JPS58195628A - Degradation-preventive drain frame for slope - Google Patents

Degradation-preventive drain frame for slope

Info

Publication number
JPS58195628A
JPS58195628A JP7750582A JP7750582A JPS58195628A JP S58195628 A JPS58195628 A JP S58195628A JP 7750582 A JP7750582 A JP 7750582A JP 7750582 A JP7750582 A JP 7750582A JP S58195628 A JPS58195628 A JP S58195628A
Authority
JP
Japan
Prior art keywords
main
connector
slope
main frame
connectors
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.)
Pending
Application number
JP7750582A
Other languages
Japanese (ja)
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 JP7750582A priority Critical patent/JPS58195628A/en
Publication of JPS58195628A publication Critical patent/JPS58195628A/en
Pending 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 prevent the degradation of a slope by a method in which main frames having a vertical wall are connected in a slant lattice form to the upside of the main part with a rectangular cross section by the first connector and the main frame at the lowermost end is connected with the second connector with an opening for draining to promote the draining work. CONSTITUTION:Main frames 2 are laid between first connectors 6 fixed to a slope by turning its water arresting part upwards. Also, the second-fourth connectors 7-9 are fixed to the lower, left and right, and upper sides of a drain frame 28, the ends of the main frames 2 are penetrated into the ground, and the frame 28 is buried by covering it with soil until the upper end of the vertical wall 4 of the main frames 2 is leveled with the ground surface. Water present in the surface layer of the slope flows down along the upside of the main frame 2, goes into the entrance paths of the first-third connectors 6-8, and further goes down inside the main part 3 of the other main frame 2. The arrested water is collected in the main part 3 and discharged from the opening of the second connector 7 at the lowermost end to the outside of the slope.

Description

【発明の詳細な説明】 この発明は、鉄道や道路等の切通しや子地造成地等に多
く見られる傾斜面の崩れ止め兼排水枠体に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a frame body that serves to prevent collapse of sloped surfaces and drains, which are often found in cut-outs for railways, roads, etc., and in sub-site development sites.

切通し等に見られる傾斜面!′才、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。
Sloped surfaces seen in cutouts, etc.! After construction, it is common practice to cover the surface with grass or the like to protect it from collapsing due to rain, etc. At the same time, a framework is installed on the surface of the slope to protect the slope until the grass or the like grows and to function as a reinforcing frame even after the grass grows.

このよう々枠組は、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。
In this way, the framework is made of, for example, synthetic resin or metal.
A member 1.1 with a road-shaped 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℃ゝ0 本発明の傾斜面罠於ける崩れ止め兼排水枠体は以上のよ
うな従来工法の次点を解消したものである。     
    □ 以下、実施例を示す図面により本発明を説明する。
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 (second
Part a) is fixed to the slope □ using wooden stakes, U-shaped metal rods, etc., but the intersection is where rainwater that falls on the slope is most likely to accumulate as it is guided by the framework. Therefore, the wooden stakes, U-shaped metal rods, etc. mentioned above are susceptible to corrosion, 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. turn into. Furthermore, since the framework is visible on the ground surface, grass, etc. can be left on the slope.
``Even when the grass grows, it grows avoiding the framework, and the existence of the framework can be seen when viewed from a distance, making the slope look artificial, and under special conditions such as natural parks. The collapse prevention/drainage frame of the slope trap of the present invention solves the above problems of the conventional construction method.
□ Hereinafter, the present invention will be explained with reference to drawings showing examples.

第3〜4図は本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。
Figures 3 and 4 show the main frame material 2 used in the frame of the present invention to prevent sloped surfaces from collapsing and to drain moisture from the surface layer of the surfaces. 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.

このように形成される主枠材2は、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
結合されて傾斜面の表層部に立壁4の上面が地表面とほ
ぼ一致する様に埋設される。陣門後傾斜面内に溜まった
水分は、主枠材2.2の上側面(傾斜面の上側に位置す
る(14 側面。)に黒白されて各主枠材2.2の接続部1 に向けて流i゛、この接続部から主部3内に流入1 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(3) 他、周囲の土中に含まれる水分を内側に採り入わる捕水
機能を併せ持っている。
As shown in FIG. 5, the main frame member 2 formed in this way is connected in large numbers in a diagonal lattice shape by the first to sixth connectors 6 to 11, and is connected to the upper surface of the vertical wall 4 on the surface layer of the inclined surface. It will be buried so that it is almost flush with the ground surface. Moisture that has accumulated in the slope behind the gate is drained onto the upper side of the main frame members 2.2 (located above the slope (14 side)) and directed toward the connection part 1 of each main frame member 2.2. The flow 1 flows into the main part 3 from this connection part, flows inside this main part 3, and is discharged outside the slope. In addition to the function (3) of connecting the main parts 3 and 3 of the main frame members 2 and 2, the connectors installed in places where moisture collects have the function of capturing moisture contained in the surrounding soil. It has both.

