JPS6030724A - Degradation-preventive and draining frame for slope - Google Patents

Degradation-preventive and draining frame for slope

Info

Publication number
JPS6030724A
JPS6030724A JP13755883A JP13755883A JPS6030724A JP S6030724 A JPS6030724 A JP S6030724A JP 13755883 A JP13755883 A JP 13755883A JP 13755883 A JP13755883 A JP 13755883A JP S6030724 A JPS6030724 A JP S6030724A
Authority
JP
Japan
Prior art keywords
main frame
main
connector
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.)
Granted
Application number
JP13755883A
Other languages
Japanese (ja)
Other versions
JPH044413B2 (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 JP13755883A priority Critical patent/JPS6030724A/en
Publication of JPS6030724A publication Critical patent/JPS6030724A/en
Publication of JPH044413B2 publication Critical patent/JPH044413B2/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)
  • Retaining Walls (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

PURPOSE:To prevent the slackening and coming-off of main frame from connectors by loading of covering soil by a method in which a projected lever is provided to the downside of the cover of a connector connecting the main frames in a hatched form, and holes are projectionally provided in the connector of the main frame. CONSTITUTION:The upper vertical wall 4 of the main body of a main frame 2 is cut off on both ends of the main frame 2, and a hole 65 is instead drilled in the upside of the main body 3. Also, projected levers 66 are formed on the downside of the cover 13 of a connector to connect the main frames 2 in a hatched form. The main frames 2 are placed crosswise on a slope, the cover 13 is made to cover the main frames 2, and the projected levers 66 of the cover 13 are inserted into the holes 65 of the main frames 2. The main frames 2 can thus be prevented from slackening and separating from the connector 2 even when burdened with covering soil.

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無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 of a non-drainage frame that prevents collapse of 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6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) Sloped surfaces found in cut-outs, etc. are widely protected by covering them with grass, etc. to prevent them from collapsing due to rainfall after construction. It is also practiced to install a framework on the surface of the slope that protects the slope until it grows and functions as a reinforcing frame even after the growth.

このような枠組は、例えば合成樹脂又は金属によりi1
図に示すような断面略り字形の部材l、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
に示すような基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 can be made of synthetic resin or metal, for example.
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 base mesh-shaped 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、次に述へ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った山水が枠
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−にってしまい、単に該傾斜面
」二に載っただけの不安定な状W: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かできるの
で傾斜面が人工的な感じとなり、自然公園等特殊の条件
Fに於いては美観を損ねる等好ま17<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 slope and suppresses the linear 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 the mountain water 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 likely to corrode, and if they corrode, the framework will gradually float on the slope. -, resulting in an unstable state W: where the object simply rests on the inclined surface. Furthermore, since the framework is visible on the ground surface, even if grass or the like grows on a slope, the grass will grow avoiding the framework and the existence of the framework will be visible when viewed from a distance. Therefore, the slope looks artificial, and under special conditions such as natural parks, the aesthetic appearance may be spoiled, which is not desirable.

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」二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無排水枠体を発明
した(特願昭57−77505−Q)。
In order to eliminate such inconveniences, the inventor first connected a large number of main frame members of a certain length with vertical walls on two sides of the main part having a rectangular cross section in a diagonal lattice shape using first connectors. , this first connector has a flow path that introduces moisture flowing down the side of the main frame material into the inside, and the second connector connected to the lower end of the lowermost main frame material allows moisture to flow down inside this main frame. A non-drainage frame for preventing collapse on an inclined surface having an opening for discharging moisture outside the inclined surface was invented (Japanese Patent Application No. 57-77505-Q).

まず、この先発間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図は先発間の枠体に使用し、傾斜
面の崩れ止めをするとともに、数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」二面に立壁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」二面に形成した立壁
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 non-collapsing non-drainage frame between the starters, Figures 3 and 4 show that it is used for the frame between the starters to prevent collapse of sloped surfaces and also to remove moisture from the surface layer of several surfaces. The main frame material 2 for discharging is shown. The main frame material 2 has vertical walls 4 formed on two sides of a main part 3 having a rectangular cross section, and a partition wall 5 is formed on the inside of the main part 3 to partition the inside of the main part 3 into upper and lower parts for reinforcement. ing. Both ends of the vertical wall 4 formed on the two sides 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.

