JPS6013122A - Connector for degradation preventive draining frame for slope - Google Patents

Connector for degradation preventive draining frame for slope

Info

Publication number
JPS6013122A
JPS6013122A JP12100883A JP12100883A JPS6013122A JP S6013122 A JPS6013122 A JP S6013122A JP 12100883 A JP12100883 A JP 12100883A JP 12100883 A JP12100883 A JP 12100883A JP S6013122 A JPS6013122 A JP S6013122A
Authority
JP
Japan
Prior art keywords
connector
main
main frame
slope
vertical walls
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
JP12100883A
Other languages
Japanese (ja)
Other versions
JPH0451609B2 (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 JP12100883A priority Critical patent/JPS6013122A/en
Publication of JPS6013122A publication Critical patent/JPS6013122A/en
Publication of JPH0451609B2 publication Critical patent/JPH0451609B2/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)

Abstract

PURPOSE:To raise the workability of a degradation preventive draining frame for slope by a method in which main frameworks having vertical walls on the upside of its main part of a rectangular cross section are assembled into a skew lattice form by connectors, their ends are held between them and the cover, and a filtering material is packed into the water collecting portion. CONSTITUTION:Chevron-shaped first and second vertical walls 16 and 17 are formed on both side edges and lower edge of a base plate 14, and spaces 19 into which the main body 3 of the main frames 2 is to be inserted are provided between the first and second vertical walls 16 and 17. The same spaces 19 are provided even between the upper left and right both sides of the base 14 and also between the third vertical walls 18 and the second vertical walls 17, and a coarse-mesh fibrous filtering material 60 is packed into the water collection section 59 between the third vertical walls 18. The filtering material 6 for preventing the intrusion of soil is supported in place on the pillars 61, 62 and 63. Since the needs to charge crushed stones to the surrounding of the water collecting section 59 is eliminated, the burying work of a degradation preventive draining frame connector for slope can be performed with good efficiency.

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に多
く見られる傾斜面の崩れ止め兼排水枠体を構成する接続
具の改良に関する。
[Detailed Description of the Invention] (Technical Field) The present invention relates to an improvement in a connecting tool constituting a collapsing prevention/drainage frame for sloped surfaces, which are often found in cut-throughs 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路り字形の部材l、l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
に示すような基盤目状の枠組を傾斜面」二に構成して該
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
As shown in the figure, members 1 and 1 having a cross-section with a cross-section are made, and a large number of the members 1.1 are connected with bolts and nuts, and a framework with a base pattern as shown in Fig. 2 is made on an inclined surface. This structure suppresses 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じる
。すなわち、このような枠組は単に傾斜面の表面に固定
し該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」二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し
て同定しているが、該交差部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
組は次第に傾斜面上に浮き上ってしまい、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でいるため、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 problems occur. In other words, since such a framework is simply fixed to the surface of a slope and presses down on the surface, it is not possible to drain away the moisture that accumulates within the slope after rain, and it is not effective in preventing collapse. In addition, the intersection of the framework (the second
Part a) in the diagram is identified with respect 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, U-shaped metal rods, etc. mentioned above corrode easily, and when they corrode, the framework gradually floats up onto the slope, leaving it in an unstable state where it simply rests on the slope. I end up. Furthermore,
Because the framework is visible on the ground surface, even if grass grows on a slope, the grass will grow avoiding the framework, and the existence of the framework can be seen when viewed from a distance, so it is difficult to avoid slopes. The surface looks artificial, which is undesirable under special conditions such as natural parks, as it impairs the aesthetic appearance.

このような不都合を解消するため、本発明者は先に、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
口を有する傾斜面に於ける崩れ止め無排水枠体を発明し
た(特願昭57−、77505号)。
In order to eliminate such inconveniences, the present inventor first connected a large number of main frame members each having a fixed length with vertical walls on the upper surface of the main part having a rectangular cross section in a diagonal lattice shape using first connectors. The first connector has a flow path that introduces 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 non-drainage frame that prevents collapse on an inclined surface and has an opening for discharging water to the outside of the inclined surface (Japanese Patent Application No. 77505, No. 1977).

