JPH0355635Y2 - - Google Patents

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Publication number
JPH0355635Y2
JPH0355635Y2 JP10912586U JP10912586U JPH0355635Y2 JP H0355635 Y2 JPH0355635 Y2 JP H0355635Y2 JP 10912586 U JP10912586 U JP 10912586U JP 10912586 U JP10912586 U JP 10912586U JP H0355635 Y2 JPH0355635 Y2 JP H0355635Y2
Authority
JP
Japan
Prior art keywords
slope
annular frame
connecting members
frame structure
claw plate
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
JP10912586U
Other languages
Japanese (ja)
Other versions
JPS6318554U (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 JP10912586U priority Critical patent/JPH0355635Y2/ja
Publication of JPS6318554U publication Critical patent/JPS6318554U/ja
Application granted granted Critical
Publication of JPH0355635Y2 publication Critical patent/JPH0355635Y2/ja
Expired legal-status Critical Current

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

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は、法面表土の流出や崩壊等を阻止する
ため設置される法面保護用円環枠組構造に関する
ものである。
[Detailed Description of the Invention] (Industrial Application Field) The present invention relates to a slope protection circular framework structure installed to prevent slope topsoil from flowing out or collapsing.

(従来の技術) 従来の法面保護用円環枠構造では、多数個の円
弧状コンクリートブロツクが連続した円環を形成
するように法面に設置され、各円弧状ブロツクは
両端より突出した連結用鉄筋を緊張結合すること
によつて相互に接続されている。
(Prior art) In the conventional ring frame structure for slope protection, a large number of arc-shaped concrete blocks are installed on the slope to form a continuous ring, and each arc-shaped block has a connecting link that protrudes from both ends. They are interconnected by tensioning reinforcing bars.

(考案が解決しようとする問題点) しかしながら、この従来構造では、鉄筋の結束
箇所が多いため労力コストが嵩み、施工単価の低
減が困難である。また、円弧状ブロツクは相互に
連結されているといつても法面上に単に載置され
ているだけであるから、円弧状ブロツクで構成さ
れた円環枠構造と法面との結合は、円弧状ブロツ
クの自重と該自重に伴う摩擦力に依存するだけで
あるため、傾斜角度が大きい法面には適用が困難
であつた。
(Problems to be Solved by the Invention) However, in this conventional structure, the labor cost increases because there are many places where the reinforcing bars are tied, making it difficult to reduce the construction unit cost. Furthermore, even when the arc-shaped blocks are connected to each other, they are simply placed on the slope, so the connection between the circular frame structure composed of the arc-shaped blocks and the slope is Since it only depends on the weight of the arc-shaped block and the frictional force associated with the weight, it has been difficult to apply it to slopes with large inclination angles.

従つて本考案の目的は、施工が簡単であるため
労力コストが節減でき、また、法面との結合力が
増大するため傾斜角度が比較的大きい法面にも支
障なく適用できる法面保護用円環枠構造を提供す
ることである。
Therefore, the purpose of this invention is to create a slope protection device that is easy to install, reduces labor costs, and can be applied to slopes with relatively large slope angles without any problems because it increases the bonding force with the slope. The purpose is to provide an annular frame structure.

(問題点を解決するための手段) 以下、添付図面中の参照符号を用いて説明する
と、本考案の法面保護用円環枠構造は、外周面1
aを相当接させて法面2に並設される複数個の円
環枠本体1と、隣接する3個の円環枠本体1に掛
渡して嵌合される三連結材3と、三連結材3の透
孔4から法面2に打込まれる杭5とから成るもの
である。
(Means for Solving the Problems) Hereinafter, using reference numerals in the attached drawings, the annular frame structure for slope protection of the present invention has an outer peripheral surface
A plurality of annular frame bodies 1 are arranged in parallel on a slope 2 with their a substantially in contact with each other, three connecting members 3 which are fitted across the three adjacent annular frame bodies 1, and three connections. It consists of a pile 5 driven into the slope 2 through a through hole 4 in the material 3.