先発間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しこ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#!胴面内に溜まった水分は、主
枠材2.2の上側面(傾斜面のF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−1
−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。
The anti-collapse non-drainage frame related to the front space is constructed by forming the main frame material 2 formed in this way into a diagonal lattice shape by tightening the first to sixth connectors 6 to 11, as shown in FIG. A large number of them are connected and buried in the surface layer of the slope so that the upper surface of the standing wall 4 is almost in line with the ground surface. After rain #! The moisture accumulated inside the body surface is removed from the upper surface of the main frame material 2.2 (the side located on the F side of the slope).
It flows toward the connection part of each main frame member 2.2, flows into the main part 3 from this connection part, flows inside this main part 3, and is discharged to the outside of the inclined surface. Therefore, -1 of main frame material 2.2
- The connecting tool installed at the place where the moisture gathered on the side has the function of connecting the main parts 3.3 of the main frame members 2.2, as well as the function of capturing moisture contained in the surrounding soil to the inside. It has both functions.

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1O〜12図に示すような4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6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(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19.19とし
ている。更に、左右の第三の立壁18.18の間には、
−L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1
3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12の」一部中央
の立壁20の下側縁に当接して、第−接続具6を地中に
埋設した場合に、地圧によって上記立壁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1
トする。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I3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. It consists of 4 bodies 13 like this. A circular tube portion 15 is formed in the center of the substrate 14 constituting the main portion 12, and extends vertically through the substrate 14.The outer periphery of the substrate 14 is spaced apart from each other. A plurality of standing walls 16, 17, and 18 are formed, and the main portion 3 of the main frame member 2 described above can be inserted between each standing wall. That is, the lower edge of the substrate 14 (upper and lower are the seventh
According to the diagram. ) is formed with a first chevron-shaped vertical wall 16, and second chevron-shaped vertical walls 17 and 17 are formed on both left and right edges, respectively.
The space between the first and second vertical walls 16.17 is an insertion portion 19.19 into which the main portion 3 is inserted. In addition, the substrate 14
A third standing wall 18.18 parallel to the second standing wall 17.17 is formed on both left and right sides of the upper part of the The insertion portion is 19.19. Furthermore, between the third standing wall 18.18 on the left and right,
- A plurality of square columns 21.21 are formed symmetrically with respect to the standing wall 20 at the center of the L edge, and a compatible wall 18.18
A curved flow path is provided between the two. 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 16 of the main part 12.
.. 17.It is fitted externally to the upper end of 18, and this vertical wall 16
.. It is formed lower than 17.18. Furthermore, the lid body 1
An X-shaped standing wall 26 is formed on the upper surface of the substrate 14 of No. 3, and a support 27 is suspended from the lower surface. The vertical wall 26 on the upper surface aligns with the vertical wall 4.4 on the upper surface of the main frame member 2 connected to the first connector 6 and serves to connect this vertical wall 4.4, and the support column 27 on the lower surface When the first connector 6 is buried in the ground so that it comes into contact with the lower edge of the vertical wall 20 in the center of the main part 12, the vertical wall 20 is bent by the earth pressure and the upper part of the main part 12 is bent. Prevents the curved flow path from being blocked1
to The main frame member 2.2 shown in FIGS. 3 and 4 is connected to an X-shape as shown in part b of FIG. To connect to
The ends of the main frame material 2 are inserted into the four insertion portions 19 of the main portion 12.
19 and then cover it with the lid I3.