次に、各接続具の構造と作用とについて説明する。Next, the structure and function of each connector will be explained.

まず、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ど第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(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の間を上記用(4) 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、】8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。
First, the first connector 6 that connects the main frame members 2.2 disposed diagonally in an X-shape is shown in FIGS. It consists of a lid body 13 like this. 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, 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 standing walls 16 and 17 is as above (4). Further, third standing walls 18.18 parallel to the second standing walls 17.17 are formed on both left and right sides of the upper part of the substrate 14,
An insertion portion 19.19 for inserting the main portion 3 is also provided between the second and third compatible walls. Further, between the left and right third standing walls 18, ]8, a plurality of square columns 21.21 are formed symmetrically with respect to the standing wall 20 at the center of the upper edge. A curved flow path is provided.

一方、このような主部12に被着する蓋体13は、第1
0〜12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の上部中央の立壁20の下側縁罠当接し
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。
On the other hand, the lid body 13 attached to such a main part 12 is
As shown in FIGS. 0 to 12, first to third hanging walls 23 and 24 are provided at the upper, lower, left, and right edges of the substrate 22 with spaces between them.
.. 25 is formed. Each hanging wall 23.24.25 is
It fits over the upper end of the vertical wall 16.17.18 of the main part 12, and is formed lower than the vertical wall 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. The support 27 on the lower surface aligns with the vertical wall 4.4 on the upper surface of the upper frame member 2 and serves to connect this vertical wall 4.4, and the upper surface of the support 27 serves as a lower edge trap of the vertical wall 20 on the upper center of the main part 12. This prevents the vertical wall 20 from bending due to earth pressure and blocking the curved flow path provided in the upper part of the main part 12 when the first connector 6 is buried underground. 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. In order to connect the end of this main frame material 2 to the main part 12
Insert it into the four insertion parts 19 and 19 of the lid body 13 from above.
Just cover it.

次に、第5図に示すように多数の主枠材2、・1・j 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:台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について説明する
。この第二接続と、第15〜16図に示すような蓋体3
0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3
4.34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。
Next, as shown in FIG. 5, a main frame horizontally arranged to constitute the lower side of the drainage frame 28 is formed by connecting a large number of main frame members 2, 1, 2 in a diagonal grid pattern. The main frame arranged at an angle with the material 2.2: the part that connects the lower end of the base 2.2 (the fifth
The second connector 7 used in section C in the figure will be explained. This second connection and the lid 3 as shown in FIGS.
0 and is configured as shown in FIGS. 17 and 18. The main part 29 is formed symmetrically as shown in FIG. 13, and has a main frame horizontally disposed between vertical walls 32 and 33 formed in parallel with each other at intervals in the horizontal direction on the upper surface of the substrate 31. First insertion part 3 for inserting the end of material 2.2
4.34 is inclined by 45 degrees with respect to the standing walls 32.33, and the main frame member 2 is arranged in an inclined direction between the standing walls 35.36 formed parallel to each other and spaced apart on the upper surface of the substrate 31.
.. A second insertion part 37,37 is provided for inserting the lower end of the second part.

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C
位置を違えそ突条38.39を・tltl  、・ 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が共lをゴー115〜lq凶
VL小うよすμ土m)乙コ(7) 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1−1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。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
A small amount of carbon is applied to the opposing side surfaces of a horizontal vertical wall 32 and an inclined vertical wall 35 formed adjacent to the upper surface of the substrate 31.
Projections 38 and 39 are formed at different positions to form a curved flow path between the compatible walls 32 and 35. Reference numeral 40 denotes a spacer inserted between the compatible walls 32.35, which prevents the vertical walls 32.35 from moving both sides. 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. 43 to form a curved flow path. Furthermore, the standing wall closest to the bottom 33.33
A weir plate part 44.44 that does not reach the opposing standing wall 32.32 is formed on the upper side of the end near the center of 1-1.A U-groove part 45 is extended downward from between this art platform plate part 44.44. It is set up as follows. The bottom surface of this U-groove portion 45 is inclined upwardly with respect to the top surface of the substrate 31. At the center of the substrate 31, a circular tube portion 46 is formed which vertically passes through the substrate 31, similar to the main portion 12 of the first connector 6 described above.

一方、この主部29に被着する蓋体30は、第15〜1
6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撓もことによって上記屈曲した流路
が塞がれる(8) 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。
On the other hand, the lid body 30 attached to the main portion 29 has the 15th to 1st
As shown in Figure 6, each vertical wall 32, 33, 35 of the main part 29
.. The base flexure having a hanging wall 47, 48, 49 formed on the end edge that fits over the upper edge of 36 is also connected to a second connecting device consisting of (8), thereby blocking the bent flow path. A standing wall 51 is formed that matches the standing wall 4.4 on the upper surface of the main frame member 2.2. 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 on the lower end edge of the lower hanging wall 47 .

