JPH044413B2 - - Google Patents
Info
- Publication number
- JPH044413B2 JPH044413B2 JP13755883A JP13755883A JPH044413B2 JP H044413 B2 JPH044413 B2 JP H044413B2 JP 13755883 A JP13755883 A JP 13755883A JP 13755883 A JP13755883 A JP 13755883A JP H044413 B2 JPH044413 B2 JP H044413B2
- Authority
- JP
- Japan
- Prior art keywords
- main frame
- main
- connector
- main part
- slope
- 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
Links
- 239000000463 material Substances 0.000 claims description 34
- 238000003780 insertion Methods 0.000 claims description 20
- 230000037431 insertion Effects 0.000 claims description 20
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 9
- 239000000758 substrate Substances 0.000 description 14
- 244000025254 Cannabis sativa Species 0.000 description 7
- 230000002265 prevention Effects 0.000 description 7
- 239000002344 surface layer Substances 0.000 description 7
- 230000000694 effects Effects 0.000 description 5
- 238000005192 partition Methods 0.000 description 4
- 239000002689 soil Substances 0.000 description 4
- 239000002184 metal Substances 0.000 description 3
- 125000006850 spacer group Chemical group 0.000 description 2
- 229920003002 synthetic resin Polymers 0.000 description 2
- 239000000057 synthetic resin Substances 0.000 description 2
- 230000003796 beauty Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Retaining Walls (AREA)
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
の改良に関する。DETAILED DESCRIPTION OF THE INVENTION (Technical Field) The present invention relates to an improvement in a framework for preventing collapse and drainage of sloped surfaces, which are often found in cut-outs for railways, roads, etc., and in residential development sites.
(背景技術)
切通し等に見られる傾斜面は、造成後降雨等に
より崩壊するのを防止するために、表面を芝生等
で覆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
が覆われているため、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 ground surface is covered with the framework, even if grass grows on the 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(特願昭57−77505号)(特開昭58−195628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 collapse prevention/drainage frame for sloped surfaces having an opening for discharging water to the outside of the sloped surface (Japanese Patent Application No. 77505/1983) (Japanese Patent Application No. 195628/1983).
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1
6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 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 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 mountain-shaped vertical wall 1 is formed on the lower edge of the substrate 14 (the top and bottom are according to FIG. 7).
6, and a second standing wall 1 with the same chevron shape on both the left and right sides.
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. The main frame member 2 shown in FIGS.
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図に示すように主部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の下端部に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
の上面に隣接して形成した水平方向の立壁32と
傾斜方向の立壁35とのそれぞれ対向する側面に
は少し位置を違えて突条38,39を形成し、両
立壁32,35の間に屈曲する流路を形成してい
る。40は両立壁32,35の間に挿入したスペ
ーサで、この立壁32,35が撓むことによつて
上記の屈曲した流路が塞がれるのを防止してい
る。また、最も上部中央寄りに形成した立壁3
6,36の間には複数の立柱41,2が形成され
ており、この立柱41,42と上記立壁36,3
6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41の
変形を防止する支柱53が形成されている。この
ように形成された主部29と蓋体30とから成る
第二接続具7は、第17〜18図に示すように組
付けられるが、主枠材2,2を接続するには、こ
の主枠材2,2の端部を主部29の4個所の挿入
部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) is connected to the 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 On the upper surface, second insertion parts 37, 37 are provided for insertion into the lower ends of the main frame members 2, 2, which are arranged in an inclined direction between vertical walls 35, 36 formed parallel to each other and spaced apart. Each is provided. Board 31
Protrusions 38 and 39 are formed at slightly different positions on the opposite sides of the horizontal standing wall 32 and the inclined standing wall 35 formed adjacent to the upper surface, and a bent line is formed between the compatible walls 32 and 35. It forms a flow path. A spacer 40 is inserted between the compatible walls 32 and 35, and prevents the above-mentioned curved flow path from being blocked by bending of the vertical walls 32 and 35. In addition, the standing wall 3 formed near the top center
A plurality of standing pillars 41, 2 are formed between 6, 36, and these standing pillars 41, 42 and the above-mentioned standing walls 36, 3
A curved flow path is formed between the protrusions 43, 43 formed on the upper side of the tube 6. Furthermore, a weir plate portion 44, which does not reach the opposing vertical walls 32, 32, is provided on the upper side of the center-side end of the vertical walls 33, 33 closest to the bottom.
