JPS6030725A - Degradation-preventive and draining frame for slope - Google Patents

Degradation-preventive and draining frame for slope

Info

Publication number
JPS6030725A
JPS6030725A JP13755983A JP13755983A JPS6030725A JP S6030725 A JPS6030725 A JP S6030725A JP 13755983 A JP13755983 A JP 13755983A JP 13755983 A JP13755983 A JP 13755983A JP S6030725 A JPS6030725 A JP S6030725A
Authority
JP
Japan
Prior art keywords
main frame
main
slope
connector
drainage
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.)
Granted
Application number
JP13755983A
Other languages
Japanese (ja)
Other versions
JPH044414B2 (en
Inventor
Shigeto Kumagai
熊谷 成人
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
PIONEER SANGYO KK
Original Assignee
PIONEER SANGYO KK
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 by PIONEER SANGYO KK filed Critical PIONEER SANGYO KK
Priority to JP13755983A priority Critical patent/JPS6030725A/en
Publication of JPS6030725A publication Critical patent/JPS6030725A/en
Publication of JPH044414B2 publication Critical patent/JPH044414B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing 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)
  • Retaining Walls (AREA)

Abstract

PURPOSE:To prevent the downward movement of soil on the upper part and to prevent the occurrence of great cleavage by connecting the intermediate parts of the main frames constituting the upper diagonal sides of square parts for the hatched portion of a drain frame by sheathing boards in the horizontal direction. CONSTITUTION:Connectors 60 are provided to the intermediate parts of main frames 2 forming the upper diagonal sides of square parts, which are to be provided on a slope, and sheathing boards 61 of the same shape as the main frame 2 are supported by both connectors 2. The connector 60 has a coupling groove 62 to be coupled with the upper vertical wall 4 of the main frame 2 and also a coupling groove 64 to be coupled with the upper vertical wall 63 of the sheathing board 61 and is fixed to the slope by piles 67 inserted through the round holes 66 of the base plate 65. Since, in the square portion formed by the main frames 2, the upper trianglar portion is partitioned by the sheathing board 61, downward movement of soil above the sheathing board 61 can be avoided, and therefore, the occurrence of a great cleavage between the frame and soil can be prevented.

Description

【発明の詳細な説明】 (技 術 分 野) この発明は、鉄道や道路等の切通しや宅地造成地等1こ
多く見られる傾斜面の崩れにめ兼排水枠体の改良に関す
る。
[Detailed Description of the Invention] (Technical Field) The present invention relates to an improvement in a drainage frame for preventing collapse of slopes, which are often found in cut-outs for railways, roads, etc., and in residential development sites.

(背 景 技 術) 切通し等に見られる傾斜面は、造成後降雨等により崩壊
するのを防止するために、表面を芝生等で覆って保護す
ることが広く行なわれている。同時に、芝生等が成育す
るまで傾斜面を保護し、成育後も補強枠として機能する
枠組を該傾斜面の表面に施設することも行なわれている
(Background technology) In order to prevent sloped surfaces found in cut-outs and the like from collapsing due to rain, etc. after construction, the surface is often covered with grass or the like to protect the surface. At the same time, a framework is installed on the surface of the slope to protect the slope until grass or the like grows and to function as a reinforcing frame even after the grass grows.

このような枠組は、例えば合成樹脂又は金属により第1
図に示すような断面略り字形の部材1.1を作り、多数
の該部材1.1をボルト・ナツトにより結合して第2図
に示すような斜格子状の枠組を傾側面上に構成して該傾
斜面の表面を抑えるものである。
Such a framework is made of synthetic resin or metal, for example, with a first
A member 1.1 having an abbreviated cross-section as shown in the figure is made, and a large number of the members 1.1 are connected with bolts and nuts to construct a diagonal lattice-like framework on an inclined surface as shown in Fig. 2. This is to suppress the surface of the inclined surface.

ところが、このような従来からの枠組により傾斜面の崩
れ止めを行なう場合、次に述べるような不都合を生しる
。即ち、このような枠組は単に傾釧面の表面に固定し線
面を抑え付けるだけであるから、降雨後に傾斜面内に溜
まる水分を排出することができず、崩れ止め防止の効果
を充分に発揮することができない。また、枠組が傾斜面
から浮き1.らないように該枠組の交差部分(第2図a
部)を木杭やU字形の金属棒等により傾斜面に対12て
固定しているが、該交差部分は傾斜面上に降った雨水が
枠組に導かれて最も溜り易い部分であるため、前記の木
杭やU字形金属棒等が腐食し易く、腐食した場合には枠
組は次第に傾斜面」−に浮き上って、単に該傾斜面上に
載っただけの不安定な状態となってしまう。更に、地表
に枠組が顕われているため、傾斜面に芝生等が成育した
場合に於いても、芝生は該枠組を避けて成育し、遠くか
ら見た場合に枠組の存在を知ることができるので傾斜面
が人工的な感じとなり、自然公園等特殊の条件下に於い
ては美観を損ねる等好ましくない。
However, when preventing the slope from collapsing using such a conventional framework, the following disadvantages occur. In other words, since such a framework is simply fixed to the surface of the tilting surface and suppressing the linear surface, it is not possible to drain the moisture that accumulates within the tilted surface after rain, making it impossible to fully prevent collapse. unable to perform. In addition, the framework is lifted from the slope 1. The intersection of the framework (Fig. 2a)
(1) are fixed to the slope using wooden stakes, U-shaped metal rods, etc., but since the intersection is the part where rainwater that falls on the slope is most likely to accumulate as it is guided by the framework, The wooden stakes and U-shaped metal rods mentioned above are prone to corrosion, and if they corrode, the framework will gradually float up to the slope, leaving it in an unstable state where it simply rests on the slope. Put it away. Furthermore, since the framework is visible on the ground surface, even if grass, etc. grows on a slope, the grass will grow avoiding the framework, and the presence of the framework can be known when viewed from a distance. This gives the slope an artificial feel, which is undesirable under special conditions such as natural parks, as it spoils the aesthetics.