まず、この先発明の崩れ止め無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、該面の表層部の水分を抽
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を形成している。主部3の上面に形成した立壁4の
両端部は、主部3の両端部を後述する接続真向に挿入で
きるようにするため、少し切除されている。
First, to explain in detail the anti-collapse non-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 a sloped surface and extract water from the surface layer of the surface. 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 is formed inside the main part 3 to partition the inside of the main part 3 into upper and lower parts for reinforcement. . Both ends of the standing wall 4 formed on the upper surface of the main part 3 are slightly cut off so that both ends of the main part 3 can be inserted directly opposite the connection described later.

先発明に係る崩れ止め無排水枠体は、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。降雨後傾斜葡内に溜まった水分は、主枠材
2.2の上側布(傾斜面の北側に位置する側面。)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」二側面
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、岡囲
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 drainless frame body according to the previous invention, the main frame members 2 formed in this manner are connected in large numbers in a diagonal lattice shape by first to sixth connectors 6 to 11, as shown in FIG. Then, standing wall 4
It is buried in the surface layer of a slope so that its top surface is almost flush with the ground surface. The moisture accumulated in the sloped grapes after rain is guided by the upper fabric of the main frame material 2.2 (the side surface located on the north side of the slope surface) and flows toward the connection part of each main frame material 2.2, It 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 at the place where the moisture guided on the two sides of the main frame material 2.2 collects has the function of connecting the main parts 3.3 of the main frame material 2.2, as well as the function of connecting the main parts 3.3 of the main frame material 2.2. It also has a water-capturing function that draws moisture contained in the soil into the soil.

即ち、創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10〜12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の中心部には上
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(」二部は第
7図による。)に山形の第一の立壁16を、左右両側縁
に同じく山形の第二の立壁17.17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
するだめの挿入部19.19としている。また、基板1
4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、この第二、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18.1
8の間に屈曲した流路を設けている。一方、このような
主部12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1
6.17,18の上端部に外嵌するもので、この立壁1
6.17.18よりは低く形成されている。更に、蓋体
13の基板14の」二面には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L面
の1γ壁4.4と整合してこの立壁4.4を連続させる
役1」をし、下面の支柱27は、上側面が主部12の−
に部中央のi’Z壁20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1、記や
壁20が撓み、主部12の上部に設けたJIii曲した
流路が塞がれるのを防止する。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、上から蓋体13を
被せ゛ るだけで良い。
That is, the first connector 6 that connects the main frame members 2.2 disposed in the construction direction in an X-shape is connected to the main part 12 as shown in FIGS. 6 to 9 and as shown in FIGS. It consists of a lid body 13 as shown. A circular tube portion 15 is formed in the center of the substrate 14 constituting the main portion 12, and extends through the substrate 14 in the vertical direction. 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, a first chevron-shaped vertical wall 16 is formed on the lower edge of the substrate 14 (the second part is shown in FIG. 7), and second chevron-shaped vertical walls 17 and 17 are formed on both left and right edges, respectively. An insertion portion 19.19 into which the main portion 3 is inserted is formed between the second vertical walls 16.17. In addition, the board 1
A third standing wall 18.18 parallel to the second standing wall 17.17 is formed on both the left and right sides of the second part of 4, and the main part 3 is also inserted between the second and third standing walls. Insert part 19.19 for
It is said that Further, 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.
A curved flow path is provided between 8 and 8. On the other hand, as shown in FIGS. 10 to 12, the lid body 13 attached to the main part 12 has first to third parts spaced apart from each other at the upper, lower, left, and right edges of the substrate 22. It forms hanging walls 23, 24, 25. Each hanging wall 23, 24, 25 is a vertical wall 1 of the main part 12.
6.It is fitted externally to the upper ends of 17 and 18, and this vertical wall 1
It is formed lower than 6.17.18. Further, an X-shaped vertical wall 26 is formed on two sides of the base plate 14 of the lid body 13, and a column 27 is suspended from the lower surface. The vertical wall 26 on the upper surface aligns with the 1γ wall 4.4 on the L side of the main frame member 2 connected to the first connector 6 and serves to connect this vertical wall 4.4, and serves to connect the pillar 27 on the lower surface. , the upper surface is - of the main part 12.
If the first connector 6 is buried in the ground by contacting the lower edge of the i'Z wall 20 in the center of the section, the upper part of the main section 12 will bend due to the earth pressure. This prevents the JIiii curved flow path provided in the pipe from being blocked. The first connecting device 6 consisting of the main portion 12 and the lid body 13 formed in this way connects the third
~The main frame material 2゜2 shown in Figure 4 is
In order to make a shape connection, it is sufficient to simply insert the ends of the main frame member 2 into the four insertion portions 19, 19 of the main part 12 and cover the lid body 13 from above.

