JPS5838027Y2 - Dodomesaku - Google Patents
DodomesakuInfo
- Publication number
- JPS5838027Y2 JPS5838027Y2 JP1975080994U JP8099475U JPS5838027Y2 JP S5838027 Y2 JPS5838027 Y2 JP S5838027Y2 JP 1975080994 U JP1975080994 U JP 1975080994U JP 8099475 U JP8099475 U JP 8099475U JP S5838027 Y2 JPS5838027 Y2 JP S5838027Y2
- Authority
- JP
- Japan
- Prior art keywords
- fence
- bones
- bone
- earth retaining
- wire mesh
- 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
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Description
【考案の詳細な説明】
本考案は、傾斜地における道路の敷設や宅地開発に際し
、法面を保護するためなどに使用する土留柵に関するも
ので、現場での組立て及び施工を容易ならしめたことを
その特徴とするものである。[Detailed description of the invention] This invention relates to earth retaining fences used to protect slopes when constructing roads or developing residential land on slopes. This is its characteristic.
以下本考案の実施例を図面に基づいて詳細に説明するに
、土留柵は、支持骨組立体1に柵帯2及び補助柵帯3を
支持させたもので、支持骨組立体1は、一本の針金を折
曲して形成した三角形状の支持骨4を多数並設して、そ
の前辺4aの上下部及び中間部に形成したループ8,9
.10にそれぞれ上下及び中間の横骨5,6.7を挿通
させると共に、上辺4bと下辺4Cとの連結部に形成し
たループ11に連結骨12を挿通させ、また上記中間の
横骨7及び連結骨12を挿通させる際、それらを眼前1
3の両端に設けたループ14.15にも挿通させること
により両管7,12間に該眼前13を取付け、これらの
横骨5,6.7及び連結骨12の両端を新曲して最側端
の支持骨4に係着することにより構成している。An embodiment of the present invention will be described below in detail based on the drawings.The earth retaining fence has a supporting frame assembly 1 supporting a fence band 2 and an auxiliary fence band 3, and the supporting frame assembly 1 consists of one A large number of triangular support bones 4 formed by bending wire are arranged side by side, and loops 8, 9 are formed at the upper, lower, and middle portions of the front side 4a.
.. The upper and lower and middle transverse bones 5 and 6.7 are inserted through the upper and lower sides 10, respectively, and the connecting bone 12 is inserted through the loop 11 formed at the connecting portion between the upper side 4b and the lower side 4C, and the intermediate horizontal bone 7 and the connecting bone When inserting the bone 12, place them in front of the eye 1
The anterior eye 13 is attached between both tubes 7 and 12 by passing through the loops 14.15 provided at both ends of the tube 3, and the two ends of the transverse bones 5, 6.7 and the connecting bone 12 are newly bent to connect them to the most side. It is constructed by engaging the supporting bone 4 at the end.
而して該支持骨組立体1には、金網からなる平網状の柵
帯2を支持骨4の前辺4a及び横骨5゜6.7の内側に
当接係止させると共に、該柵帯2の下端に、金網を支持
骨4の前辺4a及び下辺4Cに沿うようにL字状に折曲
形成した補助柵帯3を配設して、該補助柵帯3により柵
帯2の下端から支持骨4の下辺4Cに沿って後方に延び
る底部3aを形成させている。The support bone assembly 1 is provided with a flat mesh-like fence band 2 made of wire mesh that abuts and locks on the inside of the front side 4a and the lateral bone 5°6.7 of the support bone 4, and the fence band 2 An auxiliary fence strip 3 made of wire mesh bent into an L shape along the front side 4a and lower side 4C of the support frame 4 is provided at the lower end of the support frame 4. A bottom portion 3a extending rearward along the lower side 4C of the support bone 4 is formed.