このような不都合を解消するため、本発明実は先に、矩
形断面を有する主部の上面に立壁を有する一定長さの主
枠材を多数第一接続具で斜格子状に接続し、この第一接
続具は主枠材の側面を流下17た水分を内側に導入する
流路を有し、最下端の主枠材の下端に接続した第二接続
具はこの主枠材内を流下した水分を傾斜面外に排出する
開「1を有する傾斜面に於ける崩れ止め兼排水枠体を発
明した(特願昭57−77505号)。
In order to eliminate such inconveniences, in the present invention, first, a large number of main frame members each having a fixed length and having a vertical wall on the upper surface of the main part having a rectangular cross section are connected in a diagonal lattice shape using first connectors. One connector has a flow path that introduces the moisture that has flowed down the side surface of the main frame material into the inside, and the second connector that is connected to the lower end of the main frame material at the lowest end has a flow path that introduces moisture that has flowed down inside this main frame material. He invented a collapse prevention/drainage frame on a sloped surface having an opening 1 for discharging water out of the sloped surface (Japanese Patent Application No. 77505/1982).

まず、この先発明の崩れ止め兼排水枠体について詳細に
説明すると、第3〜4図は先発明の枠体に使用し、傾斜
面の崩れ止めをするとともに、皺曲の表層部の水分を排
出するための主枠材2を示している。該主枠材2は、断
面矩形の主部3の上面に立壁4を形成したもので、主部
3の内側には補強のためこの主部3内を上下に仕切る隔
壁5を形’f& I−−CL’ 6゜113(7)i[
j4.mf4L;Th立壁4゜両端部は、主部3の両端
部を後述する接続具内に挿入できるようにするため、少
し切除されている。
First, to explain in detail the collapse prevention/drainage frame of the earlier invention, Figures 3 and 4 show that it is used in the frame of the earlier invention to prevent collapse of sloped surfaces and drain moisture from the wrinkled surface layer. The main frame material 2 is shown. The main frame material 2 has a vertical wall 4 formed on the upper surface of a main part 3 having a rectangular cross section, and a partition wall 5 in the shape 'f&I' is provided inside the main part 3 to partition the inside of the main part 3 into upper and lower parts for reinforcement. --CL' 6゜113(7)i[
j4. mf4L;Th Both ends of the vertical wall 4° are slightly cut off in order to allow both ends of the main portion 3 to be inserted into a connector to be described later.

先発明に係る崩れ止め兼排水枠体は、このように形成さ
れる主枠材2を、第5図に示すように、第一・〜第六の
接続具6〜11によって斜格子状に多数結合して、立壁
4の上面が地表面とほぼ一致する様に傾斜面の表層部に
埋設している。降雨後傾刺面内に溜まった水分は、主枠
材2.2の上側面(傾斜面の上側に位置する側面。)に
案内されて各主枠材2.2の接続部に向けて流れ、この
接続部から主部3内に流入し、この主部3内を流れて傾
斜面外に排出される。このため、主枠材2.2の上側面
を案内された水分が集まる場所に設けられる接続具は主
枠材2,2の主部3,3同士を接続する機能の他、周囲
の土中に含まれる水分を内側に採り入れる捕水機能を併
せ持っている。
In the collapse prevention/drainage frame body according to the previous invention, the main frame member 2 formed in this manner is connected in a plurality in a diagonal lattice shape by first to sixth connectors 6 to 11, as shown in FIG. They are combined and buried in the surface layer of the slope so that the upper surface of the standing wall 4 is approximately flush with the ground surface. After rain, the moisture accumulated in the sloped surface is guided by the upper side surface of the main frame member 2.2 (the side surface located above the sloped surface) and flows toward the connection part of each main frame member 2.2. , flows into the main part 3 from this connecting part, flows inside this main part 3, and is discharged to the outside of the inclined surface. For this reason, the connection tool installed in the place where the moisture guided on the upper side of the main frame material 2.2 collects has the function of connecting the main parts 3, 3 of the main frame materials 2, 2, and also the function of connecting the main parts 3, 3 of the main frame materials 2, 2. It also has a water-capturing function that draws the moisture contained in the water inside.

