JPH0348266Y2 - - Google Patents

Info

Publication number
JPH0348266Y2
JPH0348266Y2 JP15699086U JP15699086U JPH0348266Y2 JP H0348266 Y2 JPH0348266 Y2 JP H0348266Y2 JP 15699086 U JP15699086 U JP 15699086U JP 15699086 U JP15699086 U JP 15699086U JP H0348266 Y2 JPH0348266 Y2 JP H0348266Y2
Authority
JP
Japan
Prior art keywords
net
mesh
wire mesh
earth retaining
earth
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
Application number
JP15699086U
Other languages
Japanese (ja)
Other versions
JPS6365742U (en
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 filed Critical
Priority to JP15699086U priority Critical patent/JPH0348266Y2/ja
Publication of JPS6365742U publication Critical patent/JPS6365742U/ja
Application granted granted Critical
Publication of JPH0348266Y2 publication Critical patent/JPH0348266Y2/ja
Expired legal-status Critical Current

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Revetment (AREA)

Description

【考案の詳細な説明】 [産業上の利用分野] 本考案は、土留工事などに用いられる土留カゴ
に関するものである。
[Detailed description of the invention] [Industrial field of application] The present invention relates to a retaining basket used for earth retaining work.

[従来の技術] 近年、土地開発の増加と共に土留工事の需要が
急増している。かかる土留工事には、通常、蛇籠
と呼ばれる土留カゴに自然石(栗石)を充填した
ものが使用されるが、土留工事に使用し得る自然
石は年々減少の一途をたどり、その入手が困難に
なつている。砕石を使用することも行われている
が、かかる砕石は非常に高価であり、土留工事が
山間部で行われる場合には、運搬費等が加算され
るため一層高価になる。そこで、最近では、工事
現場周辺の土砂、石礫等を土留カゴへ充填するケ
ースが多くなつている。
[Prior Art] In recent years, with the increase in land development, the demand for earth retaining construction has rapidly increased. For such earth retaining work, earth retaining cages called gabions filled with natural stones (chestnut stones) are usually used, but the number of natural stones that can be used for earth retaining work is decreasing year by year, and it is becoming difficult to obtain them. It's summery. Crushed stone has also been used, but such crushed stone is very expensive, and when earth retaining work is carried out in mountainous areas, transportation costs are added, making it even more expensive. Therefore, in recent years, there have been an increasing number of cases in which soil, gravel, etc. from around construction sites are filled into earth retaining baskets.

しかしながら、蛇籠と呼ばれる上記従来の土留
カゴは、全体が菱形金網で形成され、一定寸法以
上の石を詰めて使用することを前提としたもので
あるため、土砂や小さな石礫を詰めて使用するも
には適さない。しかも、菱形金網は柔軟性がある
ため、石詰めによつて周囲の面が大きく膨出変形
し易く、種々の不都合を生じる。特に、多数の土
留カゴの全面が造成した斜面に露出している場合
には、その前面が外側から支持されていないため
に最も変形し易く、その膨出変形により、多数の
土留カゴが不揃いとなつたり、変形分だけ土留カ
ゴの高さが低くなつて上段の土留カゴの沈下や傾
きが生じるなど、斜面が雑然となり易く、著しく
体裁を損ねることになる。
However, the above-mentioned conventional earth retaining baskets, called gabions, are made entirely of diamond-shaped wire mesh and are intended to be filled with stones of a certain size or more, so they are not used by being filled with earth and sand or small stones. It is not suitable for Moreover, since the diamond-shaped wire mesh is flexible, the surrounding surfaces are likely to bulge and deform by filling with stones, causing various problems. In particular, when the entire surface of a large number of earth retaining baskets is exposed on a constructed slope, the front surface is most easily deformed because it is not supported from the outside, and this bulging deformation causes many earth retaining baskets to become uneven. The height of the earth retaining basket is reduced by the amount of bending and deformation, causing the upper earth retaining basket to sink or tilt, which tends to make the slope cluttered and seriously spoil the appearance.

