後面網
2cに土留材3を介して下方又は後方に向けて作用する
土圧による抵抗力によって打ち消され、該土留篭1が前
方に移動したり、後方が持ち上がって前のめり状態に傾
倒するといったようなことがなく、設置状態が安定して
勝れた土留効果を発揮することができる。The earth retaining basket 1 thus installed is provided with a bottom net 2a.
Since the earthing material 3 is provided along the three surfaces of the front net 2b and the rear net 2c, earth pressures in different directions act on the plurality of surfaces via the earthing material 3, for example, Even if the earth pressure acts on the front net 2b forward or obliquely downward, the acting force is the resistance due to the earth pressure acting downward or rearward on the bottom net 2a and the rear net 2c via the earth retaining material 3. The soil retaining cage 1 is not canceled by the force and does not move forward, or the rear is lifted and tilted to the front turning state, so that the installed state can be stably exhibited and the superior soil retaining effect can be exhibited.
【0021】そして、永年の使用により上記土留材3が
腐朽する頃には、周囲の土壌は固定化且つ一体化して安
定するため、土留材3が腐朽しても土留機能は十分に維
持される。逆に、腐朽した土留材3が栄養分となって植
生緑化が促進されるという効果がある。When the soil material 3 rots due to long-term use, the surrounding soil is fixed and integrated and stabilized, so that even if the soil material 3 rots, the soil retaining function is sufficiently maintained. . On the contrary, there is an effect that the decayed soil material 3 becomes a nutrient and vegetation greening is promoted.
【0022】上述したように複数の土留篭1を左右に連
設して構造壁10を形成する場合、図3に示すように、
各土留篭1の前面網2b及び後面網2cに沿って配設し
た土留材3のうち少なくとも一部を、隣接する2つの土
留篭1,1に跨がって位置するように配設することが望
ましい。この場合、土留材3を通すときの障害にならな
いように、各側面網2dの網目を十分大きく形成してお
くことが望ましい。As described above, when a plurality of earth retaining baskets 1 are connected side by side to form a structural wall 10, as shown in FIG.
Arranging at least a part of the earth retaining members 3 arranged along the front net 2b and the rear net 2c of each earth basket 1 so as to be located over two adjacent earth baskets 1,1. Is desirable. In this case, it is desirable to form the mesh of each side net 2d sufficiently large so as not to hinder the passage of the earth retaining material 3.
【0023】このように、土留材3を隣接する土留篭
1,1間に跨がるように配設することにより、隣接する
土留篭1,1同士を上記土留材3を介して前後方向の位
置ずれに対して簡単且つ確実に結合することができ、土
留効果を一層高めることができる。As described above, by disposing the retaining material 3 so as to straddle between the adjacent retaining cages 1 and 1, the adjacent retaining cages 1 and 1 can be arranged in the front-rear direction via the retaining material 3. Coupling can be easily and surely performed with respect to misalignment, and the retaining effect can be further enhanced.
【0024】また、図3に示すように、前面網2b及び
後面網2cの少なくとも何れか一方に沿って段積した複
数の土留材(棒状体)列における、隣接する土留材3,
3間の継ぎ目3aを、上下段の土留材列で互いに異なる
位置に配置することが望ましく、これにより、壁状に連
なる各土留材3の一体感を高めてその強度を高めること
ができると共に、各土留篭1の設置強度を高めることが
でき、その結果、土留効果をより高めることができる。As shown in FIG. 3, adjacent soil retaining members 3 in a plurality of soil retaining material (rod-like body) rows stacked along at least one of the front net 2b and the rear net 2c.
It is desirable to arrange the joints 3a between the three at different positions in the upper and lower tiers of the buckling material rows, whereby the feeling of unity of the buckling materials 3 connected in a wall shape can be enhanced, and the strength thereof can be increased. The installation strength of each retaining cage 1 can be increased, and as a result, the retaining effect can be further enhanced.
【0025】図4(A)は本発明の土留篭の第2実施例
を示すもので、後面網2cの内面に沿って配設した土留
材3の内側に、該土留材3に作用する土圧を支持させる
ための抗圧手段6を設けたものである。この抗圧手段6
は、上記土留材3の内側に沿って上下の土留材全体を支
持するように立設した一本又は複数本の立杭7cと、該
立杭7cを支持する支持杭8とからなるもので、該支持
杭8は、先端部が上記立杭7cの適宜位置、例えば図示
したような上端部に当接するか又は連結されていて、後
端部が前面網3b又はその内側の土留材3に当接するよ
うにほぼ水平に配設されている。上記立杭7cを複数本
設ける場合、それらの立杭同士を横桟等の連結部材で相
互に連結しても良く、また、立杭7cと土留材3との間
に図2に示すような内網5を設けることもできる。FIG. 4A shows a second embodiment of the earth retaining basket according to the present invention, in which soil acting on the earth retaining material 3 is placed inside the earth retaining material 3 arranged along the inner surface of the rear net 2c. A pressure resistance means 6 for supporting pressure is provided. This resistance means 6
Is composed of one or more standing piles 7c erected along the inside of the retaining material 3 so as to support the entire upper and lower retaining materials, and a supporting pile 8 supporting the standing pile 7c. The tip of the support pile 8 abuts or is connected to an appropriate position of the standing pile 7c, for example, the upper end as shown in the figure, and the rear end of the support pile 8 is attached to the front net 3b or the earth retaining material 3 inside the front net 3b. It is arranged almost horizontally so as to abut. In the case where a plurality of the standing piles 7c are provided, the standing piles may be connected to each other by a connecting member such as a horizontal rail, or the like, as shown in FIG. An inner network 5 may be provided.