次に、第5図に示すように多数の主枠材2.2を肩格子
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と傾ネ4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の上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4
5度だけ傾斜して基板31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ための第二挿
入部37,37をそれぞれ設けている。基板31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
よって上記屈曲した流路が塞がれるのを防止している。
Next, as shown in FIG. 5, main frame members 2.2 are arranged horizontally to form the lower side of the drainage frame body 28, which is formed by connecting a large number of main frame members 2.2 in a shoulder grid pattern. The second connector 7 used for connecting the lower end of the main frame member 2.2 arranged by tilting the screw 4 (portion C in Fig. 5) is a main frame member 2.2 as shown in Figs. part 29 and a lid body 30 as shown in FIGS.
team up with The main portion 29 is formed symmetrically as shown in FIG. 13, and is horizontally arranged between vertical walls 32 and 33 formed parallel to each other at intervals in the horizontal direction of the drawing on the upper surface of the substrate 31. The first insertion part 34.34 for inserting the end of the main frame member 2.2 is inserted into the vertical wall 32.33 at 4.
A groove for inserting the lower end of the main frame member 2.2 arranged in an inclined direction between vertical walls 35, 36 formed parallel to each other and spaced apart from each other on the upper surface of the substrate 31 at an angle of 5 degrees. Two insertion portions 37, 37 are provided, respectively. Protrusions 38 and 39 are formed at slightly different positions on opposing 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 curved flow path. A spacer 40 is inserted between the compatible walls 32.35, and prevents the bent flow path from being blocked due to the bending of the vertical walls 32.35.

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1−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。
Moreover, a plurality of standing pillars 41.42 are formed between the standing walls 36.36 formed near the center of the uppermost part, and a protrusion 43 formed on the 1-side surface of these standing pillars 41.42 and the above-mentioned standing wall 36.36. .43 to form a curved flow path.

更に、最も下部寄りのケ壁33.33の中央寄り端部上
側面には対向する立yl 3.2.32までは届かない
堰板部44.44を形成し、この画壇板部44.44の
間から下側に向けてU溝部45を延長して設けている。
Furthermore, a weir plate portion 44.44 that does not reach the opposing vertical wall 3.2.32 is formed on the upper side of the center end of the lowermost wall 33.33, and this art platform plate portion 44.44 A U-groove portion 45 is provided extending downward from between.

このU溝部45の底面は、基板31の上面に対して〜゛
l上るように傾ぶ1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3
1を上下に貫通する円管部46が形成されている。一方
、この主部29に被着する蓋体30は、第15〜16図
に示すように、主iHI 29の各ヴ壁32.33.3
5.36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30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−L面の立壁4.4と整合する立壁51が形成され
ている。更に、下側の垂下壁47の下端縁には断面が円
弧状で、上記した主部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、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、端子側
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。このように形成された主部29と蓋体
30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3
4.37に挿入し、上から惹体30を被せるだけで良い
The bottom surface of this U-groove portion 45 is inclined so as to be ˜1 upward relative to the top surface of the substrate 31. In the center of the board 31,
Similar to the main part 12 of the first connector 6 described above, this board 3
A circular tube portion 46 is formed that vertically passes through the tube 1 . On the other hand, as shown in FIGS.
5.36 hanging wall 47.48.49 fitting over the upper edge
is formed on the edge of the main frame member 2. which is connected to the second connector consisting of the lid body 30 and the main part 29.
A standing wall 51 is formed that matches the standing wall 4.4 on the −L plane of No. 2. Furthermore, a cover piece 52 having an arc-shaped cross section and covering the upper side of the U-groove portion 45 of the main portion 29 is formed at the lower end edge of the lower hanging wall 47 . Further, a post 53 is formed at the center of the lower surface of the substrate 50, above the vertical pillar 41 at the center of the upper edge of the main portion 29, and abuts against the side surface of the terminal to prevent the vertical pillar 41 from being deformed. The second connector 7 consisting of the main portion 29 and the lid body 30 formed in this way is assembled as shown in FIGS. 17 and 18, but in order to connect the main frame member 2.2,
The ends of this main frame material 2.2 are inserted into the four insertion portions 3 of the main part 29.
4. Just insert it into 37 and cover the attracting body 30 from above.