即ち、刺め方向に配設された主枠材2.2同士をX字状
に接続する第一接続具6は、第6〜9図に示すような主
部12と第1ON12図に示すような蓋体13とから成
っている。主部12を構成する基板14の中心部には」
1下方向に亘ってこの基板14を貫通する円管部15が
形成されている。基板14の外周縁部には互いの間に間
隔をあけて複数の立壁16.17.18が形成されてお
り、各立壁の間に前記した主枠材2の主部3が挿入でき
るようになっている。即ち、基板14の下縁(」−下は
第7図による。)に山形の第一・の立壁16を ブ、:
 −h IJII翔1錫に同IZ <山形め坑−めずI
畔17、■7をそれぞれ形成し、第一、第二の立壁16
.17の間を上記主部3を挿入するための挿入部1,9
.19としている。また、基板14の」二部の左右両部
には、第二の立壁17,17と平行な第三の立壁18.
18を形成し、この第一、第三の両立壁の間も主部3を
挿入するための挿入部19.19としている。更に、左
右の第三の立壁18.18の間には、上縁中央部の立壁
2oを中心として左右対称に、複数の角柱21.21が
形成されており、両立壁18.18の間に屈tfl+ 
した流路を設けている。−カ、このような主部■2に被
着する蓋体13は、第10〜12図に示すように、基板
22の上下左右の縁部に互いの間に間隔をあけて第一〜
第三の垂下壁23.24.25を形成している。各垂下
壁23.24.25は、主部12の立壁16.17.1
8の上端部に外嵌するもので、この立壁16.17.1
8よりは低く形成されている。更に、蓋体13の基板1
4の上面にはX字状の立壁26が形成されており、下面
には支柱27が垂下されている。上面の立壁26は、第
一接続具6に接続される主枠材2の上面の)″f壁4.
4と整合してこの立壁4,4を連続させる役目をし、下
面の支柱27は、上側面が主部12の上部中央の立壁2
0の下側縁に当接して、第一接続具6を地中に埋設した
場合に、地圧によって−に記立壁20が撓み、主部12
の上部に設けた屈曲した流路が塞がれるのを防+hする
。このように形成された主部12と蓋体13とから成る
第一接続具6により、第3〜4図に示した主枠材2.2
を第5図のb部のようにX字状に接続するには、この主
枠材2の端部を主部12の4個所の挿入部19.19に
挿入し、」二から蓋体13を被せるだけで良い。
That is, the first connecting tool 6 that connects the main frame members 2.2 disposed in the stabbing direction in an X-shape has a main part 12 as shown in FIGS. 6 to 9 and a main part 12 as shown in FIG. It consists of a lid body 13. In the center of the substrate 14 that constitutes the main part 12,
A circular tube portion 15 is formed to extend downwardly through the substrate 14 . A plurality of vertical walls 16, 17, and 18 are formed at intervals on the outer peripheral edge of the substrate 14, and the main portion 3 of the main frame member 2 described above can be inserted between each vertical wall. It has become. That is, the first chevron-shaped vertical wall 16 is placed on the lower edge of the substrate 14 (the lower part is according to FIG. 7):
-h IJII Sho 1 Tin and the same IZ <Yamagata Meko-Mezu I
The first and second standing walls 16 are formed respectively.
.. Insertion parts 1 and 9 for inserting the main part 3 between 17
.. It is set at 19. Further, on both the left and right sides of the second part of the board 14, there are third standing walls 18 parallel to the second standing walls 17, 17.
18, and an insertion portion 19.19 for inserting the main portion 3 is also formed between the first and third compatible walls. Furthermore, between the left and right third standing walls 18.18, a plurality of square columns 21.21 are formed symmetrically with respect to the standing wall 2o at the center of the upper edge. tfl+
A flow path is provided. - F. The lid body 13 attached to the main part (2) is placed on the upper, lower, left and right edges of the substrate 22 with spaces between them, as shown in FIGS. 10-12.
It forms a third hanging wall 23, 24, 25. Each hanging wall 23.24.25 is a vertical wall 16.17.1 of the main part 12.
This vertical wall 16.17.1
It is formed lower than 8. Furthermore, the substrate 1 of the lid body 13
An X-shaped standing wall 26 is formed on the upper surface of the housing 4, and a support column 27 is suspended from the lower surface. The vertical wall 26 on the upper surface is the )"f wall 4.
4 and serves to connect the standing walls 4, 4, and the lower support column 27 has an upper surface that connects to the standing wall 2 at the center of the upper part of the main part 12.
When the first connector 6 is buried in the ground while abutting the lower edge of the main part 12, the marking wall 20 is deflected by the earth pressure.
Prevents the curved flow path provided at the top of the container from being blocked. The main frame member 2.2 shown in FIGS.
In order to connect the main frame member 2 in an X-shape as shown in part b in FIG. All you have to do is cover it.

