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JPH0451609B2 - - Google Patents
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JPH0451609B2 - - Google Patents

Info

Publication number
JPH0451609B2
JPH0451609B2 JP12100883A JP12100883A JPH0451609B2 JP H0451609 B2 JPH0451609 B2 JP H0451609B2 JP 12100883 A JP12100883 A JP 12100883A JP 12100883 A JP12100883 A JP 12100883A JP H0451609 B2 JPH0451609 B2 JP H0451609B2
Authority
JP
Japan
Prior art keywords
connector
main
main frame
slope
main part
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
JP12100883A
Other languages
Japanese (ja)
Other versions
JPS6013122A (en
Inventor
Shigeto Kumagai
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.)
NIKI PAIONIA KK
Original Assignee
NIKI PAIONIA 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 NIKI PAIONIA KK filed Critical NIKI PAIONIA 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)

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
で覆つ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 Art) In order to prevent sloped surfaces found in cut-outs and the like from collapsing due to rain or the like after construction, it is widely practiced to protect the surface by covering the surface with grass or the like. 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h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図に示すような碁盤目状の枠
組を傾斜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, for example, a member 1 made of synthetic resin or metal and having a substantially H-shaped cross section as shown in FIG.
1, a large number of the members 1 and 1 are connected with bolts and nuts, and a grid-like framework as shown in FIG. 2 is constructed on an inclined surface 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
ら浮き上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
対して固定しているが、該交差部は傾斜面上に降
つ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
き上つてしまい、単に該傾斜面上に載つただけの
不安定な状態となつてしまう。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 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. Can not do it. In addition, to prevent the framework from floating up from the slope, the intersection part of the framework (section a in Figure 2) is fixed to the slope using wooden stakes, U-shaped metal rods, etc. This is the part where rainwater that falls on the slope is guided by the framework and accumulates most easily, so the wooden stakes and U-shaped metal rods mentioned above are susceptible to corrosion, and when they corrode, the framework gradually floats onto the slope. This results in an unstable situation where the object simply rests on the slope. Furthermore, since the framework is visible on the ground surface, even when grass, etc. grows on a slope, the grass will grow avoiding the framework,
The presence of the framework can be seen when viewed from a distance, giving the slope an artificial appearance, 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兼排水枠体を発明し
た(特開昭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 collapsing and drainage frame for sloped surfaces that has an opening for discharging water to the outside of the sloped surface (Japanese Patent Application Laid-open No. 77505/1983).

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、該
面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 anti-collapse and 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 also to drain 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 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によつて斜格子状に
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
傾斜面内に溜まつた水分は、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つている。
In the collapse prevention/drainage frame body according to the previous invention, the main frame member 2 formed in this manner is as shown in FIG.
A large number of connecting devices 6 to 11 are connected in a diagonal grid pattern, and the vertical wall 4 is buried in the surface layer of the slope so that the upper surface of the vertical wall 4 substantially coincides with the ground surface. After rain, the moisture that accumulates inside the slope is guided by the upper side of the main frame members 2, 2 (the side located above the slope) and flows toward the connecting 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 main frame material 2,
The connecting tool installed at the place where the moisture guided on the upper side of 2 gathers has the function of connecting the main parts 3 of the main frame members 2, 2, and also draws the moisture contained in the surrounding soil inside. It also has a water capture function.