上記眼前13の一端のループ14は、柵帯2の網目を通
して外側に突出させてあり、従って前述したループ10
.14に対する中間の横骨7の挿通は、支持骨組立体1
に対する柵帯2の取付後に行なうことになり、その際、
該眼前13は、隣接する支持骨間の中間位置または各支
持骨4に当接させてそれと同一位置に取付けることがで
き、また、柵帯2及び補助柵帯3は、通常の断面円形の
合成樹脂被覆線条を用いた金網や、幅広い帯状被覆を施
こした線条からなる金網等によって形成することができ
る。The loop 14 at one end of the eye 13 is made to protrude outward through the mesh of the fence band 2, so that the loop 14 described above
.. The insertion of the intermediate transverse bone 7 into the supporting bone assembly 1
This will be done after installing the fence belt 2, and at that time,
The front part 13 can be attached at an intermediate position between adjacent supporting bones or in contact with each supporting bone 4 and at the same position, and the fence band 2 and the auxiliary fence band 3 can be attached to a common synthetic structure with a circular cross section. It can be formed by a wire mesh using resin-coated wires, a wire mesh made of wires coated with a wide belt-like coating, or the like.
上述した構成を有する土留柵は、第2図に例示する如く
、傾斜地に掘削した溝16内などに配置し、その底に岩
石、礫を含む土砂、栗石等を充填して土留柵を安定させ
た状態で施設し、それによって柵帯2を法面に被設する
もので、土留用編柵としての機能はかりでなく、蛇籠と
同様な機能をも有するものである。As illustrated in Fig. 2, the earth retaining fence having the above-mentioned configuration is placed in a trench 16 excavated on a slope, and the bottom is filled with earth and sand containing rocks, gravel, chestnut stone, etc. to stabilize the earth retaining fence. The fence belt 2 is installed on the slope, and it has a function similar to that of a gabion rather than a knitted fence for retaining earth.
このような本考案の土留柵によれば、柵帯の下端に補助
柵帯によって底部を形成したので、法面の表層の土砂が
該底部で受は止められて安定し、而して法面ば雨水など
により土留柵の下方の表層部分(第2図のA部分)が浸
食されることがあり、それに伴って土留柵内の土砂が流
失することになるが、上述した補助柵帯で形成した底部
により土留柵内の土砂が受は止められてその流失が防止
されるので、浸食の拡大や誘発等の事態が抑制され、ま
た、上記底部の形成に当り、補助柵帯を用いずに柵帯の
下端を後方に向けて折曲するようにした場合には、柵体
自体が非常に大きくしかも長尺であるため、現場でそれ
を定寸に折曲するのが極めて困難となり、然りとて工場
等であらかじめ折曲しておくと巻回して小さくまとめる
ことができないので輸送が困難になるなどの問題が生じ
るが、本考案によれば、柵帯とは別体の補助柵帯を柵帯
下端の角度に配設することにより底部を形成したので、
大きな柵帯を現場等におい折曲する必要がなく、そのた
め支持骨組立体を現場組立可能な三角形状の支持骨、横
骨および連結骨により構成したことと相俟って、現場に
おける土留柵の組み立ておよび施設作業を極めて簡単且
つ迅速に行なうことができ、しかも柵帯は底部を除いた
分だけ小さく、その柵帯が平網状となるので、それを小
さく巻回して輸送できると共に、補助柵帯を現場で比較
的容易に折曲し、或いは予め新曲して輸送することも可
能となり、従って現場への輸送が便利になる等の勝れた
特徴がある。According to the earth retaining fence of the present invention, since the bottom is formed by the auxiliary fence band at the lower end of the fence band, the soil on the surface layer of the slope is stopped and stabilized at the bottom, and the slope surface is stabilized. The lower surface layer of the earth retaining fence (part A in Figure 2) may be eroded by rainwater, etc., and the earth and sand inside the earth retaining fence may be washed away. The bottom of the earth retaining fence catches the earth and sand and prevents it from being washed away, thereby suppressing the expansion and triggering of erosion. If the lower end of the fence strip is bent toward the rear, the fence itself is very large and long, so it is extremely difficult to bend it to the specified size on site. If the fence is bent in advance at a factory, etc., it will not be possible to roll it up and bundle it into a smaller size, making it difficult to transport.However, according to the present invention, an auxiliary fence strip that is separate from the fence strip can be used. The bottom was formed by arranging it at the angle of the lower end of the fence strip, so
There is no need to bend large fence strips on-site, and the supporting frame assembly is composed of triangular supporting bones, transverse bones, and connecting bones that can be assembled on-site, making it possible to assemble earth retaining fences on-site. And facility work can be carried out extremely easily and quickly.Moreover, the fence strip is small except for the bottom part, and the fence strip has a flat mesh shape, so it can be rolled up into a small size and transported, and an auxiliary fence strip can be used. It has excellent features such as being able to be bent relatively easily at the site, or to be transported with a new bend in advance, making transportation to the site convenient.