次に、第5図に示すように多数の主枠材2.2を斜格子
状に接続して成る捕水枠体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の北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3
7.37をそれぞれ設けている。基板31の」二面に隣
接して形成した水平方向の立壁32と傾斜方向の立壁3
5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
って上記の屈曲した波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 a water-catching frame 28 which is formed by connecting a large number of main frame members 2.2 in a diagonal grid pattern. 2 and the lower end of the main frame 2.2 arranged at an angle (part C in Figure 5)
The second connecting tool 7 used for has been done. 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 north surface of the substrate 31. The first insertion portions 34.34 for inserting the ends of the main frame member 2.2 are placed on the upper surface of the substrate 31 at an angle of 45 degrees with respect to the vertical wall 32.33, and spaced apart from each other in parallel to each other. The second insertion part 3 is for inserting the lower end of the main frame member 2.2 arranged in the inclined direction between the vertical walls 35 and 36 formed by opening.
7.37 respectively. A horizontal standing wall 32 and an inclined standing wall 3 formed adjacent to two sides of the substrate 31
Protrusions 38 and 39 are formed at slightly different positions on the side surfaces facing each other, and a curved flow path is formed between the compatible walls 32 and 35. A spacer 40 is inserted between the compatible walls 32.35, and prevents the above-mentioned curved wave path from being blocked by 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」二側面に形成した
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 protrusions 43 formed on the two sides of the standing walls 36. .43 to form a curved flow path.

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!i 32.32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」−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。
Furthermore, the end of the standing wall 33.33 closest to the bottom -
Opposing stands on the upper side! A weir plate portion 44.44 that does not reach up to i 32.32 is formed, and a U-groove portion 45 is provided downward from between the pedestal plate portions 44.44. The bottom surface of this U-groove portion 45 is inclined so as to stand up against the top surface of the substrate 31. In the center part of the board 31, similar to the main part 12 of the first connector 6 described above.

この基板31を−1−下に貫通する円管部46か形成さ
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の一ヒ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1−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1−面の立壁4.4と整合する立壁5
1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5
0の下面中央部には、主部29の一ヒ側縁中央の立柱4
1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 circular tube portion 46 is formed which penetrates this substrate 31 downwardly. On the other hand, the lid 30 attached to the main portion 29 is
As shown in FIGS. 15 and 16, each vertical wall 32.
33. Hanging wall 47 that fits over one end edge of 35.36.
A vertical wall 4 on the first side of the main frame member 2.2 that is connected to the second connector consisting of the lid body 30 and the main part 29 is attached to the first side of the substrate 50 having 48.49 formed on the edge. Standing wall 5 consistent with .4
1 is formed. 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 . In addition, the board 5
At the center of the lower surface of 0, there is a standing pillar 4 at the center of one side edge of the main part 29
A column 53 is formed that abuts the lower side of the upper end of the column 1 and prevents the column 41 from deforming.

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、この主枠利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。
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 member 2.2, this Main frame rate 2.2
It is sufficient to simply insert the ends of the main part 29 into the four insertion parts 34 and 37 and cover 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、同しく反時計方向に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を流ドして来る水分
は堰板部44のためU溝部45内に波れ込むことはない
。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S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 used while being rotated 90 degrees clockwise from the orientation shown in Figure 13, it will be used as the connector in section d in Figure 5, which is also rotated 90 degrees counterclockwise. If used in the above, it can be used as a connecting tool for part e in Fig. 5. 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 30 is closed. In this case, moisture flowing through 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. It is also possible to cover the lid body 56 to form the third connector 8.

次に、第5図のf部分のように、排水枠体28の−に端
部の主枠材2.2の一ヒ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 fourth connector 9 that connects one end of the main frame member 2.2 to the negative end of the drain frame 28 is shown in FIGS. 23 to 25. As shown in FIG. 2, 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 upper end of the main frame member 2.2, 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 connecting tool 10 used at both upper corners of "Fig. 5"
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、上述のようシこ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
って固定し、この接続A6.6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は捕水枠体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1O111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, the drain frame 28 as shown in FIG. 5 is constructed by joining a large number of main frame members 2.2 and the first to sixth connectors 6 to 11, which are constructed in the manner described above. In this case, a large number of first connectors 6.6 are placed on the sloped surface, and the water extraction part of the main part 12 (the part of the curved flow path consisting of the prisms 21.21) is located above the sloped surface. It is fixed by a stake passing through the circular pipe part 15 of the part 12, and the main frame member 2.2 is passed between this connection A6.6. 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 water collection frame 28 is buried on a slope, the opening 54 of the second connector 7 can be directly brought out of the slope, or the end of another pipe can be connected to this opening 54. The water sent to the second connector 7 through the pipe 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 1O111 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」二面に排水枠体28をt+
!;を定したならば、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。
In this way, the drainage frame 28 is placed on the two sides of the inclined surface.
! Once this is determined, soil is further placed on top of this drainage frame 28 until the upper end of the vertical wall 4 of the main frame material 2 is flush with the ground surface, and the entire drainage frame 28 is placed on the surface of the slope. Bury it.

