JPH0348270Y2 - - Google Patents

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Publication number
JPH0348270Y2
JPH0348270Y2 JP17878986U JP17878986U JPH0348270Y2 JP H0348270 Y2 JPH0348270 Y2 JP H0348270Y2 JP 17878986 U JP17878986 U JP 17878986U JP 17878986 U JP17878986 U JP 17878986U JP H0348270 Y2 JPH0348270 Y2 JP H0348270Y2
Authority
JP
Japan
Prior art keywords
mesh
earth
strands
vertical
retaining
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
JP17878986U
Other languages
Japanese (ja)
Other versions
JPS6386145U (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 JP17878986U priority Critical patent/JPH0348270Y2/ja
Publication of JPS6386145U publication Critical patent/JPS6386145U/ja
Application granted granted Critical
Publication of JPH0348270Y2 publication Critical patent/JPH0348270Y2/ja
Expired legal-status Critical Current

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  • 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用カ
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 cage used for retaining earthworks and the like.

[従来の技術] 近年、土地開発の増加と共に土留工事に需要が
急増している。かかる土留工事には、蛇籠と呼ば
れる土留カゴが一般に使用されており、これに自
然石や土砂、石礫等が充填され、所定の場所に設
置される。
[Prior Art] In recent years, with the increase in land development, demand for earth retaining construction has rapidly increased. In such earth retaining work, earth retaining baskets called gabions are generally used, which are filled with natural stones, earth and sand, gravel, etc., and installed at predetermined locations.

上記土留カゴは、通常菱形金網で形成される
が、該菱形金網は柔軟であるため、土石の充填に
よつて周囲の面が大きく膨出変形し、土留機能が
低下したり、斜面の体裁を損ねるなど種々の不都
合を生じ易い。特に、多数の土留カゴの前面が造
成した斜面に露出している場合には、その前面が
外側から支持されないために非常に変形し易く、
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
面が雑然となり易い。
The above-mentioned soil retaining basket is usually formed of a rhombus-shaped wire mesh, but since the rhombic wire mesh is flexible, the surrounding surface will bulge and deform when filled with soil and stones, reducing the earth retaining function and changing the appearance of the slope. It is easy to cause various inconveniences such as damage. In particular, when the front surfaces of many earth retention baskets are exposed on constructed slopes, the front surfaces are very easily deformed because they are not supported from the outside.
Due to the bulging deformation, a large number of retaining baskets may become irregular, and the height of the retaining baskets may be lowered by the amount of deformation, causing the upper retaining baskets to sink or tilt, making the slope apt to become cluttered.

そこで、土留カゴを剛性の大きい溶接金網で形
成するようなことも行われているが、このような
溶接金網製の土留カゴにおいては、その前面網や
背面網、側面網のように立向きをなす面網の横素
線が、土石の充填時における衝撃力や充填したあ
との土圧等を、下向きあるいは斜下向きに受け、
縦素線から剥離し易いという欠点があつた。
Therefore, earth retaining baskets are sometimes made of highly rigid welded wire mesh.However, in such earth retaining baskets made of welded wire mesh, the front mesh, back mesh, and side mesh cannot be oriented vertically. The horizontal strands of the surface mesh receive the impact force during filling with earth and stones, the earth pressure after filling, etc. in a downward or diagonal downward direction.
The drawback was that it was easy to peel off from the vertical strands.

[考案が解決しようとする問題点] 本考案の課題は、溶接金網を用いて形成した土
留カゴにおいて、土石を充填する際の衝撃力や充
填後の土圧等によつて横素線の剥離が生じないよ
うに構成することにある。
[Problems to be solved by the invention] The problem of the invention is that in earth retaining cages formed using welded wire mesh, the horizontal strands of the wires may peel off due to the impact force when filling with earth and stones, the earth pressure after filling, etc. The purpose is to configure the system so 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、少なくと
も前面網を縦素線と横素線とからなる溶接金網に
より形成し、該前面網の少なくとも縦素線に凹部
を設け、該凹部内において横素線を縦素線に溶接
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 problems, the present invention forms at least the front mesh with a welded wire mesh consisting of vertical strands and horizontal strands, and at least the vertical strands of the front mesh It is characterized in that a recess is provided and the horizontal strand is welded to the vertical strand within the recess.