エキスパンドメタル金網で形成した剛性の大き
い土留カゴも知られているが、このような土留カ
ゴは、菱形金網製のものに比べて石詰めによる前
面の変形が少ないという利点を有しているもの
の、剛性が大きい故に不都合な点もある。即ち、
一般に土留カゴは、基礎地盤の軟弱な場所や地形
が不規則な場所に設置されることが多いため、地
盤の凹凸にならつてある程度変形できるように屈
撓性を有していることが必要であり、エキスパン
ドメタル金網製の土留カゴのように剛性が大きい
と、その地形になじみにくいために安定性が悪
く、しかも、凹凸に沿つて変形した場合には、線
条が折れ曲がつて土留カゴが破損するおそれがあ
る。
A highly rigid earth retaining basket made of expanded metal wire mesh is also known, but although such earth retaining baskets have the advantage that the front surface is less deformed due to stone filling than those made of diamond-shaped wire mesh, There are some disadvantages due to the high rigidity. That is,
In general, earth retaining baskets are often installed in places with weak foundations or irregular topography, so they need to have flexibility so that they can be deformed to some extent according to the unevenness of the ground. However, if the retaining basket is made of expanded metal wire mesh and has high rigidity, it will not adapt well to the terrain, resulting in poor stability.Moreover, if it deforms along uneven surfaces, the filaments will bend and the retaining basket will become unstable. may be damaged.

[考案が解決しようとする問題点] 本考案の課題は、地盤の沈下や不規則な地形等
に応じて容易に変形し得る程度の柔軟性と、土石
の充填によつても膨出変形を生じない程度の剛性
とを備えた土留カゴを提供することにある。
[Problems to be solved by the invention] The problems of the invention are to have enough flexibility to easily deform in response to ground subsidence and irregular topography, and to prevent bulging deformation even when filled with soil and stones. It is an object of the present invention to provide a retaining basket having a rigidity to the extent that it does not occur.

[問題点を解決するための手段] 上記課題を解決するため、本考案は、底面部及
び左右の側面部を有する胴網と、該胴網に取付け
られる前面網及び後面網とを備えた土留カゴにお
いて、上記胴網を菱形金網等の柔軟性金網で形成
すると共に、前面網及び後面網のうち少なくとも
前面網を溶接金網等の剛性金網で形成したことを
特徴とするものである。
[Means for Solving the Problems] In order to solve the above-mentioned problems, the present invention provides an earth retaining net comprising a body net having a bottom part and left and right side parts, and a front net and a rear net attached to the body net. The basket is characterized in that the body mesh is formed of a flexible wire mesh such as a rhombic wire mesh, and at least the front mesh of the front mesh and the rear mesh is formed of a rigid wire mesh such as a welded wire mesh.

[作用] 斜面などの所定の場所に土留カゴが配設され、
その内部に適宜方法で土砂や石礫が充填されるこ
とにより、該土留カゴの設置が行われる。
[Function] Earth retaining cages are placed at predetermined locations such as slopes,
The earth retention basket is installed by filling its interior with earth and sand or stones using an appropriate method.

この場合、胴網が柔軟性金網で形成されている
ため、地盤の凹凸に応じて該胴網が変形し、その
設置が安定的に行われる。また、前面網が剛性金
網で形成されているため、土砂や石礫の充填によ
る該前面網の膨出変形が生じにくい。
In this case, since the body net is formed of a flexible wire net, the body net deforms according to the unevenness of the ground, and the installation is performed stably. Further, since the front screen is formed of a rigid wire mesh, the front screen is unlikely to be bulged and deformed due to filling with earth and sand or stones.

[実施例] 以下、本考案の実施例を図面に基づいて詳細に
説明する。
[Example] Hereinafter, an example of the present invention will be described in detail based on the drawings.

土留カゴ1は、第1図に示す分解図と第2図に
示す組立て状態の断面図から分かるように、四角
筒状をなす胴網2と、該胴網2の前面及び後面に
取付けられる前面網3及び後面網4と、前面網3
の内側に配設される内網5とで構成されている。
As can be seen from the exploded view shown in FIG. 1 and the cross-sectional view of the assembled state shown in FIG. Net 3, rear net 4, and front net 3
and an inner net 5 disposed inside.