このように各構成部品を接合した先発用の傾斜面に於け
る崩れ1ト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。
In this way, if the first drainage frame is buried in the surface layer of the slope, some of the moisture contained in the ground will be absorbed by the surface layer of the slope. The material present in the main frame material 2 flows down along the upper side of the main frame material 2 and reaches the connecting portion between the main frame materials 2, 2. As mentioned above, the first to third connectors 6 to 8 that connect the main frame material 2.2 have curved flow paths 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 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.

先発用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+h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、次に述べるよ
うな不都合を生じる。
The anti-collapse/drainage frame on the slope for starters is constructed and functions as described above, so that it can efficiently drain moisture that collects within the slope due to rainfall, and the main frame material 2
.. In addition to partitioning the surface surface into a diagonal lattice pattern by 2, the effect of collapse + h is large, and only the upper end of the vertical wall between the narrow main frame material and each connector is visible on the surface of the slope. Therefore, after grass grows on the slope, the existence of the drainage frame becomes invisible, and it has various excellent effects such as not damaging the beauty of natural parks etc. This will cause such inconvenience.

即ち、排水枠体を構成する主枠材2は合成樹脂製とし、
この主枠材2の主部3の両端部を各接続具の挿入部に挿
入し接続するだけであるため、排水枠体をM114面に
埋設した場合に、上記主部3の4二方側面に覆土の荷重
が加わると、主枠材2全体が円弧状に撓んで、主部3の
両端部が各接続具の挿入部から抜は出してしまう。この
ように主枠材2の端部が接続具から外れると、排水枠体
による傾斜面内の水分排出も、傾斜面表層部の崩れ止め
も行なえなくなってしまう。
That is, the main frame material 2 constituting the drainage frame body is made of synthetic resin,
Since both ends of the main part 3 of the main frame material 2 are simply inserted into the insertion parts of each connector and connected, when the drainage frame is buried in the M114 surface, the four two sides of the main part 3 are When the load of covering soil is applied to the main frame member 2, the entire main frame member 2 is bent in an arc shape, and both ends of the main part 3 are pulled out from the insertion part of each connector. If the end of the main frame member 2 comes off from the connector in this way, it becomes impossible to drain moisture within the slope by the drainage frame and prevent the surface layer of the slope from collapsing.

(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、主枠材の
上方側面に荷重が加わった場合でもこの上枠材が撓んで
接続具から外れることのない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。
(Objective of the present invention) In order to eliminate the above-mentioned disadvantages, the present invention has a structure on an inclined surface that prevents the upper frame member from bending and coming off from the connector even when a load is applied to the upper side surface of the main frame member. The purpose is to provide a non-drainage frame that prevents collapse.

(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5に構成され作用する先発明に係る排水枠体に於
いて、斜格子状に配設された主枠材2の主部3の両端部
上面に孔を穿設し、多数の主枠材2.2を接続するため
の各4続具の蓋体の下面に上記孔内に進入自在な突杆を
形成し、排水枠体の組立て時に各主枠材2.2の主部3
の両端部上面の孔にそれぞれ突杆を挿入している。
(Structure of the present invention) The collapse-preventing non-drainage frame on an inclined surface of the present invention is arranged in a diagonal lattice shape in the drainage frame according to the previous invention which is constructed and operated as described in 5 above. Holes are bored on the upper surface of both ends of the main part 3 of the main frame material 2, and a protrusion that can freely enter into the hole is provided on the lower surface of the lid of each of the four connectors for connecting a large number of main frame materials 2.2. The main part 3 of each main frame member 2.2 forms a rod and is used when assembling the drainage frame.
A protrusion rod is inserted into the hole on the upper surface of both ends.

