JPS62296015A - Simple latticework construction work - Google Patents
Simple latticework construction workInfo
- Publication number
- JPS62296015A JPS62296015A JP13880086A JP13880086A JPS62296015A JP S62296015 A JPS62296015 A JP S62296015A JP 13880086 A JP13880086 A JP 13880086A JP 13880086 A JP13880086 A JP 13880086A JP S62296015 A JPS62296015 A JP S62296015A
- Authority
- JP
- Japan
- Prior art keywords
- slope
- lattice
- frame
- construction
- net
- 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.)
- Pending
Links
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
Description
【発明の詳細な説明】
3、発明の詳細な説明
(産業上の利用分野)
本発明は、土木工事に於ける法面安定工法の内絡り玲の
応用工法に関するものである。[Detailed Description of the Invention] 3. Detailed Description of the Invention (Field of Industrial Application) The present invention relates to an application method of slope stabilization method for reducing entanglement in civil engineering work.
(従来の技術)
近年道路開発、宅地開発、自然災害による土砂崩れ等に
より、自然環境に大きく変化を来たし、破壊された法面
の復旧が急務となっており、種子吹付、張芝工法又は物
理的に法面を安定させる法栓工法及び格チ命工法に依っ
て法面を安定させる事により、自然復旧に取り組んで来
た。しかしながら種子吹付等の簡単な緑化工法だけでは
安定しない法面が多く、その対応策として法面上に型片
を組んでコンクリートを流し込んで重量で法面を安定さ
せる法庁工法があるが、これは工事が大掛りになり過ぎ
て、工事費がかさむ上に、軟弱地盤に於いては、法斤の
重量が逆に法面崩壊の原因にもなる為に、適用範囲が限
定される工法であるので、一般的には軽量で比較的安い
工事費で法面を安定させる工法として、細かく法面上を
区切る格子片工法が広く採用されでいてd竹材に排水効
果を持たせて、枠材による土留効果と排水溝による排水
効果を組み合わせた軽量な格子粋による法面安定工法と
しで、現在汎用されている。(Conventional technology) In recent years, the natural environment has undergone major changes due to road development, housing development, landslides caused by natural disasters, etc., and there is an urgent need to restore destroyed slopes. We have been working on natural restoration by stabilizing the slope using the Hōbō method and the Kakuchimei method. However, there are many slopes that cannot be stabilized with simple greening methods such as seed spraying, and as a countermeasure, there is the Hocho construction method, in which mold pieces are assembled on the slope and concrete is poured in to stabilize the slope using weight. This is a construction method that has a limited scope of application because the construction is too large and the construction cost is high, and the weight of the slope can cause slope collapse on soft ground. Therefore, as a construction method that stabilizes slopes with light weight and relatively low construction costs, the lattice piece method, which divides the slope into small sections, has been widely adopted. This is a slope stabilization method using lightweight lattices that combines the earth retaining effect of the lattice system and the drainage effect of the drainage ditch, and is currently widely used.
更に土圧に対しCは、ズLを法面に打って格子片とプ九
を連結する事により、施工時には軽くて、施工後は土庄
に対しCも対応できる構造になっているので、従来の格
子片は誠に意義有る工法であります。しかしながら、た
とえ軽量な片材であり′Cも、法面上では計・材が移動
し易く、格チを組み立でるのに手間取る上に、格子片を
組み立てても、アンカーで固定するまでは、法尻方向へ
垂れてしまい格子片の施工作業の内、組立て及び位置決
めの作業が占める労務費は多大なものがある。更に格子
片の組立て及び位置決めの作業は法面上で行なわれるの
で、勾配の付いた斜面での作業は平地での作業と違い、
作業者にと1で疲労感を与える苦痛の多い作業となって
いるよって、作業の簡素化により、工事費の削減、工期
の短縮等の省力化が進めば、軽量格子枠工法は更に多く
の需要を生み出す事が出来ると考えられる。Furthermore, C against earth pressure can be made lighter during construction by driving Z into the slope and connecting lattice pieces and P9. This lattice piece is a truly significant construction method. However, even if the lattice pieces are lightweight, they are easy to move on the slope, and it takes time to assemble the grid. Of the construction work for the lattice pieces that sag toward the foot of the slope, assembly and positioning work account for a large amount of labor costs. Furthermore, since the work of assembling and positioning the grid pieces is done on a slope, work on a slope with a slope is different from work on flat ground.