[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.

第1図及び第2図に示す土留カゴ1は、底面網
2、前面網3、後面網4、及び左右の側面網5,
5からなるもので、これに必要に応じて上面網
(図示せず)が取付けられる。
The retaining basket 1 shown in FIGS. 1 and 2 includes a bottom net 2, a front net 3, a rear net 4, and left and right side nets 5,
5, to which an upper screen (not shown) is attached if necessary.

上記各面網2〜5は、第3図に示すように、縦
素線7と横素線8とをそれらの交点で溶接してな
る溶接金網によつて形成されており、立向きをな
す面網、即ち、前面網3、後面網4及び左右の側
面網5,5の場合には、第4図から分るように、
縦素線7における横素線溶接位置に屈曲による凹
部9を形成し、該凹部9内に横素線8を嵌合させ
ると共に、該横素線8を縦素線7に溶接一体化し
ている。
As shown in FIG. 3, each of the above-mentioned surface meshes 2 to 5 is formed of a welded wire mesh formed by welding vertical strands 7 and horizontal strands 8 at their intersection points, and is oriented vertically. As can be seen from FIG.
A recess 9 is formed by bending the vertical strand 7 at the welding position of the lateral strand, and the lateral strand 8 is fitted into the recess 9, and the lateral strand 8 is welded integrally with the vertical strand 7. .

上記縦素線7及び横素線8の太さや断面形状、
凹部9の深さ等は任意であるが、その深さが深い
ほど横素線8の係合力が大きくなり、位置ずれに
よる剥離が生じにくくなる。
The thickness and cross-sectional shape of the vertical strand 7 and the horizontal strand 8,
Although the depth of the recess 9 is arbitrary, the deeper the depth, the greater the engagement force of the horizontal strands 8, making it difficult for separation due to positional displacement to occur.

また、上記凹部9は、縦素線7のみでなく、横
素線8における縦素線との交叉部にも同様に設け
ることもできる。
Further, the recess 9 can be provided not only in the vertical strand 7 but also in the intersection of the horizontal strand 8 with the vertical strand.

一方、底面網2の場合は、上記立向きをなす各
面網3〜5に比べて縦横両素線が剥離するおそれ
が少ないため、これらの素線に凹部が形成されて
いない通常の溶接金網で形成してもよい。もちろ
ん、上記立向きの面網3〜5と同じ構成の溶接金
網で形成してよいことはいうまでもない。
On the other hand, in the case of the bottom mesh 2, there is less risk of peeling of both the vertical and horizontal wires compared to the above-mentioned vertically oriented surface meshes 3 to 5, so it is a normal welded wire mesh without recesses formed in these wires. It may be formed by Of course, it goes without saying that it may be formed of a welded wire mesh having the same structure as the above-mentioned vertical surface meshes 3 to 5.

上記土留カゴ1における前面網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
と底面網2との間、あるいはそれらの両方に張設
10,11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12を張設してもよい。
In order to more reliably prevent the bulging deformation of the front net 3 in the earth retaining basket 1, as shown in FIG.
It is desirable to provide tension wires 10 and 11 between the front screen 3 and the bottom screen 2, or both of them. It may be stretched.

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、その中に土石を充填すること
により、1段または第5図に示すように複数段重
積状態に設置するものである。
The earth retaining basket 1 having the above structure is placed at a predetermined location such as a slope, and by filling it with earth and stones, it can be installed in one stage or in multiple stages as shown in Fig. 5. be.