次に、WSS図に示すように多数の主枠材2.2を斜格
子状に接続して成る排水枠体28の下辺を構成するため
に水平に配設された主枠材2.2と傾斜させて配設した
主枠材2.2の下端とを接続する部分(第5図のC部分
)に使用する第二接続具7は、第13〜14図に示すよ
うな主部29と、第15〜16図に示すような蓋体30
とを組合せて第17〜18図に示すように構成されてい
る。主部29は第13図に示すように左右対称に形成さ
れており、基板31の−に面に図面の水平方向に互いに
間隔をあけて平行に形成した立壁32.33の間に水平
に配設した主枠材2.2の端部を挿入するための第一挿
入部34.34を、この立壁32.33に対して45度
だけ傾斜して基板31の上面に、互いに平行な状態で間
隔をあけて形成した立壁35.36の間に傾斜方向に配
設した主枠材2.2の下端部を挿入するだめの第二挿入
部37.37をそれぞれ設けている。基板31の上面に
隣接して形成した水平方向の立壁32と傾斜方向の立壁
35とのそれぞれ対向する側面には少し位置を違えて突
条38.39を形成し、両立壁32.35の間に屈曲す
る流路を形成している。40は両立壁32.35の間に
挿入したスペーサで、この立壁32.35が撓むことに
よって」1記の屈曲した流路が塞がれるのを防止してい
る。また、最も上部中央寄りに形成した立壁36.36
の間には複数の立柱41.42が形成されており、この
立柱41.42と上記立壁36.36の」−側面に形成
した突条43.43との間に屈曲した流路を形成してい
る。更に、最も下部寄りの立壁33,33の中央寄り端
部上側面には対向する立壁32.32までは届かない堰
板部44.44を形成し、この両塔板部44.44の間
から下側に向けてU溝部45を設けている。このU溝部
45の底面は、基板31の上面に対して立」二るように
傾斜している。基板31の中央部には、前記した第一接
続具6の主部12と同様に、この基板31を」二Fに貫
通する円管部46が形成されている。一方、この主部2
9に被着する蓋体30は、i15〜16図に示すように
、主部29の各立壁32.33.35.3’6の上端縁
部に外嵌する垂下壁47,48.49を端縁部に形成し
た基板50の上面に、この蓋体3oと主部29とから成
る第二接続具に接続される主枠材2.2の−1;面の立
壁4.4と整合する立壁51が形成されている。更に、
ド側の垂下壁47の下端縁には断面が円弧状で、」−記
した主部29のU溝部45の上側を覆う覆い片52が形
成されている。また。
Next, as shown in the WSS diagram, the main frame members 2.2 are arranged horizontally to form the lower side of the drainage frame 28, which is formed by connecting a large number of main frame members 2.2 in a diagonal grid pattern. The second connector 7 used for the part connecting the lower end of the main frame member 2.2 arranged at an angle (portion C in Fig. 5) has a main part 29 as shown in Figs. , a lid body 30 as shown in FIGS.
It is constructed as shown in FIGS. 17 and 18 in combination. The main portion 29 is formed symmetrically as shown in FIG. 13, and is horizontally disposed between vertical walls 32 and 33 formed parallel to each other at intervals in the horizontal direction of the drawing on the − side of the substrate 31. The first insertion part 34.34 for inserting the end of the installed main frame material 2.2 is placed on the upper surface of the substrate 31 at an angle of 45 degrees with respect to the vertical wall 32.33, in a state parallel to each other. Second insertion portions 37.37 are provided for inserting the lower ends of the main frame members 2.2 arranged in the inclined direction between the vertical walls 35.36 formed at intervals. Protrusions 38 and 39 are formed at slightly different positions on the opposite sides of the horizontal standing wall 32 and the inclined standing wall 35 formed adjacent to the upper surface of the substrate 31, and between the compatible walls 32 and 35. It forms a flow path that curves inward. 40 is a spacer inserted between the compatible walls 32.35, which prevents the curved flow path 1 from being blocked by bending of the vertical walls 32.35. Also, the standing wall 36.36 formed near the top center
A plurality of standing pillars 41.42 are formed between them, and a curved flow path is formed between these standing pillars 41.42 and a protrusion 43.43 formed on the side surface of the standing wall 36.36. ing. Further, a weir plate portion 44.44 that does not reach the opposing vertical wall 32.32 is formed on the upper side of the center-side end of the standing walls 33, 33 closest to the bottom, and from between the two tower plate portions 44.44 A U groove portion 45 is provided toward the lower side. The bottom surface of this U-groove portion 45 is inclined vertically with respect to the top surface of the substrate 31. At the center of the substrate 31, a circular tube portion 46 is formed which penetrates the substrate 31 in a 2F direction, similar to the main portion 12 of the first connector 6 described above. On the other hand, this main part 2
As shown in FIGS. The upper surface of the substrate 50 formed on the edge portion is aligned with the vertical wall 4.4 of the -1; A standing wall 51 is formed. Furthermore,
A cover piece 52 is formed at the lower end edge of the hanging wall 47 on the side of the dome, and has an arc-shaped cross section and covers the upper side of the U-groove portion 45 of the main portion 29 marked with "." Also.

基板50の下面中央部には、主部29の上側縁中央の立
柱41の上端下側面に当接し、この立柱41の変形を防
止する支柱53が形成されている。
A column 53 is formed at the center of the lower surface of the substrate 50 to abut against the lower side surface of the upper end of the column 41 at the center of the upper edge of the main portion 29 to prevent the column 41 from being deformed.

このように形成された主部29と蓋体3oとから成る第
二接続具7は、第17〜18図に示すように組付けられ
るが、主枠材2.2を接続するには、この主枠材2,2
の端部を主部29の4個所の挿入部34.37に挿入し
、」二から蓋体3oを被せるだけで良い。
The second connector 7 consisting of the main portion 29 and the lid 3o formed in this way is assembled as shown in FIGS. 17 and 18, but in order to connect the main frame member 2.2, this Main frame material 2, 2
All you have to do is insert the ends of the main part 29 into the four insertion parts 34 and 37, and then cover them with the lid 3o.

次に、第5図のd、e部分のように、傾斜面に縦方向に
配設された主枠材2.2に斜め方向に配設された主枠材
2.2を接続する第三接続具8.8は、上述した第二接
続具7と全く同じものを向きを変えるだけで使用するこ
とができる。即ち、第二接続具7を第13図の向きから
時計方向に90度回転させた状態で使用すれば第5図の
d部分の接続具として、同じく反時計方向に90度回転
させた状態で使用すれば第5図のe部分の接続具として
それぞれ使用することができる。但し、この場合、主部
29のU溝部45と蓋体3oの覆い片52との間に形成
される管状通路の端部開口54(第18図)は閉塞して
おく。この場合、縦方向の主枠材2を流下して来る水分
は堰板部44のためU溝部45内に流れ込むことはない
。但し、第三接続具8を第二接続具7と共用せずに別個
の形状のものを用意するならば、第19〜20図に示す
様な主部55に第21〜22図に示す様な蓋体56を被
着して第三接続具8とすることもできる。
Next, as shown in parts d and e of Fig. 5, a third part is connected to the main frame member 2.2 disposed in the diagonal direction to the main frame member 2.2 disposed in the vertical direction on the inclined surface. The connector 8.8 can be exactly the same as the second connector 7 described above, just by changing the orientation. In other words, if the second connector 7 is rotated 90 degrees clockwise from the orientation shown in Figure 13, it can be used as the connector d in Figure 5 when also rotated 90 degrees counterclockwise. If used, they can each be used as a connector for the part e in FIG. However, in this case, the end opening 54 (FIG. 18) of the tubular passage formed between the U-groove portion 45 of the main portion 29 and the cover piece 52 of the lid body 3o is closed. In this case, moisture flowing down the main frame member 2 in the vertical direction does not flow into the U-groove portion 45 because of the weir plate portion 44. However, if the third connector 8 is not shared with the second connector 7 but has a separate shape, the main part 55 as shown in FIGS. The third connector 8 can also be formed by attaching a lid 56.