(実施例) 第1図から第3図に示した第1実施例では、円
環枠本体1の正面1bに当接する前記三連結材3
の背面側には、円環枠構造の法面2に沿つた滑り
に対する阻止力を増強するため、法面2に刺し込
まれる3枚の爪板部3a,3b,3cを等間隔に
設けてあり、各爪板部はそれぞれ1個の円環枠本
体1の内側に嵌挿される。前記透孔4は三連結材
3の中央部に形成され、これより法面2に打込ま
れる杭5は、円環枠構造の法面からの浮上り阻止
のため、三連結材3の正面に当接する拡大頭部5
aを有する。この拡大頭部5a付き杭5の使用
は、寒冷期における凍上圧に対する耐力を増強さ
せるものである。
(Embodiment) In the first embodiment shown in FIGS. 1 to 3, the three connecting members 3 abut against the front surface 1b of the annular frame body 1.
On the back side of the annular frame structure, three claw plate parts 3a, 3b, and 3c inserted into the slope 2 are provided at equal intervals in order to increase the prevention force against slipping along the slope 2 of the annular frame structure. Each claw plate portion is fitted inside one annular frame main body 1. The through hole 4 is formed in the center of the three connecting members 3, and the pile 5 driven into the slope 2 from this hole is placed in the front of the three connecting members 3 in order to prevent the annular frame structure from floating up from the slope. Enlarged head 5 that abuts on
It has a. The use of the pile 5 with the enlarged head 5a increases the resistance to frost heaving pressure during the cold season.

尚、本実施例では、前記爪板部3a,3b,3
cの長さが比較的短く、各爪板部は先端が法面2
の表面部分に突き刺さるだけであるが、各爪板部
を長くして法面2への挿入長さを深く設定すれ
ば、円環枠構造の法面に沿つた滑りに対する阻止
力だけでなく、爪板部と法面地盤との間に働く摩
擦力によつて、法面からの浮上りに対する阻止力
も更に増強することができる。
In this embodiment, the claw plate portions 3a, 3b, 3
The length of c is relatively short, and the tip of each claw plate has slope 2.
However, if each claw plate is made longer and the insertion length into the slope 2 is set deeper, it will not only be able to prevent the annular frame structure from sliding along the slope. Due to the frictional force acting between the claw plate portion and the slope ground, the force to prevent floating from the slope can be further strengthened.

また、本実施例では、円環枠本体1の接合箇所
の全部に三連結材3を装着し、全部の三連結材3
に杭5を挿通したが、法面2の傾斜角度によつて
は、一部の接合箇所については三連結材3の装着
を省略し、一部の三連結材3には杭5を打たない
で置くこともできる。また、法面に沿つた円環枠
構造の滑り阻止のためだけであれば、拡大頭部の
ない杭を使用することもできる。
In addition, in this embodiment, the three connecting members 3 are attached to all the joint parts of the annular frame main body 1, and all the three connecting members 3
However, depending on the inclination angle of the slope 2, the installation of the three-connecting members 3 may be omitted for some joints, and the piles 5 may be inserted into some of the three-connecting members 3. You can also leave it without. Further, if only to prevent the annular frame structure from sliding along a slope, a stake without an enlarged head can also be used.

