JPS6315408B2 - - Google Patents
Info
- Publication number
- JPS6315408B2 JPS6315408B2 JP10274983A JP10274983A JPS6315408B2 JP S6315408 B2 JPS6315408 B2 JP S6315408B2 JP 10274983 A JP10274983 A JP 10274983A JP 10274983 A JP10274983 A JP 10274983A JP S6315408 B2 JPS6315408 B2 JP S6315408B2
- Authority
- JP
- Japan
- Prior art keywords
- slope
- frame
- slope protection
- frames
- concrete
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Description
【発明の詳細な説明】
この発明は、山地や切通しの斜面等、崩壊し易
い法面の補強および保護を目的とした法面保護工
法に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a slope protection method for the purpose of reinforcing and protecting slopes that are prone to collapse, such as mountains and cut slopes.
近年、山岳地、丘陵地等における宅地造成や道
路開発の進捗に伴い、各所に崩壊のおそれの多い
法面が形成されている。これらの法面に対する土
木的処置が完全でないと、法面の崩壊により重大
な事故を招くこととなるので、効果的な法面保護
工法の施工が各方面で要望されている。 In recent years, with the progress of building land and road development in mountainous areas, hilly areas, etc., slopes that are at risk of collapse are forming in various places. If these slopes are not completely civil engineered, the collapse of the slopes will lead to serious accidents, so effective slope protection methods are desired in various fields.
この法面保護工事は従来、当該現地の地形や地
質、あるいはその地方の気候等に応じて種々の方
法で施工されているが、従来の方法は既製のコン
クリート等の枠を法面に敷設したり、あるいは現
場においてコンクリートを打設して法枠を作る方
法が一般的であつた。これらの方法は、法面の傾
斜が比較的緩やかでかつ高度も低く法表面の起伏
もない場合は特に問題もないが、法面の状況は各
現場によつて種々のバラエテイがあるため、下記
のような困難を生ずることが多い。 Traditionally, this slope protection work has been carried out using various methods depending on the topography and geology of the site, or the local climate, but the conventional method is to lay a ready-made concrete frame on the slope. The most common method was to construct a legal framework by pouring concrete or pouring concrete on-site. These methods have no particular problems when the slope is relatively gentle and the altitude is low and there are no undulations on the slope surface, but since the situation of the slope varies depending on each site, the following methods are applicable. This often results in difficulties such as:
すなわち、上記のように既製のコンクリート枠
を敷設する方法は、法面の起伏が激しい場合は施
工前に予め整地を行わねばならず、また法面が急
斜面であつたり高い場合には、重量の大きなコン
クリート枠を運び上げて敷設しなければならない
ので、施工がきわめて困難であつた。 In other words, with the method of laying a ready-made concrete frame as described above, if the slope is extremely undulating, the ground must be leveled before construction, and if the slope is steep or high, the weight Construction was extremely difficult as large concrete frames had to be lifted and laid.
また、コンクリートの枠の代りに鉄鋼等の金属
製の枠を敷設する方法も行われているが、この場
合も法面の起伏を整地しなければ施工ができず、
多大の労力と費用が必要であつた。加えて、これ
ら既製のコンクリート枠や金属製枠等を使用する
場合は、法枠を地山に強固に付着させる工法が困
難で、さらに法枠と地山との間に間隙を生ずる場
合があつた。 Another method is to install a metal frame such as steel instead of a concrete frame, but in this case as well, construction is not possible unless the undulations of the slope are leveled.
This required a great deal of effort and expense. In addition, when using these ready-made concrete frames, metal frames, etc., it is difficult to firmly attach the legal frame to the ground, and there are cases where gaps are created between the legal frame and the ground. Ta.
一方、現場においてコンクリートの打設により
法枠を形成する工法は、コンクリート打設用の型
枠を設置する必要があるため、型枠の組立、設置
作業や鉄筋の配筋作業に加え、型枠の取はずし、
徹去の作業も必要となり、多大の時間、労力、費
用を要していた。しかもこの場合も、型枠設置前
にある程度法面の起伏を整地せねばならなかつ
た。 On the other hand, the method of forming a legal framework by pouring concrete on site requires the installation of formwork for concrete pouring, so in addition to the assembly and installation of the formwork and the work of arranging reinforcing bars, removal of the
Eradication work was also required, which required a great deal of time, effort, and cost. Moreover, in this case as well, the undulations of the slope had to be leveled to some extent before the formwork was installed.