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30の覆い月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 45 of the main portion 29 and the cover 52 of the lid 30 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の上側面に
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−L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 upper surface of the circular tube portion 57. Since this fourth connector 9 simply locks the −L end of the main frame member 2.2,
A lid is not required.

更に、第5図の上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」二連の第四接続具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, the fifth connector 10 used at both corners of the upper end in FIG. It has the same structure as the fourth connector 9 of the series. 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、」一連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、傾斜面に多数の第一
接続具6,6を、主部12の抽木部(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
って固定し、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、或はこの間口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2
8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2
8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l0111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, a large number of main frame members 2.2 configured in a series and the first to sixth connectors 6 to 11 are joined to form a drainage frame 28 as shown in FIG. In this case, a large number of first connectors 6, 6 are placed on the inclined surface, and the bolted part of the main part 12 (the part of the curved flow path consisting of the prisms 21 and 21) is located above the inclined surface. The main frame member 2.2 is fixed by a stake passing through the circular pipe portion 15 of the main portion 12, and the main frame member 2.2 is hung between the connectors 6.6. In addition, the lower part of the drainage frame 28 has 13th to 18th
The second connector 7 as shown in the figure is similarly fixed with a stake penetrating the circular tube part 46, and the first and second insertion parts 34, 37
Insert the end of the main frame material 2 into. 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 drainage frame body 2
The third connector 8 is similarly fixed to the left and right sides of the frame 8 with stakes, and the end of the main frame member 2 is inserted. In addition, the drainage frame 2
A fourth connector 9 is fixed to the upper side of 8 with a stake to lock the upper end of the main frame member 2. Furthermore, the four corners of the drain frame 28 are also connected to the fifth and sixth connectors 10111 as described above, or the end openings of the main frame member 2 are closed without 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28の上に。
Once the drain frame 28 has been fixed to the upper surface of the slope in this way, the drain frame 28 can be further fixed on top of the drain frame 28.

主枠材2の立壁4の上端面が地表面と一致するまで」二
を被せ、排水枠体28全体を傾斜面の表層部に埋設する
The drain frame 28 is entirely buried in the surface layer of the slope by covering the main frame 2 until the upper end surface of the vertical wall 4 coincides with the ground surface.

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
る崩れ止め無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下し、この主枠
材2.2の接続部に至る。この主枠材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流路な有するた
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 collapse-preventing non-drainage frame for sloped surfaces of the previous invention in which each component is joined in this way is buried in the surface layer of the slope, some of the moisture contained in the ground is present in the surface layer of the slope. The material flows down along the upper side of the main frame member 2 and reaches the connection part of this main frame member 2.2. As mentioned above, the first to third connectors 6 to 8 that connect the main frame material 2.2 have curved channels that take moisture flowing from above into the main frame member 2.2. The moisture flowing down the upper surface of the frame 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 material 2 and collected in 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無排水枠体は以上に述
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、傾斜面の表面に顕れる
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、傾斜面に埋設す
る施工時に次に述べるような面倒を生しる。
The collapse-preventing non-drainage frame for use on sloped surfaces according to the previous invention is configured and operates as described above, so that moisture accumulated within the sloped surface due to rainfall can be efficiently discharged, and the main frame material 2
.. 2, which partitions the surface surface into a diagonal lattice pattern, has a great effect in preventing collapse, and the only thing visible on the surface of the slope is the top end of the vertical wall between the narrow main frame material and each connector. Therefore, once grass grows on the slope, the existence of the drainage frame becomes invisible, and it has various superior effects such as not spoiling the beauty of natural parks etc. During construction, the following problems arise.