上記胴網2は、底面部2aと左右の側面部2
b,2b及び上面部2cとからなつており、これ
らを地盤の凹凸に応じて容易に変形し得る程度に
屈撓性を有する菱形金網等の柔軟性金網で構成し
たもので、該胴網2の各稜部には骨線7が挿通さ
れ、また胴網2の両端部口縁には、枠線8a,8
bがそれぞれ取付けられている。この胴網2は、
1枚の金網を所定の形状に折曲げることにより形
成することができるが、各片2a〜2cをそれぞ
独立する金網によつて形成し、それらを互いに連
結するようにしてもよい。
The body net 2 has a bottom part 2a and left and right side parts 2.
b, 2b and an upper surface portion 2c, which are made of flexible wire mesh such as rhombic wire mesh having flexibility to the extent that it can be easily deformed according to the unevenness of the ground. A bone line 7 is inserted through each ridge of the body net 2, and frame lines 8a, 8 are inserted at the edges of both ends of the body net 2.
b are attached respectively. This body net 2 is
Although it can be formed by bending one piece of wire mesh into a predetermined shape, it is also possible to form each piece 2a to 2c from an independent wire mesh and connect them to each other.

また、上記胴網2の前後面に取付けられる前面
網3及び後面網4は、溶接金網やエキスパンドメ
タル金網のように土石の充填によつても容易に膨
出変形を生じない程度に剛性の大きい剛性金網で
形成されており、実施例のものは、上記胴網2を
形成する菱形金網の列線12と同程度かそれより
太目で強度の大きい素線い10,11により形成
された溶接金網が使用されている。この場合、土
中に埋入される土留カゴ1の後面は若干変形して
もそれほど問題とならない場合が多く、従つて、
後面網4は前面網3より剛性の小さい溶接金網を
用いて形成してもよく、あるいは菱形金網などの
柔軟性金網によつて形成してもよい。
In addition, the front mesh 3 and the rear mesh 4 attached to the front and rear surfaces of the body mesh 2 are rigid enough to not easily bulge and deform even when filled with earth and stones, such as welded wire mesh or expanded metal wire mesh. It is made of a rigid wire mesh, and the example is a welded wire mesh made of wires 10 and 11 that are thicker and stronger than the row lines 12 of the rhombic wire mesh forming the body mesh 2. is used. In this case, it is often not a problem even if the rear surface of the earth retaining basket 1 that is buried in the soil is slightly deformed;
The rear mesh 4 may be formed using a welded wire mesh having a lower rigidity than the front mesh 3, or may be formed using a flexible wire mesh such as a rhombic wire mesh.

さらに、上記内網5は、土留カゴ1内に充填さ
れる土砂や石礫等がその前面から流出しないよう
にするためのもので、その流出を防止し得る程度
に網目の小さい任意の金網や合成樹脂製ネツト、
木、竹等の素材によつて形成される。この内網5
の下端5aは、図示したように後方に向けて折曲
しておくのが望ましいが、必ずしも折曲しておく
必要はない。
Furthermore, the inner net 5 is used to prevent the earth, sand, gravel, etc. filled in the earth retaining basket 1 from flowing out from the front surface thereof, and can be made of any wire mesh with a mesh small enough to prevent the outflow. Synthetic resin net,
It is made of materials such as wood and bamboo. This inner net 5
Although it is desirable that the lower end 5a is bent toward the rear as shown in the figure, it is not necessarily necessary to do so.

而して、上記胴網2と前面網3及び後面網4と
は、内網5を前面網3の内側に配設した状態で連
結され、それによつて第2図に示すような土留カ
ゴ1が組立てられる。このときの胴網2と前面網
3及び後面網4との連結は任意の手段で行うこと
ができ、例えば、胴網2の枠線8a,8bと前面
網3及び後面網4における最外端の素線10a,
11aとを適宜の連結金具で連結するとか、ある
いは、第3図に示すように、上記枠線8a,8b
を胴網2における列線12端の環13から取外し
ておき、前面網3及び後面網4における最外端の
素線10a,11aを隣接する列線12,12間
に挟持させた状態で上記枠線8a,8bを環13
に挿通させ、各枠線8a,8bを引締めて連結す
るなどの方法が好適に採用される。
The body net 2, the front net 3, and the rear net 4 are connected with the inner net 5 disposed inside the front net 3, thereby forming the retaining basket 1 as shown in FIG. is assembled. At this time, the trunk net 2, the front net 3, and the rear net 4 can be connected by any arbitrary means. The strand 10a of
11a with appropriate connecting fittings, or as shown in FIG.
is removed from the ring 13 at the end of the row line 12 in the shell net 2, and the outermost strands 10a, 11a of the front net 3 and rear net 4 are sandwiched between the adjacent row lines 12, 12. Frame lines 8a and 8b are ring 13
A method such as inserting the frame lines 8a and 8b through the frame lines 8a and 8b and connecting them by tightening them is preferably adopted.