なお、コンクリート法枠の打設に当つて型枠を
設置せず、法枠を形成すべき部分に鉄筋、鉄線等
の芯材を張設した上にコンクリートまたはモルタ
ルを吹付け等によつて打設して法枠を形成する工
法も行われている。しかしながら、このような型
枠を用いないでコンクリートを打設する工法にお
いては、打設部分が型枠によつて規制されないた
め、コンクリートやモルタルが不要部分にまで流
出、付着し不経済となる上、法枠の外観も不良と
なる欠点がある。 In addition, when pouring concrete slope frames, instead of installing formwork, core materials such as reinforcing bars and wires are stretched over the area where the slope is to be formed, and then concrete or mortar is poured by spraying, etc. There is also a construction method in which a legal framework is formed. However, in this method of pouring concrete without using formwork, since the area to be poured is not regulated by the formwork, concrete and mortar may spill out and adhere to unnecessary areas, which can be uneconomical. , there is a drawback that the appearance of the legal frame is also poor.
本発明は上記のような従来の工法の欠点を解消
することを目的とし、複雑な工法を避け簡単かつ
経済的な方法で外観、強度にすぐれた法面保護工
を施工し得る方法を提供することを意図してなさ
れたものである。すなわち本発明の法面保護工法
は、適度の剛性を有する条材を多角形状に形成し
その隅角部に短管を固設してなる枠体を複数個法
面上に所要間隔をおいて固定し、前記条材で囲ま
れた枠体内部に法面保護部材を設置し、さらに枠
体と枠体の間にコンクリートを打設して法枠を形
成することを要旨とする。以下、図面に示した実
施例に基き本発明の構成の詳細を説明する。 The present invention aims to eliminate the drawbacks of conventional construction methods as described above, and provides a method for constructing slope protection works with excellent appearance and strength using a simple and economical method that avoids complicated construction methods. It was done with the intention of In other words, the slope protection method of the present invention involves forming a plurality of frames made of polygonal strips with appropriate rigidity and fixing short pipes at the corners of the frames by placing a plurality of frames on the slope at required intervals. The gist is to install a slope protection member inside a frame that is fixed and surrounded by the strips, and then to pour concrete between the frames to form a slope. Hereinafter, the details of the configuration of the present invention will be explained based on the embodiments shown in the drawings.
第1図は本発明工法に使用される枠体の1実施
例を示した平面図、第2図は第1図のA−A視拡
大側面図である。図に見られる如く、枠体1は条
材2を多角形状に形成し、その多角形の各隅角部
外側にそれぞれ短管3を固設して構成されたもの
である。条材2は後述の如く法面上に設置されて
法面保護部材を枠体内部に保持し得るよう適度の
剛性を備えたもので、金属または硬質合成樹脂等
の丸棒、角棒、帯材もしくはパイプ材等を用い得
るが、一般的には強度、重量、価格、加工性等の
条件を勘案して所要径を有する熱間圧延棒鋼等の
金属製丸棒を使用するのが好ましい。図には金属
製丸棒を用いた条材2が正方形状に形成された例
が示されているが、この形状は特に正方形に限定
されるものではなく、施工される法面の状況等に
応じて長方形、台形、菱形、三角形等任意の形状
とすることができるものである。 FIG. 1 is a plan view showing one embodiment of a frame body used in the construction method of the present invention, and FIG. 2 is an enlarged side view taken along line A-A in FIG. As seen in the figure, the frame 1 is constructed by forming strips 2 into a polygonal shape and fixing short tubes 3 on the outside of each corner of the polygon. The strip 2 is installed on the slope as described below and has appropriate rigidity to hold the slope protection member inside the frame, and is made of metal or hard synthetic resin, such as a round bar, a square bar, or a band. Although materials such as steel or pipe materials may be used, it is generally preferable to use a metal round bar such as a hot-rolled steel bar having a required diameter in consideration of conditions such as strength, weight, price, and workability. The figure shows an example in which the strip 2 made of metal round bars is formed into a square shape, but this shape is not particularly limited to a square, and depends on the situation of the slope where the construction will be performed. It can be made into any shape, such as a rectangle, trapezoid, rhombus, or triangle, depending on the situation.