This is a painful task that can cause workers to feel fatigued, so if labor savings such as reduction of construction costs and construction period are achieved by simplifying the work, the lightweight lattice frame construction method will become more popular. It is believed that demand can be created.
(発明が解決しようとする問題点)
本発明が解決しようとする問題点は、作業が楽で早く、
更に法面の安全性に優れた軽量格子片を提供する事にあ
る。(Problems to be solved by the invention) The problems to be solved by the invention are that the work is easy and fast;
Furthermore, it is an object of the present invention to provide a lightweight grid piece that is excellent in safety on slopes.
(問題を解決する為の手段)
以上の問題点を解決する為の手段として、本発明が採−
た方法はあらかじめ格子慶の水平方向の枠材が平行に一
定間隔で連続して取り付けられたネット、又は透水性シ
ートを提供する事に加えて、該水平方向のノ奢材と簡単
に連結可能な格子片の縦枠を提供することである。(Means for solving the problem) The present invention is adopted as a means for solving the above problems.
In this method, in addition to providing a net or a water-permeable sheet in which the horizontal frame members of the lattice are attached in parallel at regular intervals in advance, it can be easily connected to the horizontal luxury materials. The purpose of this invention is to provide a vertical frame of lattice pieces.
(作用)
水平方向%塗材(3)が取り付けられたネット(1)又
は透水シート(2)を法面に展開した後、水平方向q上
材(3)と縦片(4)の切り込み(9)を合わせる事に
より連結させて、更にアンカー(5)で法面(8)に固
定した後、客土(6)を施して表面に種子吹付(6)等
の緑化工法を併用する。(Function) After spreading the net (1) or water-permeable sheet (2) to which the horizontal % coating material (3) is attached on the slope, cut the horizontal q top material (3) and the vertical piece (4) ( 9), and after fixing to the slope (8) with anchors (5), soil (6) is applied and greening methods such as seed spraying (6) are used on the surface.
(施工例)
以下本発明を実施例に従って説明すると、本発明の簡易
格子片工法は、第1図に示した様に切り込み(9)を有
する水平方向の枠材(3)が一定間隔で平行に取り付け
られたネット(1)と、第3図に示した様に切り込み(
9)を有する縦井(4)により、第4図に示した様に法
面(8)上で切り込み(9)を合わせることにより、格
子状の斤を形成し、法面の状況に合わせて長さ30口〜
100αのアンカー(5)で適宜固定して法面(8)上
に格+iを設置する工法である。(Construction Example) The present invention will be explained below according to an example. As shown in Fig. 1, the simple lattice piece construction method of the present invention consists of horizontal frame members (3) having notches (9) arranged in parallel at regular intervals. The net (1) attached to the net (1) and the notch (
By aligning the notches (9) on the slope (8) as shown in Figure 4 with the vertical well (4) having a vertical well (9), a lattice-like loaf is formed and Length 30 pieces ~
This is a construction method in which the case +i is installed on the slope (8) by appropriately fixing it with an anchor (5) of 100α.
水平方向の枠材(3)と紘伜(4)の材質はポリエチレ
ン又はポリプロピレン等の廃ブラで構成されでいるが、
軽量で強度が廃ブラと同等以上のものであれば、特にこ
れにこだわらない。枠材の土留厚は2crn〜15αで
現場の状況に合わせて選定出来る。The horizontal frame material (3) and Hiroto (4) are made of waste bras such as polyethylene or polypropylene.
As long as it's lightweight and has the same strength as a discarded bra, you don't have to worry about it. The earth retaining thickness of the frame material can be selected from 2crn to 15α depending on the site situation.
ネット(1)の材質についてモ、ポリエチレン、ポリプ
ロピレン等の糸で編まれたもので、土庄に対しではアン
カー(5)で耐える構造になっている為、ネットの強度
についでは水平方向の、枠−材(3)と縦枠 (4)の
組立及び位置決めに支障を来たさないだけの強度のもの
であれば、糸の線み、網目のサイズ及びネットの構造に
は特にこだわらない。Regarding the material of the net (1), it is woven from threads such as polyethylene, polypropylene, etc., and has a structure that can withstand Tonosho with the anchor (5). As long as it is strong enough not to interfere with the assembly and positioning of the material (3) and the vertical frame (4), there are no particular restrictions on the line of the thread, the size of the mesh, or the structure of the net.