ここで、上記土石の充填時や、充填された土石
が沈下する際などには、土留カゴ1の立向きの面
網3〜5における横素線8に、下向きや斜下向き
に衝撃力や土圧による作用力が働くが、該横素線
8は、縦素線7における凹部9内に嵌合状態で溶
接されているため、係合力が強くなつて下方へ移
動しにくくなつており、従つてその剥離が生じに
くい。この効果は、横素線8を土留カゴ1の内側
に配置させることによつて一層向上する。
Here, when filling the earth and stones mentioned above or when the filled earth and stones sink, the horizontal wires 8 of the upright face meshes 3 to 5 of the earth retaining basket 1 are subjected to downward or diagonally downward impact force or earth. Although an acting force due to pressure acts, since the horizontal strand 8 is welded in a fitted state within the recess 9 of the vertical strand 7, the engagement force becomes strong and it becomes difficult to move downward, and the It is difficult for peeling to occur. This effect is further improved by arranging the horizontal strands 8 inside the retaining basket 1.

第6図及び第7図は、上記溶接金網の別構成例
を示すもので、第6図の場合は、縦素線17にお
ける凹部19の下部に凸部20を形成し、この凸
部20によつて横素線18の係合力を高めるよう
にしており、一方、第7図に示すものは、縦素線
27の凹部29を十分に大きく形成すると共に、
その上辺29aに比べて下辺29bの傾きを大き
くなし、その傾きによつて横素線28の係合力を
高めるようにしている。
6 and 7 show another example of the structure of the welded wire mesh. In the case of FIG. 6, a protrusion 20 is formed at the lower part of the recess 19 in the vertical strand 17, Therefore, the engagement force of the horizontal strands 18 is increased.On the other hand, in the case shown in FIG. 7, the recesses 29 of the vertical strands 27 are formed sufficiently large,
The slope of the lower side 29b is made larger than that of the upper side 29a, and the engagement force of the horizontal wire 28 is increased by the slope.

なお、上記実施例では、土留カゴ1における各
面網2〜5を全て溶接金網で形成した場合につい
て説明したが、通常、後面網4は土中に埋設さ
れ、また、側面網5,5は、土中に埋設された状
態で隣接する土留カゴの側面網と当接して外側か
ら支持されるため、変形しにくかつたり、若干変
形しても差支えない場合が多く、従つて、これら
の後面網4及び側面網5,5は、底面網2と共に
必らずしも前面網3と同様の特殊構造の溶接金網
で形成する必要はなく、通常の溶接金網や菱形金
網、あるいはエキスパンドメタル金網等で形成す
ることもできる。
In addition, in the above embodiment, the case was explained in which all the side nets 2 to 5 in the retaining cage 1 were formed of welded wire netting, but normally the rear netting 4 is buried in the soil, and the side nettings 5, 5 are , because they are supported from the outside by coming into contact with the side nets of adjacent earth retaining baskets while buried in the soil, they are often difficult to deform or can be slightly deformed; The rear mesh 4 and the side meshes 5, 5, together with the bottom mesh 2, do not necessarily need to be formed of welded wire mesh with the same special structure as the front mesh 3, but may be ordinary welded wire mesh, diamond-shaped wire mesh, or expanded metal wire mesh. It can also be formed by

第8図及び第9図は、それぞれ土留カゴの別実
施例を示すもので、第8図に示す土留カゴ31
は、前面網3,3と底面網32とによつて略L字
形に形成すると共に、少なくとも前面網33を上
記構成の溶接金網により形成し、その施設時には
支柱36によつて支持させるようにしたものであ
り、第9図に示す土留カゴ41は、前面網43と
底面網42とからなる略L字形のカゴ本材44に
おける少なくとも前面網43を上記構成の溶接金
網で形成し、このカゴ材44を三角形状をなす複
数の枠骨45に支持させると共に、角枠骨45に
形成された環45aに連結骨46を挿通させたも
のであつて、いずれの土留カゴ31,41も、そ
の内側に土石を充填して1段、または多段に設置
するものである。
FIGS. 8 and 9 each show another embodiment of the earth retaining basket, and the earth retaining basket 31 shown in FIG.
is formed into a substantially L-shape by the front mesh 3, 3 and the bottom mesh 32, and at least the front mesh 33 is formed of a welded wire mesh having the above structure, and is supported by supports 36 when the facility is installed. The retaining cage 41 shown in FIG. 9 has a substantially L-shaped main basket material 44 consisting of a front mesh 43 and a bottom mesh 42, at least the front mesh 43 of which is formed of a welded wire mesh having the above-mentioned structure. 44 is supported by a plurality of triangular frame bones 45, and a connecting bone 46 is inserted through a ring 45a formed in the square frame bone 45. These are filled with earth and stone and installed in one or multiple stages.