即ち、主枠材2の両端部は、第26図に示すように主部
3の上面の立壁4が切除されており、代りに主部3の上
面に孔65が穿設されている。一方、このような主枠材
2の端部を接続する接続具の蓋体の下面には、第27〜
29図に示すように(図示の例は第一接続具6用の蓋体
13)、この接続具に接続すべき主枠材と同数(図示の
第一接続具用蓋体の場合4個)の突杆66.66が形成
されている。この突杆66.66を形成する位置は、接
続具の主部に蓋体を被せた場合に、この主部の挿入部の
上方に位置する部分とし、主部に蓋体を被着した場合に
、各突杆66.66が各挿入部に挿入された主枠材の主
部3の端部上面の孔65に進入するようにする。このよ
うな突杆66と孔65との係合は、第一接続具6だけで
なく、第二、第三、第六の各接続具7.8.11に於い
ても行なう。又、必要があれば排水枠体28の上辺部に
設ける第四、第五接続具9、lOにも適当な蓋体を被着
して主枠材の端部の孔と係合させる。
That is, at both ends of the main frame member 2, as shown in FIG. 26, the vertical walls 4 on the upper surface of the main portion 3 are cut off, and holes 65 are formed in the upper surface of the main portion 3 instead. On the other hand, on the lower surface of the lid of the connector that connects the ends of the main frame material 2, there are 27th to
As shown in Figure 29 (the illustrated example is the lid 13 for the first connector 6), the number of main frame members to be connected to this connector is the same (four in the case of the illustrated lid for the first connector). A protrusion 66.66 is formed. The position where this protrusion 66.66 is formed is the part located above the insertion part of the main part when the lid is placed on the main part of the connector, and when the lid is placed on the main part. Then, each of the protruding rods 66,66 enters the hole 65 in the upper surface of the end of the main part 3 of the main frame member inserted into each insertion part. Such engagement between the protrusion 66 and the hole 65 is performed not only in the first connector 6 but also in the second, third, and sixth connectors 7.8.11. Further, if necessary, the fourth and fifth connectors 9 and 10 provided on the upper side of the drain frame 28 are also covered with suitable lids and engaged with the holes in the ends of the main frame member.

このように、主枠材の端部を、孔と突杆とのIK合によ
り各接続具の蓋体に結合するため、主枠材2の」二方側
面に士の重量による荷重が加わった場合でも、この主枠
材2が円弧状に撓むことがなく、主枠材2の端部が接続
具の挿入部から抜は出すことを有効に防市できる。
In this way, in order to connect the ends of the main frame material to the lids of the respective connectors by IK coupling between the holes and the protrusions, a load due to the weight of the two sides of the main frame material 2 was applied. Even in such a case, the main frame member 2 does not bend in an arc shape, and the end of the main frame member 2 can be effectively prevented from being pulled out from the insertion portion of the connector.

(本発明の効果) 本発明の傾斜面に於ける崩れ1にめ無排水枠体は以」二
に述べた通り構成されるため、傾斜面内に溜まる水分を
効率良く排出できて崩れ止め効果が大きく、しかも枠体
が傾斜面に露出することが少ないため傾斜面に苧が生え
た後は不自然とならす美観上筋れている先発明の効果に
合せて、主枠材が接続具から抜は出すことがなく、排水
枠体の耐久性、信頼性が向上する。
(Effects of the present invention) The non-drainage frame for preventing collapse on sloped surfaces of the present invention is constructed as described in 2 below, so moisture accumulated within the sloped surfaces can be efficiently discharged and the collapse prevention effect is achieved. is large, and the frame body is rarely exposed on the slope, so when moss grows on the slope it looks unnatural and lines.In line with the effect of the previous invention, the main frame material is separated from the connector. There is no need to pull out the drain, improving the durability and reliability of the drainage frame.