即ち、捕水機能を有する第一〜第三の各接続具6.7.
8を埋設する場合、立柱や突条により屈曲した流路を形
成して成る各接続具6.7,8の抽水部分が土砂により
詰まらないようにするため、この抽水部分の周囲には砕
石を投入しなければならない。ところが、抽水部分から
外れた部分は、表面に植えた芝生の成育が良くなるよう
に土を投入しなければならず、崩れ止め兼排水枠体の埋
設作業が面倒になってしまう。
That is, each of the first to third connectors 6.7. has a water catching function.
When burying water pipes 8, crushed stones should be placed around the water extraction parts in order to prevent the water extraction parts of each connector 6, 7 and 8, which are formed by vertical pillars and protrusions to form curved channels, from becoming clogged with earth and sand. must be invested. However, soil must be added to the area outside the water extraction area to improve the growth of the grass planted on the surface, making the work of burying the collapse prevention/drainage frame complicated.

(本発明の目的) 本発明は上述のような不都合を解消するため、抽水部の
周囲に土を投入しても詰まることがなく、崩れ止め兼排
水枠体の埋設作業を能率良く行なえるようにできる接続
具を提供することを目的としている。
(Objective of the present invention) In order to solve the above-mentioned disadvantages, the present invention is designed to prevent clogging even when soil is poured around the water extraction part, and to efficiently perform the work of burying the collapse prevention and drainage frame. The purpose is to provide connectors that can be used to

(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用接続具は
、枠体を構成する主枠材の端部を挿入できる複数の挿入
部とこの複数の挿入部の間で内外を通じさせる抽水部と
を設けた主部と、この主部に被せる蓋体とから成り、上
記主部の抽水部内にフィルタ材を充填している。
(Structure of the present invention) The collapsing-prevention drainless frame connector on an inclined surface of the present invention includes a plurality of insertion portions into which the ends of the main frame material constituting the frame can be inserted, and a plurality of insertion portions. It consists of a main part having a water extraction part between which the inside and outside are communicated, and a lid that covers this main part, and the water extraction part of the main part is filled with a filter material.

(本発明の作用) 上述のように構成される本発明の傾斜面に於ける崩れ止
め無排水枠体用接続具は、先発明に係る接続具の場合と
同様に、主枠材の外面に沿って流下した水分を抽水部を
通じて内側に導入し、別の主枠材の内側に流入させるが
、抽水部の周囲には通常の土を投入しても詰まることが
ない。
(Action of the present invention) The collapsing prevention non-drainage frame connection tool for sloped surfaces of the present invention configured as described above has a connection tool on the outer surface of the main frame material, as in the case of the connection tool according to the previous invention. The water that flows down along the line is introduced inside through the extraction part and flows into the inside of another main frame material, but it will not get clogged even if you put regular soil around the extraction part.

(本発明の実施例) 次に、図示の実施例を説明しつつ本発明を更に詳しく説
明する。
(Embodiments of the present invention) Next, the present invention will be explained in more detail while explaining the illustrated embodiments.

第26〜27図は本発明を主枠材をX字状に連結するた
めの第一接続具に実施した状態を示しており、第26図
は主部12の平面図、第27図は同じく底面図である。
Figures 26 and 27 show the present invention applied to a first connector for connecting main frame members in an X-shape. It is a bottom view.

第6〜9図に示した先発明に於ける第一接続具の主体と
同様に基板14の下縁に山形の第一の立壁16を、左右
両側縁に同じ〈山形の第二の立壁17.17をそれぞれ
形成し、第一、第二の立壁16.17の間を主枠材2の
主部3を挿入するための挿入部19.19とし、基板1
4の上部左右両部に上記第二の立壁17.17と平行に
形成した第三の立壁18.18と第二の立壁17.17
との間も同様の挿入部19.19とした主部3に於いて
、第三の立壁18.18の間に設けた捕水部59には目
の荒い繊維状のフィルタ材60が充填されている。即ち
、第三の立壁18.18の間に位置する平板部の上縁に
は互いの間に間隔をあけて複数の断面三角形の柱61.
61が形成されており、この柱61.61と−1−記第
三の立P1.18.18により囲まれた空間内にシート
状のフィルタ材6oを丸めるようにして充填している。
Similar to the main body of the first connector in the previous invention shown in FIGS. 6 to 9, a first chevron-shaped vertical wall 16 is provided on the lower edge of the substrate 14, and a second chevron-shaped vertical wall 17 is provided on both left and right edges. .17 respectively, and the space between the first and second standing walls 16.17 is an insertion part 19.19 for inserting the main part 3 of the main frame material 2, and the board 1
A third standing wall 18.18 and a second standing wall 17.17 formed in parallel with the second standing wall 17.17 on both the left and right sides of the upper part of 4.
In the main part 3, a similar insertion part 19.19 is provided between the third vertical wall 18.18, and a water catching part 59 provided between the third vertical wall 18.18 is filled with a coarse fibrous filter material 60. ing. That is, on the upper edge of the flat plate portion located between the third vertical walls 18.18, there are a plurality of pillars 61. with a triangular cross section spaced apart from each other.
61 is formed, and the space surrounded by this column 61.61 and the third vertical column P1.18.18 marked -1- is filled with sheet-shaped filter material 6o in a rounded manner.