即ち、斜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とから成つている。主部12を構成
する基板14の中心部には上下方向に亘つてこの
基板14を貫通する円筒部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
入できるようになつている。即ち、基板14の下
縁(上下は第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1
7,17をそれぞれ形成し、第一、第二の立壁1
6,17の間を上記主部3を挿入するための挿入
部19,19としている。また、基板14の上部
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1
9,19としている。更に、左右の第三の立壁1
8,18の間には、上縁中央部の立壁20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16,17,18の上端部に外嵌す
るもので、この立壁16,17,18よりは低く
形成されている。更に、蓋体13の基板14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
立壁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1
2の上部中央の立壁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、地圧によつ
て上記立壁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 diagonally in an X-shape has a main part 12 as shown in FIGS. 6 to 9 and a main part 12 as shown in FIGS. 10 to 12. It consists of a lid body 13 like this. A cylindrical portion 15 is formed in the center of a 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 on the outer peripheral edge of the substrate 14 at intervals, and the main portion 3 of the main frame member 2 described above can be inserted between each vertical wall. It's summery. That is, a first chevron-shaped vertical wall 16 is placed on the lower edge of the substrate 14 (the top and bottom are as shown in FIG. 7), and a second chevron-shaped vertical wall 1 is placed on both left and right edges.
7 and 17, respectively, and the first and second standing walls 1
The space between 6 and 17 is defined as insertion portions 19 and 19 into which the main portion 3 is inserted. Further, third standing walls 18, 18 parallel to the second standing walls 17, 17 are formed on both left and right parts of the upper part of the substrate 14, and the main part 3 is also formed between the second and third standing walls. Insertion part 1 for insertion
9.19. Furthermore, the third standing wall 1 on the left and right
A plurality of square pillars 21, 21 are formed between 8 and 18 symmetrically with respect to a vertical wall 20 at the center of the upper edge, and a curved flow path is provided between the compatible walls 18, 18. . 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. Hanging walls 23, 24, and 25 are formed. Each of the hanging walls 23, 24, 25 is fitted onto the upper end of the vertical walls 16, 17, 18 of the main portion 12, and is formed lower than the vertical walls 16, 17, 18. Further, an X-shaped vertical wall 26 is formed on the upper surface of the base plate 14 of the lid body 13, and a column 27 is suspended from the lower surface. Top standing wall 26
The pillars 27 on the lower surface align with the vertical walls 4, 4 on the upper surface of the main frame member 2 connected to the first connector 6 and serve to connect these vertical walls 4, 4, and the support columns 27 on the lower surface have their upper surfaces connected to the main part 1.
When the first connector 6 is buried in the ground by contacting the lower edge of the vertical wall 20 at the center of the upper part of the main part 12, the vertical wall 20 is bent by the earth pressure, and the bend provided at the upper part of the main part 12 is bent. This prevents the flow path from being blocked. By the first connector 6 consisting of the main portion 12 and the lid body 13 formed in this way. The main frame material 2 shown in Figures 3 and 4,
2 in an X-shape as shown in part b in FIG. All you have to do is cover it.

次に、第5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3
2,33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が撓むことによつて上記
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
上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、この両堰板部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。この
U溝部45の底面は、基板31の上面に対して立
上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、主部29
の各立壁32,33,35,36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
上面の立壁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の上端下側面に当接し、この立柱4
1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34,37に挿入し、上から蓋体30を
被せるだけで良い。
Next, as shown in FIG. 5, a large number of main frame members 2, 2
The main frame members 2, 2 arranged horizontally and the lower ends of the main frame members 2, 2 arranged at an angle are connected to form the lower side of the drainage frame body 28, which is formed by connecting the main frame members 2, 2 in a diagonal grid pattern. The second connector 7 used for the part (c part in Figure 5) has a main part 29 as shown in Figures 13-14.
and a lid body 30 as shown in FIGS. 15-16 are combined to form a structure as shown in FIGS. 17-18. The main portion 29 is formed symmetrically as shown in FIG. 13, and has standing walls 3 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 portions 34, 34 for inserting the ends of the main frame members 2, 2 horizontally arranged between the substrate 31 Second insertion portions 37, 37 are provided on the upper surface for inserting the lower end portions of the main frame members 2, 2, which are arranged in an inclined direction between the vertical walls 35, 36 formed parallel to each other and spaced apart, respectively. It is set up. Protrusions 38 and 39 are formed at slightly different positions on opposing side surfaces of a horizontal standing wall 32 and an inclined standing wall 35 formed adjacent to the top 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 and 35, and prevents the bent flow path from being blocked by the vertical walls 32 and 35 being bent. In addition, the vertical walls 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 protrusions 43, 43 formed on the upper surfaces of the standing walls 36, 36. There is. Furthermore, weir plate portions 44, 44 that do not reach the opposing vertical walls 32, 32 are provided on the upper surfaces of the ends of the vertical walls 33, 33 closest to the center.
A U-groove portion 45 is provided extending downward from between the two weir plate portions 44, 44. The bottom surface of this U-groove portion 45 is inclined upwardly with respect to the top surface of the substrate 31. In the center part of the board 31, like the main part 12 of the first connector 6 described above,
A circular tube portion 46 is formed to vertically penetrate this substrate 31. On the other hand, the lid 30 attached to the main portion 29 is attached to the main portion 29 as shown in FIGS.
A base plate 50 consisting of the lid body 30 and the main portion 29 is mounted on the upper surface of the base plate 50, which has hanging walls 47, 48, 49 formed on the edge portions, which fit around the upper edge portions of the vertical walls 32, 33, 35, 36. A standing wall 51 is formed that aligns with the standing walls 4, 4 on the upper surfaces of the main frame members 2, 2 connected to the two connectors. 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 . Also,
The central part of the lower surface of the board 50 is in contact with the lower side of the upper end of the vertical column 41 at the center of the upper edge of the main part 29, and this vertical column 4
A strut 53 is formed to prevent deformation of 1.
The second connector 7 consisting of the main portion 29 and the lid 30 formed in this way is assembled as shown in FIGS. 17 and 18, but in order to connect the main frame members 2, It is only necessary to insert the ends of the main frame members 2, 2 into the four insertion parts 34, 37 of the main part 29 and cover them with the lid 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の覆い片5
2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 in FIG. Connector 8,
8 can be used exactly the same as the second connector 7 described above by simply changing the direction. That is,
Rotate the second connector 7 clockwise 90 degrees from the direction shown in Figure 13.
If it is rotated 90 degrees, it can be used as the connector for section d in Figure 5, and if it is rotated 90 degrees counterclockwise, it can be used as the connector for section e in Figure 5. can. However, in this case, the U groove part 45 of the main part 29 and the cover piece 5 of the lid body 30
the end opening 54 of the tubular passageway formed between the
(Fig. 18) 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 drainage frame 28
The fourth connector 9 that connects the upper end parts of the main frame members 2, 2 at the upper end parts is, as shown in FIGS. 23 to 25,
Insertion parts 58, 58 into which the main part 3 of the main frame member 2 is inserted are formed substantially perpendicularly to the upper surface of the circular tube part 57. This fourth connector 9 is simply the main frame member 2,
Since the upper end of 2 is only locked, a lid is not necessary.