【図面の簡単な説明】 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
〜29図は本発明の実施例を示しており、第26図主枠
材端部の傾斜図、第27図は接続具の蓋体の平面図、第
28図は同じく底面図、第29図は第27図の矢印C方
向から見た斜視図である。 l・部材、2:主枠材、3:主部、4:立壁、5:隔壁
、6二第−J*続具、7:第二接続具、8:第三接続具
、9:第四接続具、10:第五接続共、11: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、2に角柱、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 : Jlif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、55:主部、56:蓋体、57:円管部、58
:挿入部、59;捕水部、65:孔、66:突杆。 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1図 第2図 A′ 第5図 第8図 第9図 9 第1さ図 第4図 第19図 第20図 5!S 第23図 第25図 く6 第26図 第2B図 、(’、 elle) 第27図 第2q図 6
[BRIEF DESCRIPTION OF THE DRAWINGS] 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 prior invention; The figure is a side view of the main frame material, Figure 4 is a sectional view taken along line A-A in Figure 3, and Figure 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 a plan view of the same, Fig. 8 is a side view of the same, Fig. 9 is a bottom view of the same, and Fig. 10 is a cover 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
29 shows an embodiment of the present invention, FIG. 26 is an inclined view of the end of the main frame, FIG. 27 is a plan view of the lid of the connector, FIG. 28 is a bottom view, and FIG. 27 is a perspective view seen from the direction of arrow C in FIG. 27. L/member, 2: Main frame material, 3: Main part, 4: Vertical wall, 5: Partition wall, 62nd-J* fitting, 7: Second connecting fitting, 8: Third connecting fitting, 9: Fourth Connector, 10: Fifth connection, 11: Sixth connector, 12: Main part, 13: Lid, 14/Substrate, 15: Circular tube part, 16.17.18: Vertical wall, 19: Insertion part, 20: Standing wall, 2 square column, 22: Substrate, 23.24.25: Hanging wall, 26: 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, 37: Second insertion part,
38.39: Projection, 40 Ni spacer, 41.42: Standing column, 43: Projection, 44: Jlif plate section, 45: U groove section, 46: Circular pipe section, 47.48.49: Hanging wall, 50: Substrate , 51: Standing wall, 52: Cover piece, 53: Support column, 54: End opening, 55: Main part, 56: Lid body, 57: Circular tube part, 58
: insertion part, 59; water catching part, 65: hole, 66: protrusion. Patent applicant Pioneer Sangyo Co., Ltd. Agent Kinzo Koyama (and 1 other person) Figure 1 Figure 2 A' Figure 5 Figure 8 Figure 9 Figure 1 Figure 4 Figure 19 Figure 20 Figure 5! S Fig. 23 Fig. 25 Fig. 6 Fig. 26 Fig. 2B, (', elle) Fig. 27 Fig. 2q Fig. 6

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端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11二め無排水枠体であって、上記
各接続共は、主部とこの主部に被着する蓋体との間で前
記に枠材の主部の端部を保持する構造とし、上記蓋体の
下面で主枠材の挿入部に対向する部分には突杆を設け、
この突杆と上記主枠材の主部の端部上面に穿設した孔と
を嵌合させた傾斜面に於ける崩れ11二め無排水枠体。
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 lower end of the main frame member at the lowermost end is connected to the bottom of the main frame, which has an opening to discharge moisture flowing down inside the main frame to the outside of the slope. Each of the above connections has a structure in which the end of the main part of the frame material is held between the main part and the lid attached to the main part, and the lower surface of the lid is attached to the main frame. A protrusion is provided on the part facing the insertion part of the material,
Collapse 11 on the slope where this projecting rod and the hole bored in the upper surface of the end of the main part of the main frame material are fitted together 11. Second drainless frame body.
JP13755883A 1983-07-29 1983-07-29 Degradation-preventive and draining frame for slope Granted JPS6030724A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13755883A JPS6030724A (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
JP13755883A JPS6030724A (en) 1983-07-29 1983-07-29 Degradation-preventive and draining frame for slope

Publications (2)

Publication Number Publication Date
JPS6030724A true JPS6030724A (en) 1985-02-16
JPH044413B2 JPH044413B2 (en) 1992-01-28

Family

ID=15201522

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13755883A Granted JPS6030724A (en) 1983-07-29 1983-07-29 Degradation-preventive and draining frame for slope

Country Status (1)

Country Link
JP (1) JPS6030724A (en)

Also Published As

Publication number Publication date
JPH044413B2 (en) 1992-01-28

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