【0026】このような抗圧手段6を設けることによ
り、土留篭1内への土砂や石礫の充填状態等によって該
土留篭1内の土圧が小さくなったり、土留篭1の背後に
大きな土圧が作用したような場合に、土留材3が土留篭
1の内側に向けて崩落するのを確実に防止することがで
きる。The provision of the pressure resistance means 6 reduces the earth pressure in the storage basket 1 or increases the pressure behind the storage basket 1 depending on the state of filling of the storage basket 1 with earth and sand or gravels. When the earth pressure acts, it is possible to reliably prevent the earth retaining material 3 from collapsing toward the inside of the earth retaining basket 1.
【0027】図4(B)は本発明の土留篭の第3実施例
を示すもので、この第3実施例が上記第2実施例と相違
する点は、支持杭8が傾斜した状態に設けられていて、
前面網3bの下端部において該前面網3b又は土留材3
に当接している点である。FIG. 4B shows a third embodiment of an earth retaining basket according to the present invention, which is different from the second embodiment in that the support pile 8 is provided in an inclined state. Have been
At the lower end of the front net 3b, the front net 3b or the retaining material 3
Is that it is in contact with
【0028】図4(C)は本発明の土留篭の第3実施例
を示すもので、この第4実施例が上記第3実施例と相違
する点は、前面網3bの内面の土留材3の内側にも立杭
7bが設けられていて、支持杭8の一端がこの立杭7b
の下端部に連結されている点である。この場合、上記支
持杭8に代えてあるいは併用して、前面網3b側の立杭
7bの上端部と後面網3c側の立杭7cの下端部との間
に別の支持杭を設けることもできる。更には、上述した
ような斜めの支持杭8に代えて、両側の立杭7b,7c
の上端部間あるいは中間部間に水平の支持杭8を取り付
けても良い。なお、土留篭1の設置態様によっては、前
面網3b側の土留材3だけに上記(A),(B)に示す
ような抗圧手段6を設けても良い。FIG. 4C shows a third embodiment of an earth retaining basket according to the present invention. The fourth embodiment is different from the third embodiment in that an earth retaining material 3 on the inner surface of a front net 3b is provided. Is also provided inside the stake, and one end of the support stake 8 is
Is connected to the lower end of the. In this case, another supporting pile may be provided between the upper end of the standing pile 7b on the front net 3b and the lower end of the standing pile 7c on the rear net 3c instead of or in combination with the supporting pile 8. it can. Further, instead of the above-described oblique support pile 8, the upright piles 7b, 7c on both sides are used.
A horizontal support pile 8 may be attached between the upper end portions or between the intermediate portions. In addition, depending on the installation mode of the retaining cage 1, the withstanding means 6 as shown in the above (A) and (B) may be provided only on the retaining material 3 on the front net 3b side.
【0029】[0029]
【発明の効果】このように本発明によれば、土留篭の内
部に底面網と前面網及び後面網の3つの面に沿ってそれ
ぞれ植物製の土留材を設けることにより、土砂や細かい
石礫だけを充填して使用する場合でも、安定した設置状
態と勝れた土留効果とを得ることができると同時に、土
留材の腐朽による植生緑化の促進効果をも合わせて得る
ことができる。As described above, according to the present invention, by providing plant retaining materials along the three surfaces of the bottom net, the front net and the rear net inside the earth retaining basket, sediment and fine gravels are provided. In the case where only soil is used, a stable installation state and an excellent soil retaining effect can be obtained, and at the same time, an effect of promoting vegetation greening due to decay of the soil retaining material can be obtained.
【図1】本発明に係る土留篭の好ましい一実施形態を示
す斜視図である。FIG. 1 is a perspective view showing a preferred embodiment of an earth retaining basket according to the present invention.
【図2】図1の土留篭を設置して構成した構造壁の断面
図である。FIG. 2 is a cross-sectional view of a structural wall configured by installing the retaining cage of FIG. 1;
【図3】図2の構造壁における土留篭列の好ましい実施
形態を最下段の土留篭列で代表的に示す正面図である。FIG. 3 is a front view typically illustrating a preferred embodiment of an earth retaining basket row in the structural wall of FIG. 2 with a bottom row of earth retaining baskets.
【図4】(A),(B),(C)はそれぞれ本発明の土
留篭の異なる実施形態を示す断面図である。FIGS. 4A, 4B, and 4C are cross-sectional views showing different embodiments of the earthen basin of the present invention.