第4図から第6図に示した第2実施例では、円
環枠本体1の接合箇所の全部には前記三連結材3
と杭5が使用されておらず、一部の接合箇所には
隣接する2個の円環枠本体1のみに掛渡し嵌合さ
れる二連結材6が使用されている。該二連結材6
の背面には、法面2に刺し込まれる2枚の爪板部
6a,6b,を設けてあり、各爪板部はそれぞれ
1個の円環枠本体1の内側に嵌挿される。この二
連結材6の爪板部6a,6bの長さも上記連結座
板3の爪板部と同様の目的で長く設定することが
できる。
In the second embodiment shown in FIGS. 4 to 6, all of the joints of the annular frame main body 1 are
The piles 5 are not used, and two connecting members 6, which are fitted across only two adjacent annular frame bodies 1, are used at some joint locations. The two connecting members 6
Two claw plate parts 6a and 6b, which are inserted into the slope 2, are provided on the back surface of the frame 2, and each claw plate part is inserted into the inner side of one annular frame main body 1, respectively. The lengths of the claw plate portions 6a, 6b of the two connecting members 6 can also be set long for the same purpose as the claw plate portions of the connecting seat plate 3.

本考案の変形例としては、円環枠本体1の接合
箇所の全部に二連結材6を使用して、杭5を全く
使用しないこと;円環枠本体1の接合箇所の全部
に三連結材3を使用して、杭5を全く使用しない
こと;円環枠本体1の接合箇所の三連結材3や二
連結材6を全く使用しないで、第7図に示したよ
うに拡大頭部なしの杭7を打込むこと、或いは拡
大頭部5a付き杭5を打込んで、該頭部5aを円
環枠本体1の正面1bに当接させること等が挙げ
られ、また、これら変形例相互の複合や上記実施
例と変形例に複合形態も可能である。
As a modification of the present invention, two connecting members 6 are used at all joints of the annular frame body 1, and no stakes 5 are used at all; three connecting members are used at all joints of the annular frame body 1. 3 and do not use the stakes 5 at all; do not use the three connecting members 3 and the two connecting members 6 at the joint of the annular frame body 1 at all, and do not use the enlarged head as shown in Fig. 7. or driving a stake 5 with an enlarged head 5a and bringing the head 5a into contact with the front surface 1b of the annular frame main body 1. It is also possible to combine the above embodiments and modifications thereof.

(考案の効果) 以上のように本考案の法面保護用円環枠構造で
は、複数個の円環枠本体1が各外周面1aを相当
接させて法面2に並設され、隣接する3個の円環
枠本体1に三連結材3が掛渡し嵌合され、一部又
は全部の三連結材3の透孔4から杭5が法面2に
打込まれるため、円環枠本体1相互の結合並びに
円環枠本体1と法面2との結合が堅固に行われ、
円環枠構造の法面に沿つた滑りと法面からの浮上
りに対する阻止力が増強されるので、法面保護構
造体としての実用的価値が多大である。
(Effects of the invention) As described above, in the slope protection annular frame structure of the present invention, a plurality of annular frame bodies 1 are arranged in parallel on the slope 2 with their respective outer circumferential surfaces 1a substantially touching each other, and adjacent The three connecting members 3 are fitted across the three annular frame bodies 1, and the stakes 5 are driven into the slope 2 through the through holes 4 of some or all of the three connecting members 3. 1. The mutual connection and the connection between the annular frame body 1 and the slope 2 are firmly performed,
Since the ability to prevent the annular frame structure from sliding along the slope and rising from the slope is enhanced, it has great practical value as a slope protection structure.

また、円環枠構造の主体部材である円環枠本体
1は継目や切欠、凹部等が皆無の完全な円環体で
構成され、これが一連に相当接させて斜面に積層
配置されているため、荷重分散が良く強度的に安
定した法面保護構造が得られる。
In addition, the annular frame body 1, which is the main component of the annular frame structure, is composed of a complete torus with no seams, notches, recesses, etc., and these are stacked in series on a slope so that they are in close contact with each other. , a slope protection structure with good load distribution and stable strength can be obtained.

また、円環枠本体1は転がして運搬できるの
で、単位重量を大きくして1個当りの土圧の支持
力を増大させることができるため、これによつて
法面の傾斜角度を大きく設定することができ、ま
た、寒冷地の斜面に及ぼす凍上圧に対する耐力を
増大させることができる。
Furthermore, since the annular frame body 1 can be rolled and transported, the unit weight can be increased to increase the supporting capacity of each piece of earth pressure, which allows the slope angle of the slope to be set large. It is also possible to increase the resistance to frost heave pressure on slopes in cold regions.