第1図は本考案に係る土留柵の一部破断斜視図、第2図
はその使用状態を示す断面図である。
1・・・・・・支持骨組立体、2・・・・・・柵帯、3
・・・・・・補助柵帯、4・・・・・・支持骨、5,6
.7・・・・・・横骨、12・・・・・・連結骨。FIG. 1 is a partially cutaway perspective view of the earth retaining fence according to the present invention, and FIG. 2 is a sectional view showing the state in which it is used. 1... Support bone assembly, 2... Fence belt, 3
...Auxiliary fence belt, 4...Support bone, 5,6
.. 7...Transverse bones, 12...Connecting bones.
Claims (1)
宜横骨によって連結すると共に、それらの上辺と下辺の
連結部分を連結骨により連結して支持骨組立体を構成し
、この支持骨組立体における上記各前辺間に、金網によ
って形成した平網状の柵帯を法面に対して適当な角度に
傾斜させて被設可能に支持させると共に、該柵帯の下端
に、該柵帯と別体で金網を支持骨の前辺および下辺に沿
うようにL字状に折曲形成した補助柵帯を配設したこと
を特徴とする土留柵。A support bone assembly is constructed by arranging a large number of triangular supporting bones in parallel, connecting their front sides with appropriate horizontal bones, and connecting the connecting portions of their upper and lower sides with connecting bones. A flat net-like fence strip made of wire mesh is tilted at an appropriate angle to the slope and supported so that it can be installed between each of the front sides of the fence. This earth retaining fence is characterized by having an auxiliary fence belt formed by bending a wire mesh into an L-shape along the front and lower sides of supporting bones.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1975080994U JPS5838027Y2 (en) | 1975-06-13 | 1975-06-13 | Dodomesaku |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1975080994U JPS5838027Y2 (en) | 1975-06-13 | 1975-06-13 | Dodomesaku |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS51159405U JPS51159405U (en) | 1976-12-18 |
JPS5838027Y2 true JPS5838027Y2 (en) | 1983-08-27 |
Family
ID=28560266
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1975080994U Expired JPS5838027Y2 (en) | 1975-06-13 | 1975-06-13 | Dodomesaku |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5838027Y2 (en) |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5220402Y2 (en) * | 1973-09-28 | 1977-05-11 |
-
1975
- 1975-06-13 JP JP1975080994U patent/JPS5838027Y2/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS51159405U (en) | 1976-12-18 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US7156587B2 (en) | Reinforcing geotextile mat and embankment method using the same | |
HUT76249A (en) | Earth structure and switch-unit for it | |
JPS58131228A (en) | Slope frame material and formation thereof | |
JPS5838027Y2 (en) | Dodomesaku | |
JP3611967B2 (en) | Slope structure and its construction method | |
JP2000096586A (en) | Hollow block for hiding opening and laying method therefor | |
JPS5941257Y2 (en) | Slope protection material | |
JPS6151099B2 (en) | ||
JP3038565B2 (en) | Construction method of revetment | |
KR0180072B1 (en) | Slope construction | |
JP3266876B2 (en) | Soil / cover soil block and construction method | |
JPS6011168Y2 (en) | Earth retaining wall structure for slopes | |
JPH0437966Y2 (en) | ||
JPS5853328Y2 (en) | Earth retaining fence | |
JPH03253614A (en) | Face structure of slope of fill-up ground by hard foamed resin block | |
JP3088648U (en) | Inspection frame for legal frame formation | |
JP3266877B2 (en) | Soil and earth covering block | |
JPS6011169Y2 (en) | Earth retaining wall structure for slopes | |
JPS61106825A (en) | Hollow filling gravity system concrete civil engineering structure and building method thereof | |
JPH09144015A (en) | Inspection measuring net body and slope protection frame work using the net body | |
JP2743002B2 (en) | Formwork equipment for terrace pocket construction of legal formwork and method of constructing formwork between legal formwork and terrace pocket | |
JPS61266711A (en) | Mat-cage construction | |
JP3007853U (en) | Inspection frame for forming legal frame | |
JP3040243U (en) | Retaining wall for steep slope with natural stone connection | |
JP2627877B2 (en) | Cast-in-place method |