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s29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。
Further, a column 53 is formed at the center of the lower surface of the substrate 50 to abut against the lower surface of the upper end of the column 41 at the center of the upper' side edge of the main portion 29 to prevent the column 41 from being deformed. The second connector 7 consisting of the main body s29 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, It is sufficient to simply insert the ends of the frame member 2.2 into the four insertion portions 34, 37 of the main portion 29 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と全く同じる。m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9
0度回転させた状態で使用すれば第5図の0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を流下して
来る水分は堰板部44のためU溝部45内に流れ込りこ
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21〜20図に示す様な蓋体56□・1′
□1 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 fitting 8.8 is exactly the same as the second fitting 7 described above. If the second connector 7 is rotated 90 degrees clockwise from the orientation shown in FIG.
If used in a state rotated by 0 degrees, it can be used as a connector for the 0 portion 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 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 19th to 20th
As shown in the figure,' the main part 55 has a lid body 56□・1' as shown in FIGS. 21 to 20.
□1 can also be attached to form the third connector 8.

次に、第5図のf部分のように、排水枠体28の上端部
の主枠材2.2の上端部同士を接続する第四枠材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.
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 on the upper surface of the circular tube portion 57 in a substantially perpendicular direction. 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, the fifth connector 10 used at both upper corners of FIG. The configuration is similar to that of 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□。Next, a large number of main frame members □ configured as described above.

2.2と第二:〜第六接続具6〜11とを接合し・・置 て第5図に、、@’f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(11) 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4
6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は後述するように排水枠体28全体を傾斜面
に埋設した場合に、       −辷邊治±コ直接傾
斜面外に出すか、或はこの開口54に別の管の端部を接
続し、この管を通して第二接続具7に送られて来た水を
傾斜面外に排出するようにする。更に、排水枠体28の
左右両側辺部には第三接続具8を同様に杭によって固定
し、主枠材2の端部を挿入する。また、排水枠材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、排水枠材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(12) 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。この際第−〜
第三の接続具に設けた捕水部(角柱等から成る屈曲した
流路、或は網。)の周囲には砕石を投入してこの捕水部
を構成する通水路が詰らないよ?にする。
2.2 and the second:~sixth connectors 6 to 11 are joined... In order to construct the drainage frame 28 as shown in Fig. One connector 6.6 is connected to the water catching part of the main part 12 (the part of the curved flow path made up of the prisms 21 and 21).
The main frame member 2. is positioned above the inclined surface and fixed by a stake (11) that penetrates the circular pipe portion 15 of the main portion 12, and the main frame member 2.
Kake hands 2. In addition, a thirteenth
Similarly, the second connector 7 as shown in Fig. 18 is attached to the circular pipe part 4.
6, and the first and second insertion portions 34
.. Insert the end of the main frame material 2 into 37. This second connector 7
As will be described later, when the entire drainage frame 28 is buried on an inclined surface, the opening 54 can be directly brought out of the inclined surface, or the end of another pipe can be connected to this opening 54. The water sent to the second connector 7 through this pipe is discharged to the outside of 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. Further, a fourth connector 9 is fixed to the upper side of the drainage frame member 28 with a stake to lock the upper end of the main frame member 2. Furthermore, the four corners of the drainage frame material 28 can be connected to the fifth and sixth connectors 10.11 as described above, or the connectors can be connected as shown in (12), and the drainage frame can be attached to the upper surface of the slope. Once the body 28 is fixed, soil is further placed on top of the drainage frame 28 until the upper end surface 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 a sloped surface. Bury it in the surface layer. At this time,
Is it possible to put crushed stone around the water catchment part (a curved channel made of square pillars, etc., or a net) provided in the third connector to prevent the water passageway that makes up this water catchment part from becoming clogged? Make it.

次に、以上に述べた様な各構成部品を接合し、傾斜面の
表層部に埋設された本発明の傾斜面に於ける崩れ止め兼
排水枠体の作用について説明する。
Next, a description will be given of the function of the collapse prevention/drainage frame on an inclined surface according to the present invention, in which the above-mentioned components are joined and buried in the surface layer of the inclined surface.

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(各接続具の
成することもできる。)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。
Among the moisture contained in the ground, the moisture present in the surface layer of the slope flows down along the upper surface of the main frame member 2 and reaches the connecting portion of the main frame member 2.2. As mentioned above, the first to third connectors 6 to 8 that connect this main frame member 2.2 are curved channels (each connector may also be formed into ), the moisture flowing down the upper surface of the main frame material 2 as described above enters into the first to third connectors 6 to 8, and further flows into the main part 3 of another main frame material 2. , and further flows down the inside of this main frame material 2 . The collection of this moisture is achieved by a large number of connectors 6 that make up the drainage frame 28.
.. The collected moisture is collected in the main part 3 of the main frame member 2 and is discharged from the opening 54 of the second connector 7 at the bottom to the outside of the inclined surface.