更に法面(8)に格子片を設置したら、第6図に示す様
に客土(6)を施した後種子吹付(7)等の緑化工法を
併用するが、客土(6)の代わりに格チ粋内に植生土の
うを敷設して、法面(8)を早期安定させる。Furthermore, after installing the lattice pieces on the slope (8), as shown in Figure 6, after applying soil (6), greening methods such as seed spraying (7) are also used, but instead of soil (6). The slope (8) will be stabilized at an early stage by laying vegetation sandbags within the slope.
また、水平方向q冷材(3)の間隔は標準100ffで
あるが、法要、勾配により水平方向の斤材(3)の間隔
を密にしたい場合は、第8図に示す様に法面(8)にす
でに設置された格子蹄の縦片(4)の切り込み(9)に
第2図に示した様なネット(1)に取り付けられていな
い水平方向q粋材(3)の切り込み(9)をはめ込めば
間隔は簡単に50αとなる。In addition, the standard spacing between the horizontal q cold materials (3) is 100ff, but if you want to make the horizontal spacing between the cold materials (3) closer due to memorial services or slopes, use the slope (3) as shown in Figure 8. 8) In the notches (9) of the vertical pieces (4) of the lattice hoof that have already been installed, make the notches (9) of the horizontal strips (3) that are not attached to the net (1) as shown in Figure 2. ), the interval easily becomes 50α.
また本発明に於いでは、実施例は水平方向の枠材(3)
と!lr@−(4)との連結は切り込み(9)のはめ込
み形式であるが、はめ込み形式ではなく別途結合具を用
いても良いし、縦$(4)の高さが水平方向の隼材(3
)の2倍以上あれば、必ずしもネフ)(1)又は透水性
シート(2)に取り付けられた水平方向の枠材(3)に
は切り込み(9)は必要でない。また、ネット(1)の
代わりに法面の条件(勾配、法要、土質等)によ−では
、第7図に示しtこ様に透水性シート(2)を用いても
良い。In addition, in the present invention, the embodiment is a horizontal frame member (3)
and! The connection with lr@-(4) is by fitting in the notch (9), but instead of fitting in, a separate connector may be used. 3
), the notch (9) is not necessarily required in the horizontal frame member (3) attached to the Neff (1) or the water-permeable sheet (2). Moreover, instead of the net (1), depending on the conditions of the slope (gradient, legal requirements, soil quality, etc.), a water-permeable sheet (2) as shown in FIG. 7 may be used.
(効果)
以上の様に、本発明の簡易格子枠工法によれば、法肩か
らネット(1)又は透水性シート(2)を法面(8)に
展開するだけで、測量及びアンカー(5)で枠材を固定
しなくても、水平方向の枠材・(3)の位置が決まり、
縦q (4)の設置すべき位置も法肩での作業だけで自
動的に決定しでしまい、その上極簡単な作業で、水平方
向の枠材(3)と縦J竹(4)が結合されるので作業が
省力化されて、著しく工事費が削減されるのに加えて、
従来格千所が施工出来ない急傾斜地に於いても、容易に
施工可能な為格+jfl=を予算上採用出来なかつたり
、急勾配の為採用出来なかった法面でも新たに採用可能
となり、多くの需要を生み出すので産業上多大な効果が
あると考えられる。−例として、1割勺配の比較内軟か
い土質の切土法面での10α厚客土方式に於ける労務費
を積算してみると、従来のコンクリート格子枠では1o
orn’当り約30人玉掛かり、比較的工事費の安いプ
ラスチック製の軽量格子片−でも100m’当り約13
人玉掛かる。それに比べて本発明の簡易格子枠に於いで
は、労務費は100rn’当り約9.0人工ですむ。(Effects) As described above, according to the simple lattice frame construction method of the present invention, by simply rolling out the net (1) or the permeable sheet (2) from the shoulder of the slope onto the slope (8), surveying and anchors (5 ), the horizontal position of the frame material (3) can be determined without fixing the frame material.