62はこのフィルタ材6゜の内側に位置する柱で、上側
の柱61.61の間から進入しようとする土によってフ
ィルタ材6゜が押し潰されないようにこのフィルタ材6
oを支持する。また、63は左右の第三の立壁18.1
8の間に設けた柱で、上記フィルタ材6oが第三の立壁
18,18の間から下方に抜は出ないように支持する。
62 is a pillar located inside this filter material 6°, and this filter material 6
I support o. Also, 63 is the third standing wall 18.1 on the left and right
8 supports the filter material 6o so that it does not come out downward from between the third vertical walls 18, 18.

本発明の傾斜面に於ける崩れ止め無排水枠体用接続具は
以上に述べた通り構成されるため、地中に埋設しようと
する場合は、抽水部59の周囲には特別に砕石を投入し
なくても、土を投入しただけでこの水が接続具の内側に
進入することはなく、しかも主枠材2の上側面に沿って
抽水部59の近傍に集まる水分もフィルタ材6oを通し
て良好に捕集することができる。なお、図示の実施例に
於いては、基板のフィルタ材6oに覆われた部 ′分に
複数の透孔64.64を形成している。この透孔64.
64は、上記捕水部59で抽水し切れずに接続具の下側
に進入した水分を接続具の内側に導入する役目を果す。
Since the collapse-preventing non-drainage frame connector for sloped surfaces of the present invention is constructed as described above, if it is to be buried underground, crushed stone is specially placed around the water extraction part 59. Even if you do not do so, this water will not enter the inside of the connector just by adding soil, and the water that collects near the water extraction part 59 along the upper side of the main frame material 2 will also pass through the filter material 6o. can be collected. In the illustrated embodiment, a plurality of through holes 64, 64 are formed in the portion of the substrate covered with the filter material 6o. This through hole 64.
A reference numeral 64 serves to introduce moisture that has not been completely extracted in the water capturing portion 59 and has entered the lower side of the connector into the inside of the connector.

(本発明の効果) 本発明の傾斜面に於ける崩れ止め無排水枠体用接続具は
以上に述べた通り構成され使用されるため、傾斜面への
埋設時に接続具の捕水部の周囲にだけ砕石を投入するよ
うな面倒がなく、埋設作業を能率良く行なうことができ
る。
(Effects of the present invention) Since the collapsing prevention non-drainage frame connector on a slope according to the present invention is configured and used as described above, the area around the water catching part of the connector when buried on a slope is Burying work can be carried out efficiently without the hassle of putting crushed stone only in the ground.

(応 用 例) なお、前述の実施例に於いては、主枠材をX字形に接続
する第−接続具6の挿入部にフィルタ材を設けた例につ
いて説明したが、本発明はこのような第一接続具6だけ
でなく、捕水部を有する他の第二、第三接続具7.8に
も実施する。
(Application Example) In the above-mentioned embodiment, an example was explained in which a filter material was provided in the insertion part of the first connecting tool 6 that connects the main frame material in an X-shape. This is applied not only to the first connector 6 but also to the other second and third connectors 7.8 having water catching parts.