上記のように所要多角形状に形成された条材2
の各隅角部外側に、それぞれ短管3が溶接等の手
段により固設される。この短管3も金属または硬
質樹脂等の管材を使用し得るが、強度、耐久性等
の面から炭素鋼鋼管等の金属管を用いるのがよ
く、前記条材2の隅角部材側に第2図に示す如く
その外面を溶接して固着される。短管3の長さ
(高さ)は、形成さるべき法枠の高さ、後述法面
保護部材の厚さ等に応じて適宜に設定されるもの
であり、条材2が溶着される位置も法面保護部材
を保持するのに適当な位置とするが、通常は第2
図に見られるように短管3の頂部に近い位置に溶
着される。 Strip material 2 formed into the required polygonal shape as described above
A short pipe 3 is fixed to the outside of each corner by means such as welding. This short pipe 3 may also be made of metal or hard resin, but from the viewpoint of strength, durability, etc., it is preferable to use a metal pipe such as a carbon steel pipe. As shown in Figure 2, the outer surface is welded and fixed. The length (height) of the short pipe 3 is appropriately set according to the height of the slope to be formed, the thickness of the slope protection member described below, etc. The second position is also an appropriate position to hold the slope protection member, but usually the second position is
As shown in the figure, it is welded near the top of the short tube 3.
上記のように構成された枠体1を複数個法面上
に所要間隔をおいて固定し、前記条材2で囲まれ
た枠体1内部に法面保護部材を設置し、さらに枠
体1と枠体1の間のスペースにコンクリートを打
設して法枠を形成するものである。第3図はこの
本発明工法により施工された法面の1実施例を示
す平面図、第4図は第3図のB−B視拡大断面
図、第5図は同C−C視断面図である。 A plurality of frames 1 configured as described above are fixed on a slope at required intervals, a slope protection member is installed inside the frame 1 surrounded by the strips 2, and a slope protection member is installed inside the frame 1 surrounded by the strips 2. A legal frame is formed by pouring concrete into the space between the frame body 1 and the frame body 1. Fig. 3 is a plan view showing one embodiment of a slope constructed by the construction method of the present invention, Fig. 4 is an enlarged cross-sectional view taken along the line B-B in Fig. 3, and Fig. 5 is a cross-sectional view taken along the line C-C. It is.
枠体1の法面上への固定は、前記短管3にアン
カーボルト(アンカーピン)4を挿通し、これを
法面5地山に打込むとともにその頭部6を短管3
頂部に引掛け、該短管3を固定することによつて
行われる。第5図にはこのようにして枠体1の短
管3が固定された状況が示されている。 To fix the frame 1 on the slope, insert an anchor bolt (anchor pin) 4 into the short pipe 3, drive it into the slope 5, and attach the head 6 to the short pipe 3.
This is done by hooking it on the top and fixing the short tube 3. FIG. 5 shows a situation in which the short tube 3 of the frame body 1 is fixed in this manner.
条材2で囲まれた枠体1内部に設置される法面
保護部材としては通常多数個の土のうを使用する
が、場合によつては適宜の寸法形状を有するコン
クリートブロツクあるいは玉石等を用いてもよ
く、また予め袋内面に植物種子を付着させた植生
土のうを使用することもできる。第3図には枠体
1内部に多数個の土のう7が設置された状況が示
されている。 As the slope protection member installed inside the frame 1 surrounded by the strips 2, a large number of sandbags are usually used, but in some cases, concrete blocks or cobblestones with appropriate dimensions and shapes are used. It is also possible to use a vegetated sandbag with plant seeds attached to the inner surface of the bag in advance. FIG. 3 shows a situation where a large number of sandbags 7 are installed inside the frame 1.