The position where the vertical q (4) should be installed is automatically determined just by working on the shoulder of the slope, and what's more, the horizontal frame material (3) and the vertical J bamboo (4) can be easily determined. In addition to saving labor and significantly reducing construction costs because they are combined,
Even on steep slopes where conventional Kakusensho could not be constructed, it is now possible to use Mekaku+jfl=, which can be easily constructed, on slopes where it was not possible due to the budget or because of the steep slope. It is thought that it will have a great industrial effect because it will create demand for. - As an example, when we calculate the labor costs for the 10α Atsuki Soil method on a cut slope with soft soil in a comparison of 10% latticework, we find that with a conventional concrete lattice frame, 1o
Approximately 30 people per orn, and even lightweight plastic grids with relatively low construction costs cost approximately 13 per 100 m.
It takes a human ball. In comparison, in the simple lattice frame of the present invention, the labor cost is about 9.0 man-hours per 100 rn'.
更に従来の格う章は、基礎ブロックに合わせて下から組
立でながらアンカー(5)で固定しC行かないと下にず
れでしまうので、別途基礎ブロックが必要となるが、本
発明の簡易格子枠では法尻から施工するのではなくて、
法肩からネット(1)又は透水性シート(2)を展開す
れば、水平方向の片材(3)は下にずれる心配はないの
で、基礎ブロックは施工上必要としないので、工事がよ
り安価をこ行なわれる。Furthermore, with the conventional lattice grid, it is assembled from below according to the foundation block and fixed with anchors (5), otherwise it will shift downward, so a separate foundation block is required, but the simple lattice of the present invention Rather than constructing the frame from the bottom,
If the net (1) or permeable sheet (2) is deployed from the shoulder of the slope, there is no need to worry about the horizontal pieces (3) shifting downward, so foundation blocks are not required during construction, making the construction process cheaper. This is done.
更に条件の悪い法面に於いでは、本発明の簡易格子枠工
法では、水平方向の枠材(3)の間隔を半分にして、才
ヤが直接土砂を留める効果に加えて法面(8)の表層を
流れる雨水の流速を落としで土留効果を増す事が簡易な
作業で可能であるのに加えで、特に不安定な法面に於い
では透水性シート(2)を使用した簡易格子1危工法を
用いれば、従来の格子J卆と比べて全面で排水する為、
排水効果に優れているので、枠材に依る土留効果と透水
性シート(2’)に依る排水効果の相乗効果に依り、従
来の格子性・では安定不可能とされていた長大法面、軟
弱地盤、急傾斜地、降雨量の特に多い地域での法面等の
不安定な法面にまで施工可能となるので、本発明の簡易
格子枠工法によれば、工期の短縮化、工事費の削減、従
来の格子枠では作業困難とされる急傾斜地(勾配8分〜
6分)での作業性に加えて、法面の安全性についでも従
来の格子膝では安定不可能な法面についても、土留効果
と排水効果の相乗効果により安定可能となる為に産業1
新たに多大な需要を生み出すので誠に有意義な発明であ
る。Furthermore, on slopes with poor conditions, the simple lattice frame construction method of the present invention halves the horizontal spacing of the frame members (3), and in addition to the effect of directly retaining earth and sand, the slope (8 ) In addition, it is possible to increase the earth retaining effect by reducing the velocity of rainwater flowing on the surface layer with simple work. If you use the 1st risk construction method, compared to the conventional lattice J volume, drainage will be carried out over the entire surface, so
Because it has excellent drainage effect, the synergistic effect of the earth retaining effect of the frame material and the drainage effect of the permeable sheet (2') allows it to be used on long slopes and soft slopes that were considered impossible to stabilize with conventional lattice structures. The simple lattice frame construction method of the present invention can shorten the construction period and reduce construction costs because it can be constructed on unstable slopes such as ground, steep slopes, and slopes in areas with particularly high rainfall. , on steep slopes where it is difficult to work with conventional lattice frames (gradients of 8 minutes and up)
In addition to improving workability (6 minutes), the safety of slopes, which cannot be stabilized with conventional lattice knees, can be stabilized due to the synergistic effect of the earth retaining effect and drainage effect.
This is a truly significant invention as it will create a huge new demand.