また、上記前面網3の膨出変形をより確実に防
止するためには、第2図に示すように、前面網3
と後面網4との間、または前面網3と底面部2a
との間、あるいはそれらの両方に張線15,16
を張設しておくのが望ましく、さらには、前面網
3の上端と後面網4の下端との間に張線17を張
設してもよい。
In addition, in order to more reliably prevent the bulging deformation of the front screen 3, as shown in FIG.
and the rear screen 4, or between the front screen 3 and the bottom part 2a.
15, 16 between or both.
It is preferable that a tension wire 17 be stretched between the upper end of the front mesh 3 and the lower end of the rear mesh 4.

上記構成を有する土留カゴ1は、法面などの所
定の場所に配置し、上面部2cを開放した状態で
その中に土砂や石礫等を充填したあと、該上面部
2cを閉じることにより、1段、または第4図に
示すように複数段重複して設置されるものであ
る。
The earth retaining basket 1 having the above configuration is placed at a predetermined location such as a slope, and after filling the basket with earth and sand, gravel, etc. with the top surface 2c open, the top surface 2c is closed. They are installed in one stage or in multiple stages as shown in FIG.

ここで、土留カゴ1内に充填された土砂や石礫
は、網目の小さい内網5によつて支持され、その
流出が防止される。そして、この内網5に作用す
る土砂や石礫による圧力は、前面網3によつて支
持されるが、この前面網3の剛性が大きいため、
上記圧力によつて該前面網3が膨出変形すること
はない。一方、地盤が若干不規則な形状をしてい
たり、沈下によつて凹凸を生じたとしても、柔軟
性金網からなる胴網2がそれに応じて変形するた
め、土留カゴ1はその地盤に密着して安定状態を
保ち、浮上つて土留効果を低下させたり、折曲に
よる損傷等を生じるようなことがない。
Here, the earth, sand, and gravel filled in the retaining basket 1 are supported by the inner net 5 with a small mesh, and are prevented from flowing out. The pressure caused by the earth and sand and gravel acting on this inner net 5 is supported by the front net 3, but since the front net 3 has high rigidity,
The front mesh 3 does not bulge and deform due to the above pressure. On the other hand, even if the ground has a slightly irregular shape or becomes uneven due to subsidence, the body net 2 made of flexible wire mesh deforms accordingly, so the retaining basket 1 will remain in close contact with the ground. It maintains a stable state and does not float up and reduce the earth retaining effect or cause damage due to bending.

なお、上記実施例では、胴網2を四角筒状に形
成したものを例示したが、上面部2cを省略した
ものであつてもよい。
In the above embodiment, the body net 2 is formed into a rectangular cylindrical shape, but the upper surface portion 2c may be omitted.

第5図及び第6図は、それぞれ本考案の土留カ
ゴ1の別実施例を示すもので、第5図に示すもの
は、全面網3が後向きに傾斜する台形状のもので
あり、第6図に示すものは、前面網3及び後面網
4共に傾斜する平行四辺形状のものである。これ
らの前面網3の傾斜角度は、斜面の角度など、土
留カゴの設置状況に応じて適宜設定される。
5 and 6 respectively show other embodiments of the earth retaining basket 1 of the present invention. The one shown in FIG. The one shown in the figure has a parallelogram shape in which both the front mesh 3 and the rear mesh 4 are inclined. The inclination angles of these front nets 3 are appropriately set depending on the installation situation of the retaining basket, such as the angle of the slope.