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つて第二接続
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. 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、傾斜面に多数の第一接続具6,6を、主部1
2の捕水部(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を貫通した杭によつて
固定し、この接続具6,6の間に主枠材2,2を
掛け渡す。また、排水枠体28の下辺部には第1
3〜18図に示した様な第二接続具7を、同様に
円管部46を貫通した杭によつて固定し、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に送られた来た
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
に杭によつて固定し、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。
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、
主枠材2の立壁4の上端面が地表面と一致するま
で土を被せ、排水枠体28全体を傾斜面の表層部
に埋設する。
Next, to construct the drainage frame 28 as shown in FIG. 5 by joining the large number of main frame members 2, 2 configured as described above and the first to sixth connectors 6 to 11, , a large number of first connectors 6, 6 on the inclined surface, the main part 1
The water catching part 2 (the part of the curved flow path made up of the square pillars 21, 21) is positioned above the slope and fixed by a stake passing through the circular pipe part 15 of the main part 12, The main frame members 2, 2 are stretched between the connectors 6, 6. In addition, a first
The second connector 7 as shown in FIGS.
The ends of the main frame member 2 are inserted into the second insertion portions 34 and 37. The opening 54 of this second connector 7 is connected to the drain frame 28.
When the entire structure is buried on a slope, the water can be taken directly out of the slope, or the end of another pipe can be connected to this opening 54, and the incoming water sent to the second connector 7 through this pipe can be drained directly to the outside of the slope. Make sure to drain off the slope. 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. Additionally, a fourth connector 9 is provided on the upper side of the drain frame 28.
are fixed with stakes to lock the upper end of the main frame material 2. Furthermore, the four corners of the drainage frame 28 are also provided with the fifth and fourth corners as described above.
Either it is connected to the sixth connectors 10 and 11, or the end opening of the main frame member 2 is closed without providing any connectors.
Once the drainage frame 28 has been fixed to the upper surface of the slope in this way, furthermore, on top of this drainage frame 28,
The entire drainage frame 28 is buried in the surface layer of the slope by covering it with soil until the upper end surface of the vertical wall 4 of the main frame material 2 is flush 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
面に沿つて流下し、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
枠体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 prevention/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 flowing down flows down along the upper side of the main frame member 2 and reaches the connecting portion between the main frame members 2, 2. As mentioned above, the first to third connectors 6 to 8 that connect the main frame members 2 and 2 have curved flow paths that take moisture flowing from above into the main frame members. The moisture flowing down the upper surface of the frame material 2 enters into the first to third connectors 6 and 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 is collected by a large number of connectors 6 that constitute the drainage frame 28,
This is done every 7 and 8 times, and the collected moisture is transferred to the main frame material 2.
The liquid is collected in the main part 3 and discharged out of the inclined surface through the opening 54 of the second connector 7 located at the bottom.