次に、第5図のf部分のように、排水枠体28の上端部
の主枠材2,2の上端部同士を接続する第四接続具9は
、第23〜25図に示すように、円管部57の」二側面
にほぼ直角方向に、上記主枠材2の主部3を挿入する挿
入部58.58を形成している。この第四接続具9は、
単に主枠材2.2の上端部を係止するだけであるため、
蓋体は不要である。
Next, as shown in part f in FIG. 5, the fourth connector 9 that connects the upper ends of the main frame members 2 and 2 at the upper end of the drain frame 28 is connected as shown in FIGS. 23 to 25. , an insertion portion 58.58 into which the main portion 3 of the main frame member 2 is inserted is formed substantially perpendicularly to the two side surfaces of the circular tube portion 57. This fourth connector 9 is
Since it simply locks the upper end of the main frame member 2.2,
A lid is not required.

更に、第5図の」1端両隅部に使用する第五接続具10
は主枠材2の主部3を挿入する2個所の挿入部のなす角
度を45度にするだけで、他は上述の第四接続具9と同
様に構成する。また、第5図の下端両隅部に使用する第
六接続具11は、同じく挿入部の角度を異ならせること
によって第二接続具7とほぼ同様に構成することができ
る。
Furthermore, a fifth connector 10 used at both corners of the first end in FIG.
This is constructed in the same manner as the fourth connector 9 described above, except that the angle formed by the two insertion portions into which the main portion 3 of the main frame member 2 is inserted is 45 degrees. Further, the sixth connector 11 used at both corners of the lower end in FIG. 5 can be configured in substantially the same manner as the second connector 7 by making the insertion portions have different angles.

次に、上述のように構成された多数の主枠材2.2と第
一〜第六接続具6〜11とを接合して第5図に示すよう
な排水枠体28を構成するには、傾ネ4面に多数の第一
接続具6.6を、主部12の抽水部(角柱21.21か
ら成る屈曲した流路の部分。)を傾斜面の上側に位置す
るようにして、主部12の円管部15を貫通した杭によ
って固定シ1.この接続具6.6の間に主枠材2,2を
掛は渡す。また、排水枠体28の下°辺部には第13〜
18図に示した様な第二接続具7を、同様に円管部46
を貫通した杭によって固定し、第一、第二挿入部34.
37に主枠材2の端部を挿入する。この第二接続具7の
開口54は排水枠体28全体を傾斜面に埋設した場合に
、直接傾斜面外に出すか、或はこの開口54に別の管の
端部を接続し、この管を通して第二接続具7に送られて
来た水を傾斜面外に排出するようにする。更に、排水枠
体28の左右両側辺部には第三接続具8を同様に杭によ
って固定し、主枠材2の端部を挿入する。また、排水枠
体28の上辺には第四接続具9を杭で固定して主枠材2
の上端を係止する。更に、排水枠体28の四隅部も上述
した様に第五、第六接続具10.11に接続するか、或
は接続具は設けずに主枠材2の端部開口を閉塞しておく
Next, to construct a drainage frame 28 as shown in FIG. 5 by joining a large number of main frame members 2.2 constructed as described above and the first to sixth connectors 6 to 11, , a large number of first connectors 6.6 are placed on the 4 inclined planes, and the water extraction part of the main part 12 (the part of the curved flow path made up of the square columns 21.21) is located above the inclined plane, Fixed by a stake passing through the circular tube part 15 of the main part 12.1. The main frame members 2, 2 are passed between these connectors 6.6. In addition, the lower side of the drainage frame 28 is provided with 13th to
Similarly, the second connector 7 as shown in FIG.
The first and second insertion portions 34.
Insert the end of the main frame material 2 into 37. When the entire drainage frame 28 is buried on an inclined surface, the opening 54 of the second connector 7 can be directly brought out of the inclined surface, or the end of another pipe can be connected to this opening 54, and this pipe can be connected to the opening 54. The water sent to the second connector 7 through the drain is discharged to the outside of the inclined surface. Furthermore, the third connector 8 is similarly fixed to the left and right sides of the drainage frame 28 with stakes, and the ends of the main frame member 2 are inserted. In addition, the fourth connector 9 is fixed to the upper side of the drainage frame 28 with a stake, and the main frame member 2
Lock the upper end of the Furthermore, the four corners of the drain frame 28 are also connected to the fifth and sixth connectors 10.11 as described above, or the end openings of the main frame member 2 are closed without providing any connectors. .

このようにして、傾斜面の上面に排水枠体28を固定し
たならば、更にこの排水枠体2Bの上に、主枠材2の立
壁4の上端面が地表面と一致するまで」:を被せ、排水
枠体28全体を傾斜面の表層部に埋設する。
Once the drainage frame 28 has been fixed to the upper surface of the slope in this way, the drain frame 2B is further fixed until the upper end surface of the vertical wall 4 of the main frame material 2 matches the ground surface. Then, the entire drainage frame 28 is buried in the surface layer of the slope.