次に、このようにして法面5上に固定された枠
体1と枠体1との間にコンクリート(またはモル
タル)を打設して法枠8を形成させる。打設は吹
付けまたは流し込み等公知の手段によればよい
が、この場合土のう7が枠体1の条材2内面に保
持されて整列しているので、この土のう7外面が
コンクリート打設に対する型枠の用をなし、不要
部分にコンクリートが流れ出したりすることがな
く、法枠8が整然と形成されるのである。なお、
打設に先立ち前記枠体1間のスペース部分に鉄筋
あるいは鉄線等の芯材を張設しておいて打設を行
つてもよいことは勿論である。 Next, concrete (or mortar) is placed between the frames 1 fixed on the slope 5 in this way to form the slope 8. The pouring may be done by known means such as spraying or pouring, but in this case, the sandbags 7 are held and aligned on the inner surface of the strips 2 of the frame 1, so the outer surface of the sandbags 7 forms a mold for concrete pouring. The frame serves its purpose, the concrete does not flow out into unnecessary areas, and the legal frame 8 is formed in an orderly manner. In addition,
It goes without saying that a core material such as a reinforcing bar or wire may be stretched in the space between the frames 1 prior to the pouring.
土のう7は必らずしも枠体1内部の全面に設置
される必要はなく、条材2の内面に接する周縁部
分のみに設置して法枠8の打設を行つてもよい。
この場合、土のう7が設置されずに残された枠体
1中央部の法面5には、法枠形成後に客土、植生
等を行えばよい。なお土のう7の上面にも必要に
応じて植物種子を混じた泥土の吹付け等の植生工
を施すことも可能である。 The sandbags 7 do not necessarily need to be installed on the entire surface inside the frame 1, and may be installed only on the peripheral edge portions that contact the inner surface of the strips 2, and the sandbags 8 may be placed.
In this case, the slope 5 at the center of the frame 1, which remains without the sandbag 7, may be covered with soil, vegetation, etc. after the sandbag 7 is formed. Note that it is also possible to apply vegetation to the upper surface of the sandbag 7, such as spraying mud mixed with plant seeds, if necessary.
本発明の法面保護工法は以上の如く構成された
ものであり、前記のような従来工法の欠点を解消
し得るきわめて顕著な効果を有するものである。 The slope protection method of the present invention is constructed as described above, and has a very remarkable effect of overcoming the drawbacks of the conventional methods as described above.
すなわち本発明工法は、前記のような簡単な構
成の枠体1を複数個法面上に固定し、その内部に
設置された多数個の土のう7等の法面保護部材を
型枠代りとしてコンクリートを打設し、法枠8を
形成するものである。そして本工法に使用される
枠体1はきわめて軽量で取扱い容易なものである
から、法面5が急傾斜でかつ法高が高い場合でも
容易に施工ができ、工期も短縮され工費も安くな
る。また枠体1を形成する条材2は細い丸棒等が
用いられるので可撓性を有し、法面地山に凹凸が
あつてもその隅角部の短管3をアンカーボルト等
により地山に固定することによつて地山形状に馴
染ませて設置することができるから、法面5の表
面に密着した法枠8を形成することができる。し
かも法枠8のコンクリートは枠体1および土のう
7等で規制されるから、整然とした外観良好な法
枠が得られる。 That is, in the construction method of the present invention, a plurality of frames 1 having a simple structure as described above are fixed on a slope, and a large number of slope protection members such as sandbags 7 installed inside the frames are used instead of formwork to form concrete. is poured to form the legal frame 8. Since the frame 1 used in this construction method is extremely lightweight and easy to handle, it can be easily constructed even when the slope 5 is steep and has a high slope, shortening the construction period and reducing construction costs. . In addition, since the strips 2 forming the frame 1 are made of thin round rods, they are flexible, and even if there are irregularities in the slope, the short pipes 3 at the corners can be connected to the ground using anchor bolts or the like. By fixing it to the mountain, it can be installed to fit the shape of the ground, so the slope frame 8 can be formed in close contact with the surface of the slope 5. Furthermore, since the concrete of the legal frame 8 is regulated by the frame body 1, sandbags 7, etc., a well-ordered legal frame with a good appearance can be obtained.
なお前記第3図に示した実施例においては、正
方形状の枠体を縦横格子状に配列した例が示され
ているが、枠体の形状ならびにその配列を任意に
選択することにより、施工すべき法面の状況に適
応した任意の形態の法枠を形成することが可能で
ある。さらに本発明においては、法枠8の形成さ
れない法面5の部分を土のう7等の保護部材で被
覆するから、植生定着までの間法面を充分に保護
し得る効果をも有する。 Although the embodiment shown in FIG. 3 shows an example in which square frames are arranged in a vertical and horizontal lattice pattern, the construction process can be changed by arbitrarily selecting the shape of the frames and their arrangement. It is possible to form a law frame in any form that is adapted to the situation of the power slope. Furthermore, in the present invention, since the part of the slope 5 where the slope 8 is not formed is covered with a protective member such as a sandbag 7, the slope can be sufficiently protected until the vegetation takes hold.