更に、本考案では、多数箇所における連結用鉄
筋の結束作業が全く不要であつて、円環枠本体1
の設置、三連結材3の嵌合、及び杭5の打込みと
いう極めて簡単な作業によつて円環枠構造が組立
てられるため、労力負担を相当低減でき、施工コ
ストの節減が可能である。
Furthermore, with the present invention, there is no need to tie up the connecting reinforcing bars at multiple locations, and the annular frame body 1
Since the annular frame structure can be assembled by the extremely simple operations of installing the three connecting members 3, fitting the three connecting members 3, and driving the piles 5, the labor burden can be considerably reduced, and construction costs can be reduced.

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

第1図から第3図は本考案の第1実施例に係る
法面保護用円環枠構造を示し、第1図は該円環枠
構造の布設状態を示す斜め上方からの正面図、第
2図は該円環枠構造に用いた三連結材と杭の斜視
図、第3図は第1図のA−A線断面図である。第
4図から第6図は本考案の第2実施例に係る法面
保護用円環枠構造を示し、第4図は該円環枠構造
の布設状態を示す斜め上方からの正面図、第5図
は該円環枠構造に付加使用した二連結材の斜視
図、第6図は第4図のB−B線断面図である。第
7図は本考案の変形例に係る円環枠構造の正面図
である。 1……円環枠本体。2……法面、3……三連結
材、4……透孔、5……杭、6……二連結材、7
……杭。
1 to 3 show an annular frame structure for slope protection according to a first embodiment of the present invention, FIG. 1 is a front view from diagonally above showing the installed state of the annular frame structure, and FIG. FIG. 2 is a perspective view of the three connecting members and piles used in the annular frame structure, and FIG. 3 is a sectional view taken along the line A--A in FIG. 1. 4 to 6 show an annular frame structure for slope protection according to a second embodiment of the present invention, FIG. 4 is a front view from diagonally above showing the installed state of the annular frame structure, and FIG. FIG. 5 is a perspective view of two connecting members additionally used in the annular frame structure, and FIG. 6 is a sectional view taken along the line B--B in FIG. 4. FIG. 7 is a front view of an annular frame structure according to a modification of the present invention. 1...The circular frame body. 2... Slope, 3... Three connecting members, 4... Through hole, 5... Pile, 6... Two connecting members, 7
...Pile.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 外周面1aを相当接させて法面2に並設される
複数個の円環枠本体1と、隣接する3個の円環枠
本体1に掛渡し嵌合される三連結材3と、一部又
は全部の三連結材3の透孔4から法面2に打込ま
れる杭5とから成る法面保護用円環枠構造。
A plurality of annular frame bodies 1 are arranged side by side on a slope 2 with their outer circumferential surfaces 1a substantially in contact with each other, and three connecting members 3 are fitted across three adjacent annular frame bodies 1. An annular frame structure for slope protection consisting of piles 5 driven into the slope 2 through the through holes 4 of some or all of the three connecting members 3.
JP10912586U 1986-07-16 1986-07-16 Expired JPH0355635Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10912586U JPH0355635Y2 (en) 1986-07-16 1986-07-16

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10912586U JPH0355635Y2 (en) 1986-07-16 1986-07-16

Publications (2)

Publication Number Publication Date
JPS6318554U JPS6318554U (en) 1988-02-06
JPH0355635Y2 true JPH0355635Y2 (en) 1991-12-11

Family

ID=30986945

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10912586U Expired JPH0355635Y2 (en) 1986-07-16 1986-07-16

Country Status (1)

Country Link
JP (1) JPH0355635Y2 (en)

Also Published As

Publication number Publication date
JPS6318554U (en) 1988-02-06

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