このように各構成部品を接合した先発明の傾斜面に於け
る崩れ1にめ兼排水枠体を傾斜面の表層部に埋設した場
合、地中に含まれる水分のうち、傾斜面の表層部に存在
するものは、主枠材2の上側面に沿って流ドし、この主
枠材2.2の接続部に至る。この上枠材2.2を接続す
る第一〜第三接続具6〜8は前述のように、上方から流
れて来た水分を内部に採り入れる屈曲した波路を有する
ため、上述のように主枠材2の上側面を流下した水分は
この第一・〜第三接続具6〜8内に進入し、更に別の主
枠材2の主部3の内側に流入してこの主枠材2の内側を
更に下方に流下する。この水分の捕集は排水枠体28を
構成する多数の接続具6゜7.8毎に行なわれ、捕集さ
れた水分は主枠材2の主部3内に集められて最下の第二
接続具7の開口54から傾斜面外に排出される。
When the drainage frame is buried in the surface layer of the slope surface due to the collapse of the slope surface of the previous invention in which each component is joined in this way, the moisture contained in the ground will be absorbed by the surface layer of the slope surface. flows along the upper side of the main frame member 2 and reaches the connection part of this main frame member 2.2. As described above, the first to third connectors 6 to 8 that connect the upper frame material 2.2 have curved wave paths that take moisture flowing from above into the main frame. The moisture flowing down the upper surface of the material 2 enters into the first to third connectors 6 to 8, and further flows into the inside of the main part 3 of another main frame material 2, and the moisture flows down the upper surface of the main frame material 2. It flows further down the inside. This moisture collection is performed for each of the many connectors 6°7.8 that make up the drainage frame 28, and the collected moisture is collected in the main part 3 of the main frame member 2 and sent to the bottom It is discharged from the opening 54 of the second connector 7 to the outside of the inclined surface.

先発明の傾斜面に於ける崩れ止め兼排水枠体は以」二に
述べた通り構成され作用するので、降雨によって傾斜面
内に溜まる水分を効率良く排出することができ、主枠材
2.2によって表層面を斜格子状に仕切ったことと併せ
て崩れ止めの効果が大きく、また、rtr411面の表
面に顕れるのは幅の狭い主枠材と各接続具との立壁の上
端面だけであるため、傾斜面に草が生えた後は排水枠体
の存在が解らなくなり、自然公園等に於いても美観を損
ねることがない等、各種の勝れた効果を有するが、次に
述べるような不都合を生じる。
The anti-collapse/drainage frame for sloped surfaces according to the previous invention is configured and operates as described in section 2 below, so that moisture accumulated within the sloped surface due to rainfall can be efficiently drained, and the main frame material 2. 2 partitions the surface surface into a diagonal lattice pattern, which has a great effect in preventing collapse, and what is visible on the surface of the RTR411 surface is only the top end of the vertical wall between the narrow main frame material and each connector. Therefore, after grass grows on the slope, the existence of the drainage frame becomes invisible, and it has various excellent effects such as not spoiling the beauty of natural parks etc. However, as described below, causing inconvenience.

即ち、先発明に係る崩れ止め無排水枠体を傾斜面に埋設
する場合、完成後の傾斜面よりも主枠材2の高さ分だけ
低い傾斜面一トに排水枠体28を載せ(傾斜面上で組立
て)、その後主枠材2と各接続具とが隠れるまで士を被
せるようにする。このため、後から投入された、主枠材
2の高さ分だけの土は、各主枠材2.2によって分割さ
れた状態となる。このように、主枠材2.2によって分
割された部分の土は、後から投入されるため、投入後つ
き固めるにしても比較約款かく、降雨等により土が締ま
ると、体積減少分だけ主枠材の側面との間に隙間が生じ
てしまう。即ち、第26図に鎖線で示すように、主枠材
2.2で囲まれた正方形部分の土が締まると、この正方
形部分の上部に比較的大きな隙間59が生じ、この部分
の草が途切れて傾斜面が不自然な感じとなるため好まし
くない。
That is, when burying the collapse-proof non-drainage frame according to the previous invention on a slope, the drainage frame 28 is placed on the slope that is lower than the slope after completion by the height of the main frame material 2. (assemble on the surface), then cover the main frame material 2 and each connector until they are covered. Therefore, the soil that is added later and is equal to the height of the main frame material 2 is divided by each main frame material 2.2. In this way, the soil in the parts divided by the main frame material 2.2 will be added later, so even if it is compacted after being put in, the comparative terms and conditions will not apply. A gap will be created between the frame material and the side surface. That is, as shown by the chain line in Fig. 26, when the soil in the square area surrounded by the main frame material 2.2 is compacted, a relatively large gap 59 is created at the top of this square area, and the grass in this area is interrupted. This is not desirable because the sloped surface looks unnatural.

(木発明の目的) 本発明は上述のような不都合を解消するため、土が締ま
った後でも主枠材と土との間に大きな隙間が生じないよ
うな傾斜面に於ける崩れ止め無排水枠体を提供すること
を目的としている。
(Purpose of the Wooden Invention) In order to solve the above-mentioned problems, the present invention provides a method for preventing collapse and draining on sloped surfaces so that there is no large gap between the main frame material and the soil even after the soil is compacted. The purpose is to provide a framework.