以上述べた如く本発明は、従来工法のように既
製の法枠や型枠を用いる必要がなく、地形に応じ
て確実性の高い法枠を簡単に形成することがで
き、有効に法面を保護することができるきわめて
すぐれた工法を提供することができたものであ
る。 As described above, the present invention does not require the use of ready-made slope frames or formwork as in conventional construction methods, and can easily form highly reliable slope frames according to the topography, effectively improving the slope surface. We were able to provide an extremely superior construction method that can protect the area.
第1図は本発明工法に使用する枠体の1実施例
を示した平面図、第2図は第1図のA−A視拡大
側面図、第3図は本発明工法により施工された法
面の1実施例を示した平面図、第4図は第3図の
B−B視拡大断面図、第5図は同C−C視拡大断
面図である。
1……枠体、2……条材、3……短管、4……
アンカーボルト、5……法面、6……頭部、7…
…土のう、8……法枠。
Figure 1 is a plan view showing one embodiment of the frame used in the construction method of the present invention, Figure 2 is an enlarged side view taken along line A-A in Figure 1, and Figure 3 is a method constructed using the construction method of the present invention. FIG. 4 is an enlarged sectional view taken along the line BB in FIG. 3, and FIG. 5 is an enlarged sectional view taken along the line CC in FIG. 1... Frame body, 2... Strip material, 3... Short pipe, 4...
Anchor bolt, 5...Slope, 6...Head, 7...
...Sandbag, 8... Law frame.
Claims (1)
その隅角部に短管を固設してなる枠体を複数個法
面上に所要間隔をおいて固定し、前記条材で囲ま
れた枠体内部に法面保護部材を設置し、さらに枠
体と枠体の間にコンクリートを打設して法枠を形
成することを特徴とする法面保護工法。 2 条材が金属製丸棒で短管が金属管であり、短
管の条材への固設が溶接により行われるものであ
る特許請求の範囲第1項に記載の法面保護工法。 3 枠体の法面上への固定が短管に挿通したアン
カーボルトを法面地山に打込むことにより行われ
るものである特許請求の範囲第1項または第2項
に記載の法面保護工法。 4 法面保護部材として多数個の土のうを使用す
る特許請求の範囲第1項から第3項までのいずれ
かに記載の法面保護工法。[Scope of Claims] 1. A plurality of frames made of strips having appropriate rigidity formed into a polygonal shape and short pipes fixed to the corners thereof are fixed on a slope at required intervals, A slope protection construction method characterized in that a slope protection member is installed inside a frame surrounded by the strips, and further concrete is poured between the frames to form a slope. 2. The slope protection method according to claim 1, wherein the strip is a metal round bar, the short tube is a metal tube, and the short tube is fixed to the strip by welding. 3. Slope protection according to claim 1 or 2, wherein the frame is fixed on the slope by driving anchor bolts inserted through short pipes into the slope ground. Construction method. 4. The slope protection method according to any one of claims 1 to 3, which uses a large number of sandbags as slope protection members.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10274983A JPS59228531A (en) | 1983-06-10 | 1983-06-10 | Slope protection work |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10274983A JPS59228531A (en) | 1983-06-10 | 1983-06-10 | Slope protection work |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS59228531A JPS59228531A (en) | 1984-12-21 |
| JPS6315408B2 true JPS6315408B2 (en) | 1988-04-05 |
Family
ID=14335867
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10274983A Granted JPS59228531A (en) | 1983-06-10 | 1983-06-10 | Slope protection work |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS59228531A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100453745C (en) * | 2007-02-09 | 2009-01-21 | 王翔宇 | Ecological treatment method for slope |
| RU192873U1 (en) * | 2019-06-14 | 2019-10-03 | федеральное государственное бюджетное образовательное учреждение высшего образования "Пермский государственный аграрно-технологический университет имени академика Д.Н. Прянишникова" | ROAD PLATE |
-
1983
- 1983-06-10 JP JP10274983A patent/JPS59228531A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS59228531A (en) | 1984-12-21 |
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