先発明の傾斜面に於ける崩れ止め兼排水枠体は
以上に述べた通り構成され作用するので、降雨に
よつ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によつて表層面を斜格
子状に仕切つ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
生じる。
The anti-collapse/drainage frame for 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 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 slope is the upper end of the vertical wall between the narrow main frame material and each connector. Because it is only a slope, the existence of the drainage frame becomes invisible after grass grows on the slope, and it has various excellent effects such as not spoiling the beauty of natural parks etc. During construction, the following troubles occur during construction.

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
捕水部分が土砂により詰まらないようにするた
め、この捕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、捕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つてしまう。
That is, when burying each of the first to third connectors 6, 7, and 8 having a water-capturing function, each of the connectors 6, 7, and 8, which has a curved flow path formed by an upright pillar or protrusion, is buried. In order to prevent the water area from becoming clogged with sediment, crushed stone must be placed around this water catchment area. However, soil must be added to the areas outside the water-catching area to help the grass grown on the surface grow, making the work of burying the collapse-prevention/drainage frame tedious.

(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、
捕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。
(Object of the present invention) In order to solve the above-mentioned disadvantages, the present invention
To provide a connecting tool that does not cause clogging even when soil is thrown around a water catching part and enables efficient work of burying a collapse prevention/drainage frame body.

(本発明の構成) 本発明の傾斜面に於ける崩れ止め兼排水枠体用
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
を通じさせる捕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、上記主部の捕水部内に
フイルタ材を充填している。
(Structure of the present invention) The collapsing prevention/drainage 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 provided with a water catching part that allows communication between the inside and the outside, and a lid that covers this main part, and the water catching 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
る崩れ止め兼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、主枠材の外面に沿つて流
下した水分を捕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、捕水部の周囲には
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/drainage frame connector for sloped surfaces of the present invention configured as described above has a structure that connects to the outer surface of the main frame material as in the case of the connector according to the previous invention. The water that flows down along the line is introduced inside through the water catchment 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 water catchment 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。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
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14の上部左右両部に上記第二の立壁1
7,17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1
9,19とした主部3に於いて、第三の立壁1
8,18の間に設けた捕水部59には目の荒い繊
維状のフイルタ材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と上記第三の立壁18,18により囲まれた
空間内にシート状のフイルタ材60を丸めるよう
にして充填している。62はこのフイルタ材60
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つてフイルタ材60
が押し潰されないようにこのフイルタ材60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、上記フイルタ材60が第三
の立壁18,18の間から下方に抜け出ないよう
に支持する。
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. 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 a main frame material 2 is formed between the first and second vertical walls 16 and 17.
The second standing wall 1 is provided on both the left and right parts of the upper part of the board 14.
Third standing wall 18, 18 formed parallel to 7, 17
A similar insertion portion 1 is also provided between the and second standing walls 17, 17
In the main part 3 with 9 and 19, the third standing wall 1
A water catching portion 59 provided between 8 and 18 is filled with a coarse fibrous filter material 60. That is,
A plurality of pillars 61, 61 having a triangular cross section are formed at intervals at the upper edge of the flat plate portion located between the third standing walls 18, 18.
A sheet-shaped filter material 60 is filled in a space surrounded by the filter material 61 and the third vertical walls 18, 18 in a rounded manner. 62 is this filter material 60
The filter material 60 is a column located inside the column, and the filter material 60 is
This filter material 60 is supported so that it is not crushed. In addition, 63 is the third standing wall 18, 1 on the left and right.
8 supports the filter material 60 so that it does not slip 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兼排水枠体用
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、捕水部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の上側面に沿つて捕水部59
の近傍に集まる水分もフイルタ材60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、基板のフイルタ材60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で捕水し切れ
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 collapsing prevention/drainage frame connector for sloped surfaces of the present invention is constructed as described above, if it is to be buried underground, special crushed stone should be placed around the water catchment portion 59. Even if you do not add soil, this water will not enter the inside of the connector just by adding soil.
Moisture that collects in the vicinity of can also be effectively collected through the filter material 60. In the illustrated embodiment, a plurality of through holes 64, 64 are formed in the portion of the substrate covered with the filter material 60. The through holes 64, 64 serve to introduce moisture that has not been completely captured by the water capturing portion 59 and has entered the lower side of the connector into the inner side of the connector.