[考案の効果] このように本考案によれば、土留カゴにおける
胴網を柔軟性金網で形成すると共に、全面網を剛
性金網で形成したので、地盤に若干の凹凸があつ
ても、その凹凸に応じた胴網の変形によつて土留
カゴを地盤によくなじませて安定的に設置するこ
とができ、しかも、土砂や石礫等の充填に伴う作
用力によつて前面網が膨出変形することがないた
め、土留カゴを整然と設置することができる。
[Effects of the invention] As described above, according to the invention, the body mesh of the earth retaining basket is made of flexible wire mesh, and the entire surface mesh is made of rigid wire mesh, so even if the ground is slightly uneven, the unevenness By deforming the body net according to the situation, the earth retaining cage can be installed stably by making it fit well with the ground.Moreover, the front net can be bulged and deformed by the acting force associated with filling with earth, sand, gravel, etc. Since there is nothing to do, the earth retaining baskets can be installed in an orderly manner.

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

第1図は本考案に係る土留カゴの分解斜視図、
第2図はその組立状態の断面図、第3図は組立方
法の一例を示す要部斜視図、第4図は土留カゴの
使用状態の断面図、第5図及び第6図はそれぞれ
土留カゴの別実施例を示す側面図である。 1……土留カゴ、2……胴網、2a……底面
部、2b……側面部、3……前面網、4……後面
網。
Figure 1 is an exploded perspective view of the earth retaining basket according to the present invention.
Figure 2 is a sectional view of the assembled state, Figure 3 is a perspective view of the main parts showing an example of the assembly method, Figure 4 is a sectional view of the earth retaining basket in use, and Figures 5 and 6 are each of the earth retaining baskets. It is a side view which shows another Example. 1... Dome basket, 2... Trunk net, 2a... Bottom part, 2b... Side part, 3... Front net, 4... Rear net.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 底面部及び左右の側面部を有する胴網と、該胴
網に取付けられる前面網及び後面網とを備え、上
記胴網を菱形金網等の柔軟性金網で形成すると共
に、前面網及び後面網のうち少なくとも前面網を
溶接金網等の剛性金網で形成したことを特徴とす
る土留カゴ。
The body net has a bottom part and left and right side parts, and a front net and a rear net are attached to the body net. A retaining cage characterized in that at least the front mesh is made of a rigid wire mesh such as a welded wire mesh.
JP15699086U 1986-10-14 1986-10-14 Expired JPH0348266Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15699086U JPH0348266Y2 (en) 1986-10-14 1986-10-14

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15699086U JPH0348266Y2 (en) 1986-10-14 1986-10-14

Publications (2)

Publication Number Publication Date
JPS6365742U JPS6365742U (en) 1988-04-30
JPH0348266Y2 true JPH0348266Y2 (en) 1991-10-15

Family

ID=31079123

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15699086U Expired JPH0348266Y2 (en) 1986-10-14 1986-10-14

Country Status (1)

Country Link
JP (1) JPH0348266Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0714430Y2 (en) * 1988-12-23 1995-04-10 瀬戸内金網商工株式会社 Snake basket

Also Published As

Publication number Publication date
JPS6365742U (en) 1988-04-30

Similar Documents

Publication Publication Date Title
FR2649744A1 (en) ARMATURE FRAME TENT
US6595726B1 (en) Retaining wall system and method of making retaining wall
JPH0348266Y2 (en)
JPH052669Y2 (en)
JP2018131806A (en) Slope protection system
JP2872660B1 (en) Basket sheet and retaining wall constructed thereby
JPH0348268Y2 (en)
JPH0437967Y2 (en)
JPH0439301Y2 (en)
JPH0348267Y2 (en)
JPH0348269Y2 (en)
JPH0728181Y2 (en) Futon basket
JPH0348270Y2 (en)
JP3190249B2 (en) Greening foundation construction method on slope
JP2880698B2 (en) Stone-filled structure
JP3038565B2 (en) Construction method of revetment
JPS5941257Y2 (en) Slope protection material
JPS6151099B2 (en)
JPH0534825Y2 (en)
JP2002371533A (en) Gabion and construction method of gabion
JP3236830B2 (en) Reservoir and structural wall for retaining formed by it
JPH0437966Y2 (en)
JPH0330429Y2 (en)
KR200250242Y1 (en) Block for the bank around a rice field
JPH0714430Y2 (en) Snake basket