本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セ併せて
崩れ市め”1、 の効果が大きい。また、傾斜面の表面に顕れる。。4.
あい□□よ□ム°(よ。、。エア面だけであるため、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。
The anti-collapse/drainage frame for sloped surfaces of the present 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 member 2
.. In addition to partitioning the surface layer into a diagonal lattice pattern by 2, the effect of "collapse market" 1 is large.It also appears on the surface of an inclined surface.4.
Ai□□yo□mu°(yo.,. Since it is only an air surface, after grass grows on the slope, the existence of the drainage frame will not be known,
It has various excellent effects such as not damaging the beauty of natural parks etc.

【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図以下は本発明の実施例を示
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、′1: の側面図、第118図は第17図の左下方から見k 7
 s ’@ 1.9 Z!A’、、□、・・221C−
1i[#!A、IIJW!、!=〜 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(15) 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断面図である。 2:主枠材、3:主部、4:立壁、6:第一接続具、7
:第二接続具、8:第三接続具、9:第四接続具、lO
:第五接続具、11:第六接続具、12:主部、13:
蓋体、19:挿入部、20:立壁、28=排水枠体、2
9:主部、30:蓋体、34:第一挿入部、37:第二
挿入部、45:U溝部、54:開口、55:主部、56
:蓋体、58:挿入部。 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) (16)
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 present invention, and Fig. 3 is a side view of the main frame material. Figure 4 is a sectional view taken along line A-A in Figure 3, Figure 5 is a schematic plan view of the completed drainage frame,
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,
Figure 14 is a side view of the same, Figure 15 is a plan view of the lid of the second connector, Figure 16 is a side view of the same, Figure 17 is a side view of the assembled second connector; Figure 118 is viewed from the lower left of Figure 17.
s'@1.9 Z! A',,□,...221C-
1i[#! A.IIJW! ,! Figure 19 is a plan view of the main body, Figure 20 is a side view of the body, Figure 21 is a plan view of the lid, and Figure 22 is a side view of the body. 23 (15) The figure is a plan view of the fourth connector, Figure 24 is a bottom view of the same, and Figure 25 is a top view of the fourth connector.
The figure is a sectional view taken along line BB in FIG. 23. 2: Main frame material, 3: Main part, 4: Standing wall, 6: First connector, 7
:Second connector, 8:Third connector, 9:Fourth connector, lO
: Fifth connector, 11: Sixth connector, 12: Main part, 13:
Lid body, 19: insertion part, 20: standing wall, 28 = drainage frame body, 2
9: Main part, 30: Lid body, 34: First insertion part, 37: Second insertion part, 45: U groove part, 54: Opening, 55: Main part, 56
: Lid body, 58: Insertion part. Patent applicant: Pioneer Sangyo Co., Ltd.
Kinzo Koyama (and 1 other person) (16)

Claims (1)

【特許請求の範囲】[Claims] 矩形断面を有する主部(3)の上面に立壁(4)を有す
る一定長さの主枠材(2)を多数第一接続具(6)で斜
格子状に接続し、この第一接続具(6)は圭枠材(2)
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(2)(2)の下端に接続した第二接続具
(7)はこの主枠材(2>(2)内を流下した水分を傾
斜面外に排出する開口(54)を有する傾斜面に於ける
崩れ止め兼排水枠体。
A large number of main frame members (2) of a certain length having vertical walls (4) are connected to the upper surface of the main part (3) having a rectangular cross section in a diagonal lattice shape using first connectors (6). (6) is Kei frame material (2)
The second connector (7) connected to the lower end of the main frame material (2) (2) has a channel for introducing moisture flowing down the side surface of the main frame material (2>(2) 2) An anti-collapse/drainage frame for a sloped surface having an opening (54) for discharging moisture flowing down the inside to the outside of the sloped surface.
JP7750582A 1982-05-11 1982-05-11 Degradation-preventive drain frame for slope Pending JPS58195628A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7750582A JPS58195628A (en) 1982-05-11 1982-05-11 Degradation-preventive drain frame for slope

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7750582A JPS58195628A (en) 1982-05-11 1982-05-11 Degradation-preventive drain frame for slope

Publications (1)

Publication Number Publication Date
JPS58195628A true JPS58195628A (en) 1983-11-14

Family

ID=13635819

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7750582A Pending JPS58195628A (en) 1982-05-11 1982-05-11 Degradation-preventive drain frame for slope

Country Status (1)

Country Link
JP (1) JPS58195628A (en)

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