(本発明の構成) 本発明の傾斜面に於ける崩れ止め無排水枠体は、上述し
たように構成され作用する先発明に係る排水枠体に於い
て、この排水枠体を構成する各主枠材のうち、各正方形
部分の上方の斜辺を構成する主枠材の中間部分同士を連
結する水平方向の堰板を設け、この堰板により、四辺を
主枠材により囲まれた各正方形部分の内側の土が大きく
下方にまで移動するのを防止している。
(Structure of the present invention) The collapse-preventing non-drainage frame on an inclined surface of the present invention is the same as that of the drainage frame of the previous invention which is configured and operated as described above. Among the frame materials, a horizontal weir plate is provided that connects the middle parts of the main frame materials that constitute the upper oblique side of each square portion, and each square portion surrounded on four sides by the main frame materials This prevents the soil inside from moving significantly downward.

即ち、第27図に示すように、正方形部分の上方の斜辺
を構成する主枠材2.2の中間部分に接続具60.60
を設け、両接続具60.60で主枠材2と同形状の堰板
61の両端を支承している。このため、上記正方形部分
は、この堰板61により上部の三角形部分を仕切られる
That is, as shown in FIG. 27, a connecting tool 60.
are provided, and both ends of a weir plate 61 having the same shape as the main frame member 2 are supported by both connectors 60 and 60. Therefore, the above-mentioned square part is partitioned off from the upper triangular part by this weir plate 61.

接続具60は、第28〜29図に示すように、主枠材2
のL面の立壁4に外嵌する係IF溝62と、堰板61の
1面の立壁63に外嵌する係止溝64とをイ1するもの
で、各係止溝62.64をそれぞれ立壁4.63に外嵌
した状態で、基板65の円孔66に挿通した杭67によ
り傾斜面上に固定される。
The connector 60 is connected to the main frame member 2 as shown in FIGS.
The locking IF groove 62 that fits externally into the vertical wall 4 on the L side of While fitted onto the vertical wall 4.63, it is fixed onto the slope by means of stakes 67 inserted into circular holes 66 in the substrate 65.

四角形部分の上部は、下方に向けて次第に幅が広くなる
ため、上が少し締まっただけでも土と主枠材との間に大
きな隙間を生じるが、−上述のような堰板により−L部
を仕切ることにより、堰板よりもI一方の土がこの堰板
より下にまで移動することがなくなり、上と主枠材との
間に大きな隙間が生ずるのを防止できる。
The upper part of the rectangular part gradually becomes wider towards the bottom, so even if the upper part is tightened just a little, a large gap will be created between the soil and the main frame material. By partitioning, the soil on one side of the weir plate will not move below the weir plate, and it is possible to prevent a large gap from forming between the upper part and the main frame material.

なお、堰板61よりも上方の三角形部分に降った由は、
接続具を通じて主枠材の内側に捕集されることはないが
、この部分の面積は狭いため、傾斜面内に染み込む木が
過大になることはない。
The reason why it fell on the triangular part above the weir plate 61 is as follows.
The wood will not be collected inside the main frame material through the connector, but since the area of this part is small, there will be no excessive amount of wood seeping into the slope.

(木発明の効果) 以上に述へたように構成される本発明の傾斜面に於ける
崩れ11コめ無排水枠体は、傾斜面の崩れ1トめを有効
に行なえると行った先発明と同様の効果に加えて、傾斜
面に埋設した場合に枠体と土との間に大きな隙間を生じ
ることがなく、傾斜面上に生えた偵に切目が生じて不自
然な感じを与えることがない。
(Effects of the Wooden Invention) The 11-point drainage-free frame for collapsing on a slope of the present invention constructed as described above can effectively prevent the first collapse of a slope from occurring. In addition to the same effect as the invention, when buried on a slope, there will be no large gap between the frame and the soil, and there will be cuts in the roots that grow on the slope, giving an unnatural feeling. Never.