第1図は特許請求範囲第1項記載の格子枠の内、水平方
向の片材が取り付けられているネットを法面に展開した
状態を示す正面図。第2)特許請求の四箇1項記載の水
平方向の枠材の斜視図。第3図は特許請求範囲第1項記
載の縦締の斜視図。第4図は特許請求範囲第1項に記載
の簡易格子叶を法面上に組立で、アンカーで固定した状
態を示す正面図。第5図は第4図のA−A断面図。第6
図は特許請求範囲第1項記載の簡易格子片を法面上で組
立で、アンカーで固定した後、客土し表面に緑化工法を
施した状態を示す縦断面図。第7図は、特許請求範囲第
2項記載の簡易格子片を法面上に組立て、アンカーで固
定した後、客土し表面に緑化工法を施した状態を示す縦
断面図。第8図は、特許請求範囲第1項記載の格子枠を
法面上に組立てた後、水平方向σ枠材を更に密に配置し
た状態を示す正面図。
符号の説明
1・・・・・ネット
2・・・・・透水性シート
3・・・・・水平方向の締付
4・・・・・縦木
5・・・・・アンカー
6・・・・・客土
7・・・・・押子吹付
8・・・・・法面
9・・・・・切り込み
特許出願人 日新産業株式会社
′i4sriJFIG. 1 is a front view showing a state in which a net to which horizontal strips of the lattice frame according to claim 1 are attached is unfolded on a slope. 2) A perspective view of a horizontal frame member according to claim 4. FIG. 3 is a perspective view of the vertical fastening described in claim 1. FIG. 4 is a front view showing a state in which the simple lattice leaf according to claim 1 is assembled on a slope and fixed with anchors. FIG. 5 is a sectional view taken along line AA in FIG. 4. 6th
The figure is a longitudinal sectional view showing a state in which the simple lattice pieces described in claim 1 are assembled on a slope, fixed with anchors, and then soil is added and the surface is subjected to a greening method. FIG. 7 is a vertical cross-sectional view showing a state in which the simple lattice pieces described in claim 2 are assembled on a slope surface, fixed with anchors, and then soil is added and a greening method is applied to the surface. FIG. 8 is a front view showing a state in which horizontal σ frame members are arranged more densely after the lattice frame according to claim 1 is assembled on a slope. Explanation of symbols 1...Net 2...Water permeable sheet 3...Horizontal tightening 4...Vertical beam 5...Anchor 6...・Relief soil 7...Press spraying 8...Slope surface 9...Incision Patent applicant Nissin Sangyo Co., Ltd.'i4sriJ
Claims (2)
で連続して取り付けられているネットを法面に展開して
後、縦枠をすでに法面上に設定されている、水平方向の
枠材に連結する事により、法面上に格子状に枠を組み、
該格子状枠を適宜にアンカーで固定する事により、法面
上に格子枠を固定設置する簡易格子枠工法。(1) After the horizontal frame members of the earth retaining lattice frame are installed in parallel at regular intervals on the slope, the vertical frames are already set on the slope. By connecting to the frame material in the direction, a frame is assembled in a grid pattern on the slope,
A simple lattice frame construction method in which the lattice frame is fixedly installed on a slope by appropriately fixing the lattice frame with anchors.
りに透水性シートを用いて成る簡易格子枠工法。(2) A simple lattice frame construction method using a water-permeable sheet instead of the net described in claim 1.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13880086A JPS62296015A (en) | 1986-06-13 | 1986-06-13 | Simple latticework construction work |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13880086A JPS62296015A (en) | 1986-06-13 | 1986-06-13 | Simple latticework construction work |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS62296015A true JPS62296015A (en) | 1987-12-23 |
Family
ID=15230525
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP13880086A Pending JPS62296015A (en) | 1986-06-13 | 1986-06-13 | Simple latticework construction work |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS62296015A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5584600A (en) * | 1994-11-17 | 1996-12-17 | Langdon; Christopher D. | Soil erosion control and vegetation retardant |
CN102383427A (en) * | 2011-08-25 | 2012-03-21 | 重庆丹海实业有限公司 | Ecological bag fixing device |
JP2014189978A (en) * | 2013-03-26 | 2014-10-06 | Joji Yamashita | Construction method of leaning type retaining wall |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5726454B2 (en) * | 1975-07-23 | 1982-06-04 |
-
1986
- 1986-06-13 JP JP13880086A patent/JPS62296015A/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5726454B2 (en) * | 1975-07-23 | 1982-06-04 |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5584600A (en) * | 1994-11-17 | 1996-12-17 | Langdon; Christopher D. | Soil erosion control and vegetation retardant |
CN102383427A (en) * | 2011-08-25 | 2012-03-21 | 重庆丹海实业有限公司 | Ecological bag fixing device |
JP2014189978A (en) * | 2013-03-26 | 2014-10-06 | Joji Yamashita | Construction method of leaning type retaining wall |
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