1 土留篭 2 篭本体 2a 底面網 2b 前面網 2c 後面網 2d 側面網 3 土留材 5 内網 6 抗圧手段 7b,7c 立杭 8 支持杭 10 構造壁 DESCRIPTION OF SYMBOLS 1 Soil basket 2 Basket main body 2a Bottom net 2b Front net 2c Rear net 2d Side net 3 Earth retaining material 5 Inner net 6 Resistance means 7b, 7c Standing pile 8 Support pile 10 Structural wall
Claims (8)
網、及び左右の側面網を備えた矩形の篭本体の内部に、
上記底面網と前面網及び後面網の3つの面網の内面に沿
ってそれぞれ、腐食性を有する植物製の土留材を、各面
網の網目を少なくとも部分的に塞ぐように配設したこと
を特徴とする土留篭。1. Inside a rectangular cage body having a bottom net, a front net, a rear net, and left and right side nets made of a net-like material,
Along with the bottom net, the front net, and the inner net of the three nets of the rear net, respectively, corroding plant-made soil retaining materials are arranged so as to at least partially close the mesh of each net. An earthen basin that is characteristic.
留材が木材又は竹材などの細長い棒状体からなってい
て、該棒状体が、上記各面網の内面に沿ってそれぞれ並
設されていることを特徴とするもの。2. An earth retaining basket according to claim 1, wherein said earth retaining material is formed of an elongated rod-shaped body such as wood or bamboo, and said rod-shaped bodies are respectively juxtaposed along the inner surface of each of said screen nets. It is characterized by having.
前面網及び後面網の少なくとも何れか一方の内面に沿っ
て配設された土留材の内側に、該土留材に作用する土圧
を支持するための抗圧手段を設けたことを特徴とするも
の。3. An earth retaining basket according to claim 1 or 2,
Resistance means for supporting earth pressure acting on the soil material is provided inside the soil material arranged along at least one of the front net and the rear net. .
圧手段が、上記土留材の内側に沿って上下の土留材全体
を支持するように立設する立杭と、該立杭を土留篭の内
側から支持する支持杭とを含むことを特徴とするもの。4. An earth retaining basket according to claim 3, wherein said pressure resistance means stands upright so as to support the entire upper and lower earthing materials along the inside of said earthing material, and A support pile supported from the inside of the earthen basket.
土留篭において、上記前面網の内面に沿って配設した土
留材の内側に、充填した土石の流出を防止するための、
前面網より網目の細かい内網が添設されていることを特
徴とするもの。5. The retaining cage according to any one of claims 1 to 4, wherein the inside of the retaining material disposed along the inner surface of the front net is prevented from flowing out of the filled debris. ,
It is characterized by an inner net that is finer than the front net.
土留篭を上下及び左右のうち少なくとも左右方向に複数
個連設して形成したことを特徴とする土留用構造壁。6. A retaining wall comprising a plurality of the retaining cages according to any one of claims 1 to 5, which are formed in a row in at least the right and left directions of up and down and left and right.
3に順次従属する請求項6、請求項2,5に順次従属す
る請求項6、請求項2,3,4に順次従属する請求項
6、請求項2,3,5に順次従属する請求項6、請求項
2,3,4,5に順次従属する請求項6、の何れか一つ
に記載の構造壁において、各土留篭の前面網及び後面網
に沿って配設した棒状体のうち少なくとも一部が、隣接
する2つの土留篭に跨がって位置していることを特徴と
するもの。7. A method according to claim 6, which is dependent on claim 2.
Claim 3, which is dependent on claim 3, claim 2, and 3, which are dependent on claims 2, 3, and 4, and which is dependent on claim 2, 3, and 5. 6. In the structural wall according to any one of claims 6 to 6, which sequentially depends on claims 2, 3, 4, and 5, out of the rod-shaped members arranged along the front net and the rear net of each retaining cage. At least a part thereof is located straddling two adjacent earthen baskets.
篭の前面網及び後面網の少なくとも何れか一方に沿って
上下に段積した複数の棒状体列における、隣接する棒状
体との間の継ぎ目が、上下段の棒状体列で互いに異なる
位置に配置されていることを特徴とするもの。8. The structural wall according to claim 7, wherein said plurality of rod-like rows are vertically stacked along at least one of the front net and the rear net of each of the retaining cages. The joints between the upper and lower bars are arranged at different positions in the upper and lower bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP06652799A JP3236830B2 (en) | 1999-03-12 | 1999-03-12 | Reservoir and structural wall for retaining formed by it |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP06652799A JP3236830B2 (en) | 1999-03-12 | 1999-03-12 | Reservoir and structural wall for retaining formed by it |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2000265472A JP2000265472A (en) | 2000-09-26 |
| JP3236830B2 true JP3236830B2 (en) | 2001-12-10 |
Family
ID=13318446
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP06652799A Expired - Fee Related JP3236830B2 (en) | 1999-03-12 | 1999-03-12 | Reservoir and structural wall for retaining formed by it |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3236830B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100939666B1 (en) | 2009-09-17 | 2010-02-03 | 석성기업주식회사 | Tree-planting facility on slop in river and its planting method using same |
-
1999
- 1999-03-12 JP JP06652799A patent/JP3236830B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JP2000265472A (en) | 2000-09-26 |
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