上記各実施例における前面網3,33,43
は、斜面の角度やその他の条件に応じて適宜傾斜
させることができる。
Front mesh 3, 33, 43 in each of the above embodiments
can be appropriately inclined depending on the angle of the slope and other conditions.

[考案の効果] このように、本考案によれば、土留カゴの前面
網における少なくとも縦素線に凹部を設け、該凹
部内において横素線を縦素線に溶接したので、該
横素線が凹部内に強固に支持されて下方に移動す
ることがなく、そのため、土石を充填する際の衝
撃力や、土石が沈下する際の土圧等が横素線に下
向きや斜下向きに作用しても、該横素線の剥離が
生じにくい。
[Effect of the invention] As described above, according to the invention, a recess is provided in at least the vertical strands in the front mesh of the retaining basket, and the horizontal strands are welded to the vertical strands within the recess. is firmly supported in the recess and does not move downward, so the impact force when filling with earth and stones, the earth pressure when earth and stones sink, etc. act on the horizontal strands downward or diagonally downward. Even if the horizontal strands are separated, peeling is unlikely to occur.

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

第1図は本考案に係る土留カゴの一実施例を示
す斜視図、第2図はその断面図、第3図は溶接金
網の部分正面図、第4図はその拡大断面図、第5
図は第1図の土留カゴの設置状態の断面図、第6
図及び第7図は溶接金網の異なる構成例を示す第
4図と同様の断面図、第8図及び第9図はそれぞ
れ本考案の別実施例の斜視図である。 3,33,43……前面網、7,17,27…
…縦素線、8,18,28……横素線、9,1
9,29……凹部。
Fig. 1 is a perspective view showing one embodiment of a retaining cage according to the present invention, Fig. 2 is a sectional view thereof, Fig. 3 is a partial front view of a welded wire mesh, Fig. 4 is an enlarged sectional view thereof, and Fig. 5
The figure is a cross-sectional view of the installed state of the earth retaining basket in Figure 1, and Figure 6.
7 and 7 are sectional views similar to FIG. 4 showing different configuration examples of the welded wire mesh, and FIGS. 8 and 9 are perspective views of other embodiments of the present invention, respectively. 3, 33, 43...Front net, 7, 17, 27...
...Vertical wire, 8,18,28...Horizontal wire, 9,1
9, 29... recess.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 少なくとも前面網を縦素線と横素線とからなる
溶接金網により形成し、該前面網の少なくとも縦
素線に凹部を設け、該凹部内において横素線を縦
素線に溶接したことを特徴とする土留用カゴ。
At least the front mesh is formed of a welded wire mesh consisting of vertical strands and horizontal strands, a recess is provided in at least the vertical strands of the front mesh, and the lateral strands are welded to the vertical strands in the recess. A basket for retaining earth.
JP17878986U 1986-11-20 1986-11-20 Expired JPH0348270Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17878986U JPH0348270Y2 (en) 1986-11-20 1986-11-20

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17878986U JPH0348270Y2 (en) 1986-11-20 1986-11-20

Publications (2)

Publication Number Publication Date
JPS6386145U JPS6386145U (en) 1988-06-06
JPH0348270Y2 true JPH0348270Y2 (en) 1991-10-15

Family

ID=31121249

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17878986U Expired JPH0348270Y2 (en) 1986-11-20 1986-11-20

Country Status (1)

Country Link
JP (1) JPH0348270Y2 (en)

Also Published As

Publication number Publication date
JPS6386145U (en) 1988-06-06

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