【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図以下は先発用の実施例を示
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図は完成した排氷枠体の略平面図、
第6図は第一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図は開底面図、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図は第二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
〜27図は本発明の実施例を示しており、第26図は接
続具の主部の平面図、第27図は同じく底面図である。 l:部材、2:主枠材、3:主部、4:立壁、5:隔壁
、6:第一接続具、7二第二接続具、8:第三接続具、
9:第四接続具、10:第五接続具、ll:第六接続具
、12:主部、13:蓋体、14:基板、15:円管部
、16.17.18:立壁、19:挿入部、20:立壁
、21二角柱、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:立壁、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:堰板部、45:U溝部、46:円
管部、47.48.49:垂下壁、50:基板、51:
立壁、52:覆い片、53:支柱、54:端部開口、5
5:主部、56:蓋体、57:円管部、58:挿入部、
59:捕水部、60:フィルタ材、61.62.63:
柱、64:透孔。 特ハ出願人 パイオニア産業株式会社 代 理 人 小山欽造(ほか1名) 第1図 第2図 A4 @6図 第7図 第1O図 第t1図 @/2図 第19図 第20図
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 an example of the original construction, 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 ice removal frame,
Figure 6 is a front view of the main body of the first connector, Figure 7 is a plan view of the same, Figure 8 is a side view of the same, Figure 9 is an open bottom view, and Figure 10 is a view of the lid of the first 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. Figure 17 is a view seen from the lower left, and Figures 19 to 22 show the third connector which has a separate structure from the second connector, and Figure 19 is a plan view of the main body,
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
27 to 27 show an embodiment of the present invention, FIG. 26 is a plan view of the main part of the connector, and FIG. 27 is a bottom view. l: member, 2: main frame material, 3: main part, 4: vertical wall, 5: partition wall, 6: first connector, 72 second connector, 8: third connector,
9: Fourth connector, 10: Fifth connector, ll: Sixth connector, 12: Main part, 13: Lid, 14: Substrate, 15: Circular tube part, 16.17.18: Standing wall, 19 : Insertion part, 20: Standing wall, 21 diagonal prism, 22: Substrate, 23.24.25: Hanging wall, 26: Standing wall, 27: Support column, 28: Drainage frame, 29: Main part, 30: Lid, 31 : Board, 32.33: Standing wall, 34
: First insertion part, 35.36: Standing wall, 37: Second insertion part,
38.39: Protrusion, 40 Ni spacer, 41.42: Standing column, 43: Protrusion, 44: Weir plate part, 45: U groove part, 46: Circular pipe part, 47.48.49: Hanging wall, 50: Substrate , 51:
Standing wall, 52: Covering piece, 53: Support column, 54: End opening, 5
5: main part, 56: lid body, 57: circular tube part, 58: insertion part,
59: Water catching part, 60: Filter material, 61.62.63:
Pillar, 64: Through hole. Patent Applicant Pioneer Sangyo Co., Ltd. Agent Kinzo Koyama (and 1 other person) Figure 1 Figure 2 A4 @6 Figure 7 Figure 1O Figure t1 @/2 Figure 19 Figure 20

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足長さの
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端に接続した接続具はこの主枠
科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を構成する接続具で
あって、主部とこの主部に被着する蓋体との間で前記主
枠材の主部の端部を保持する構造とし、上記捕水部には
フィルタ材を充填して成る傾斜面に於ける崩れ止め兼排
水枠体用接続具。
A foot-long main frame material with a vertical wall on the upper surface of the main part with a rectangular cross section is connected in a diagonal lattice shape using a number of connectors. The connecting tool connected to the lower end of the main frame member at the lowest end serves as a collapse-preventing and draining frame member on the slope surface that has an opening to drain water flowing down inside the main frame outside the slope surface. The connector has a structure in which the end of the main part of the main frame material is held between the main part and a lid attached to the main part, and the water catching part is filled with a filter material. A connecting tool for preventing collapse and drainage frame on sloped surfaces.
JP12100883A 1983-07-05 1983-07-05 Connector for degradation preventive draining frame for slope Granted JPS6013122A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12100883A JPS6013122A (en) 1983-07-05 1983-07-05 Connector for degradation preventive draining frame for slope

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12100883A JPS6013122A (en) 1983-07-05 1983-07-05 Connector for degradation preventive draining frame for slope

Publications (2)

Publication Number Publication Date
JPS6013122A true JPS6013122A (en) 1985-01-23
JPH0451609B2 JPH0451609B2 (en) 1992-08-19

Family

ID=14800504

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12100883A Granted JPS6013122A (en) 1983-07-05 1983-07-05 Connector for degradation preventive draining frame for slope

Country Status (1)

Country Link
JP (1) JPS6013122A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0455501U (en) * 1990-09-19 1992-05-13

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0455501U (en) * 1990-09-19 1992-05-13

Also Published As

Publication number Publication date
JPH0451609B2 (en) 1992-08-19

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