(本発明の効果) 本発明の傾斜面に於ける崩れ止め兼排水枠体用
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/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
形に接続する第一接続具6の捕水部にフイルタ材
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 described in which a filter material was provided in the water catching part of the first connector 6 that connects the main frame material in an X shape, but the present invention This method is applied not only to the first connector 6 but also to the other second and third connectors 7 and 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
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図は同底面図、第10図は第一接続
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例を示し
ており、第19図は本体の平面図、第20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。 1: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:第五接
続具、11:第六接続具、12:主部、13:蓋
体、14:基板、15:円管部、16,17,1
8:立壁、19:挿入部、20:立壁、21:角
柱、22:基板、23,24,25:垂下壁、2
6: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、3
7:第二挿入部、38,39:突条、40:スペ
ーサ、41,42:立柱、43:突条、44:堰
板部、45:U溝部、46:円管部、47,4
8,49:垂下壁、50:基板、51:立壁、5
2: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:フイルタ材、61,
62,63:柱、64:透孔。
Figure 1 is a perspective view of members used in a conventional framework;
Fig. 2 is a plan view of a conventional frame, Fig. 3 and subsequent figures show an embodiment of the previous invention, Fig. 3 is a side view of the main frame material, and Fig. 4 is a sectional view taken along line A-A in Fig. 3. , Fig. 5 is a schematic plan view of the completed drainage frame, Fig. 6 is a front view of the main body of the first connector, Fig. 7 is the same plan view, Fig. 8 is the same side view, and Fig. 9 is the same. A bottom view, FIG. 10 is a plan view of the lid of the first connector, FIG. 11 is a side view of the same, and FIG.
The figure is a bottom view of the same, Figure 13 is a plan view of the main body of the second connector, Figure 14 is a side view of the same, Figure 15 is a plan view of the lid of the second connector, and Figure 16 is a side view of the same. , 17th
The figure is a side view of the assembled second connector, Figure 18 is a view seen from the lower left of Figure 17, and Figures 19 to 22 show another example of the third connector with a separate structure from the second connector. Fig. 19 is a plan view of the main body, Fig. 20 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, and Fig. 23 is a plan view of the fourth connector. , 24th
25 is a sectional view taken along line BB in FIG. 23, FIGS. 26 and 27 show embodiments of the present invention, and FIG. FIG. 27 is a bottom view as well. 1: Member, 2: Main frame material, 3: Main part, 4: Standing wall,
5: partition wall, 6: first connector, 7: second connector,
8: Third connector, 9: Fourth connector, 10: Fifth connector, 11: Sixth connector, 12: Main part, 13: Lid, 14: Board, 15: Circular tube part, 16, 17,1
8: standing wall, 19: insertion part, 20: standing wall, 21: prism, 22: board, 23, 24, 25: hanging wall, 2
6: Standing wall, 27: Support column, 28: Drainage frame, 29:
Main part, 30: Lid, 31: Substrate, 32, 33: Standing wall, 34: First insertion part, 35, 36: Standing wall, 3
7: Second insertion part, 38, 39: Projection, 40: Spacer, 41, 42: Standing column, 43: Projection, 44: Weir plate part, 45: U groove part, 46: Circular pipe part, 47, 4
8, 49: hanging wall, 50: board, 51: standing wall, 5
2: Cover piece, 53: Support column, 54: End opening, 5
5: Main part, 56: Lid body, 57: Circular pipe part, 58: Insertion part, 59: Water catching part, 60: Filter material, 61,
62, 63: Pillar, 64: Through hole.

Claims (1)

【特許請求の範囲】[Claims] 1 矩形断面を有する主部の上面に立壁を有する
一定長さの主枠材の端部間を接続する接続具であ
つて、前記主枠材の端部挿入部を有すると共に、
該端部挿入部間の一部に主枠材の側面を流下する
水分を内側に導入して捕水する流路からなる捕水
部を有しており、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、上記捕水部にはフイルタ材を充填して成る
ことを特徴とする傾斜面に於ける崩れ止め兼排水
枠体用接続具。
1 A connector for connecting the ends of a main frame member of a certain length having a vertical wall on the upper surface of the main part having a rectangular cross section, which has an end insertion part of the main frame member, and
A part between the end insertion parts has a water catching part consisting of a flow path that introduces moisture flowing down the side surface of the main frame material inside and captures the water, and the water catching part is attached to the main part and this main part. The structure is such that the end of the main part of the main frame material is held between the lid body and the lid body, and the water catching part is filled with a filter material. Connection tool for frame.
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 JPS6013122A (en) 1985-01-23
JPH0451609B2 true 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)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2513548Y2 (en) * 1990-09-19 1996-10-09 三菱自動車工業株式会社 Flexible ring member inner diameter detection device

Also Published As

Publication number Publication date
JPS6013122A (en) 1985-01-23

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