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

第1図は従来の枠組に使用する部材の斜視図、第2図は
従来の枠組の平面図、第3図以下は先発明の実施例を示
しており、第3図は主枠材の側面図、第4図は第3図の
A−A断面図、第5図は完成した排水枠体の略平面図、
第6図は第−接続具の本体の正面図、第7図は同平面図
、第8図は同側面図、第9図は同底面図、第10図は第
−接続具の蓋体の平面図、第11図は同側面図、第12
図は同底面図、第13図は第二接続具の本体の平面図、
第14図は同側面図、第15図は第二接続具の蓋体の平
面図、第16図は同側面図、第17図は組立てた第二接
続具の側面図、第18図は第17図の左下方から見た図
、第19〜22図は第三接続具と別構造とした第三接続
具の別個を示しており、第19図は本体の平面図、第2
0図は同側面図、第21図は蓋体の平面図、第22図は
同側面図、第23図は第四接続具の平面図、第24図は
同底面図、第25図は第23図のB−B断面図、第26
図は第5図の部分拡大図、第27〜29図は本発明の実
施例を示しており、第27図は第26図と同様の図、第
28図は第27図のC部拡大図、第29図は第28図の
D−D断面図である。 ■:部材、2:主枠材、3:主部、4:立壁、5:隔壁
、6:第一接続具、7;第二接続具、8:第三接続具、
9:第四接続具、10:第三接続具、11:第六接続具
、12:主部、13:蓋体、14;基板415:円管部
、16.17.18:立壁、19:挿入部、20:立壁
、21:角41.22:基板、23.24.25:垂下
壁、26・立壁、27:支柱、28:排水枠体、29:
主部、30:蓋体、31:基板、32.33:マf壁、
34:第一挿入部、35.36:立壁、37:第二挿入
部、38.39:突条、40ニスペーサ、41,42:
立柱、43:突条、44:堰槻部、45:U溝部、46
:円管部、47.48.49:垂下壁、50:基板、5
1:立壁、52:覆い片、53:支柱、54:端部開口
、55:主部、56:蓋体、57:円管部、58:挿入
部、59:隙間、60:接続具、61 : I[板、6
2:係止溝、63:立壁、64:係止溝、65:基板、
66:円孔、67:杭。 特許出願人 パイオニア産業株式会社 代 理 人 小山欽造(ほか1名) 第7図 第2図 la− 第6図 第7図 第1O図 第1/図 第12図 第7″7図 第18図 第19図 第204
Fig. 1 is a perspective view of members used in a conventional framework, Fig. 2 is a plan view of the conventional framework, Fig. 3 and the following show embodiments of the previous invention, and Fig. 3 is a side view of the main frame material. Figure 4 is a sectional view taken along line A-A in Figure 3, Figure 5 is a schematic plan view of the completed drainage frame,
Figure 6 is a front view of the main body of the connector, Figure 7 is a top view, Figure 8 is a side view, Figure 9 is a bottom view, and Figure 10 is a cover of the connector. Plan view, Figure 11 is the same side view, Figure 12
The figure is a bottom view of the same, Figure 13 is a plan view of the main body of the second connector,
Fig. 14 is a side view of the same, Fig. 15 is a plan view of the lid of the second connector, Fig. 16 is a side view of the same, Fig. 17 is a side view of the assembled second connector, and Fig. 18 is a plan view of the lid of the second connector. A view from the lower left of FIG. 17, and FIGS. 19 to 22 show the third connecting device separate from the third connecting device. FIG. 19 is a plan view of the main body, and FIG.
Fig. 0 is a side view of the same, Fig. 21 is a plan view of the lid, Fig. 22 is a side view of the same, Fig. 23 is a plan view of the fourth connector, Fig. 24 is a bottom view of the same, and Fig. 25 is a plan view of the lid. BB sectional view in Figure 23, No. 26
The figure is a partially enlarged view of Fig. 5, Figs. 27 to 29 show embodiments of the present invention, Fig. 27 is a view similar to Fig. 26, and Fig. 28 is an enlarged view of section C in Fig. 27. , FIG. 29 is a sectional view taken along line DD in FIG. 28. ■: Member, 2: Main frame material, 3: Main part, 4: Vertical wall, 5: Partition wall, 6: First connector, 7: Second connector, 8: Third connector,
9: Fourth connector, 10: Third connector, 11: Sixth connector, 12: Main part, 13: Lid, 14; Substrate 415: Circular tube part, 16.17.18: Standing wall, 19: Insertion part, 20: Vertical wall, 21: Corner 41.22: Substrate, 23.24.25: Hanging wall, 26. Vertical wall, 27: Support column, 28: Drainage frame, 29:
Main part, 30: Lid, 31: Substrate, 32.33: Maf wall,
34: First insertion part, 35.36: Standing wall, 37: Second insertion part, 38.39: Projection, 40 Ni spacer, 41, 42:
Standing pillar, 43: Projection, 44: Weir section, 45: U groove section, 46
:Circular tube part, 47.48.49: Hanging wall, 50: Substrate, 5
1: Standing wall, 52: Covering piece, 53: Support column, 54: End opening, 55: Main part, 56: Lid body, 57: Circular tube part, 58: Insertion part, 59: Gap, 60: Connector, 61 : I [board, 6
2: Locking groove, 63: Standing wall, 64: Locking groove, 65: Board,
66: Round hole, 67: Pile. Patent Applicant Pioneer Sangyo Co., Ltd. Agent Kinzo Koyama (and 1 other person) Figure 7 Figure 2 la- Figure 6 Figure 7 Figure 1O Figure 1/Figure 12 Figure 7″7 Figure 18 Figure 19 No. 204

Claims (1)

【特許請求の範囲】[Claims] 矩形断面を有する主部の上面に立壁を有する一定長さの
主枠材を多数接続具で斜格子状に接続し、この接続具は
主枠材の側面を流下した水分を内側に導入する流路を有
し、最下端の主枠材の下☆1tに接続した接続具はこの
主枠社内を流下した水分を傾斜面外に排出する開口を有
する傾斜面に於ける崩れ止め兼排水枠体であって、排水
枠体を構成する各主枠材のうち、上記剥格子を構成する
1力形部分のLカの斜辺をなす主枠材の中間部分間トを
、水平方向の堰板により連結した傾斜面に於ける崩れ止
め兼排水枠体。
The main frame members of a certain length each having a vertical wall on the top surface of the main part with a rectangular cross section are connected in a diagonal lattice shape using a number of connectors. The connecting fitting connected to the bottom ☆1t of the main frame member at the lowest end serves as a collapse prevention and drainage frame on the slope surface that has an opening to drain the moisture flowing down inside the main frame outside the slope surface. Of each of the main frame members constituting the drainage frame, the middle part of the main frame member forming the oblique side of the L part of the one-force shape part constituting the above-mentioned strip lattice is separated by a horizontal weir plate. Collapse prevention and drainage frame on connected slope surfaces.
JP13755983A 1983-07-29 1983-07-29 Degradation-preventive and draining frame for slope Granted JPS6030725A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13755983A JPS6030725A (en) 1983-07-29 1983-07-29 Degradation-preventive and draining frame for slope

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13755983A JPS6030725A (en) 1983-07-29 1983-07-29 Degradation-preventive and draining frame for slope

Publications (2)

Publication Number Publication Date
JPS6030725A true JPS6030725A (en) 1985-02-16
JPH044414B2 JPH044414B2 (en) 1992-01-28

Family

ID=15201547

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13755983A Granted JPS6030725A (en) 1983-07-29 1983-07-29 Degradation-preventive and draining frame for slope

Country Status (1)

Country Link
JP (1) JPS6030725A (en)

Also Published As

Publication number Publication date
JPH044414B2 (en) 1992-01-28

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