44, and a U-groove portion 45 is provided 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. 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. On the other hand, a lid body 30 attached to this main part 29
As shown in FIGS. 15 and 16, the substrate 50 has hanging walls 47, 48, 49 formed on the edge thereof to fit over the upper edge of each vertical wall 32, 33, 35, 36 of the main portion 29. A vertical wall 51 is formed on the top surface, which aligns with the vertical walls 4, 4 on the top surfaces of the main frame members 2, 2, which are connected to the second connector consisting of the lid 30 and the main portion 29. Furthermore, a cover piece 52 having an arc-shaped cross section and covering the upper side of the U-groove portion 45 of the main portion 29 is formed at the lower end edge of the lower hanging wall 47 . Further, a 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 edge of the main portion 29 to prevent the column 41 from being deformed. The second connector 7 consisting of the main part 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, All that is required is 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. 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
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の補水部(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 replenishment part 2 (the part of the curved channel consisting of the square pillars 21, 21) is positioned above the slope and fixed with a stake that penetrates the circular pipe part 15 of the main part 12. The main frame members 2, 2 are spanned 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 brought out directly to the outside of the slope, or the end of another pipe can be connected to this opening 54, and the water sent to the second connector 7 through this pipe can be drained. 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
枠材2の内側を更に下方に流下する。この水分の
捕集は排水枠体28を構成する多数の接続具6,
7,8毎に行なわれ、捕集された水分は主枠材2
の主部3内に集められて最下の第二接続具7の開
口54から傾斜面外に排出される。 When the collapse 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 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 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を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、次
に述べるような不都合を生じる。 The anti-collapse/drainage frame for sloped surfaces according to the previous invention is configured and operates as described above, so that moisture accumulated within the sloped surface due to rainfall can be efficiently drained, and the main frame material 2, 2, which partitions the surface layer into a diagonal lattice pattern, has a great effect in preventing collapse, and what is visible on the surface of the slope is the upper end surface of the vertical wall between the narrow main frame material and each connector. Because of this, 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. This will cause the following 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
水枠体を傾斜面に埋設した場合に、上記主部3の
上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
挿入部から抜け出してしまう。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
も行なえなくなつてしまう。 That is, the main frame material 2 constituting the drainage frame body is made of synthetic resin, and since both ends of the main part 3 of this main frame material 2 are simply inserted and connected to the insertion parts of the respective connectors, the drainage frame body When the main frame material 2 is buried in an inclined surface and a load of soil covering is applied to the upper side surface of the main part 3, the entire main frame material 2 is bent in an arc shape, and both ends of the main part 3 are separated from the insertion part of each connector. It slips out. If the end of the main frame member 2 comes off 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つた場合でもこの
主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兼排水枠体を提供することを
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 collapse prevention/drainage frame on an inclined surface in which the main frame does not bend and come off from a connector even when a load is applied to the upper side surface of the main frame.
(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
は、上述したように構成され作用する先発明に係
る排水枠体に於いて、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接続具の蓋体の
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 prevention/drainage frame on an inclined surface of the present invention is the same as that of the drain frame of the previous invention which is configured and operated as described above. Holes are bored on the upper surface of both ends of the main part 3 of the frame material 2, and a protruding rod that can freely enter into the hole is provided on the lower surface of the lid of each connector for connecting a large number of main frame materials 2, 2. When assembling the drainage frame, projecting rods are inserted into holes in the upper surfaces of both ends of the main portion 3 of each main frame member 2, 2.
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6
5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9,10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, as shown in FIGS. 27 to 29 (the illustrated example is the lid 13 for the first connector 6). , the same number of protrusions 66, 66 as the main frame members to be connected to this connector (four in the case of the illustrated first connector lid) are formed. The positions where these protruding rods 66, 66 are formed are 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. , the holes 6 on the upper surface of the end of the main part 3 of the main frame material into which the respective projecting rods 66, 66 are inserted into the respective insertion parts.
5. Such engagement between the protrusion 66 and the hole 65 is performed not only in the first connector 6 but also in each of the second, third, and sixth connectors 7, 8, and 11. Further, if necessary, suitable lids are attached to the fourth and fifth connectors 9 and 10 provided on the upper side of the drain frame 28 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、孔と突杆との嵌
合により各接続具の蓋体に結合するため、主枠材
2の上方側面に土の重量による荷重が加わつた場
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け出
すことを有効に防止できる。 In this way, the ends of the main frame material are connected to the lids of each connector by fitting the holes and the protrusions, so even if a load due to the weight of soil is applied to the upper side of the main frame material 2, This main frame member 2 does not bend in an arcuate shape, and the end of the main frame member 2 can be effectively prevented from slipping out of 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止め兼排水枠体は
以上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
いため傾斜面に草が生えた後は不自然とならず美
観上勝れている先発明の効果に合せて、主枠材が
接続具から抜け出すことがなく、排水枠体の耐久
性、信頼性が向上する。(Effects of the present invention) Since the collapse prevention/drainage frame for sloped surfaces of the present invention is configured as described above, moisture accumulated within the slope can be efficiently discharged, and the collapse prevention effect is large. Since the frame body is rarely exposed on the slope, it does not look unnatural after grass grows on the slope and is aesthetically superior.In line with the effect of the previous invention, the main frame material does not slip out from the connector. , the durability and reliability of the drainage frame are improved.
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
二接続具を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26〜29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。
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、65:孔、66:突杆。
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 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 the line B-B in FIG. 23, FIGS. 26 to 29 show embodiments of the present invention, FIG. 26 is an inclined view of the end of the main frame material, and FIG. The figure is a top view of the lid of the connector, and Figure 28 is a bottom view.
FIG. 29 is a perspective view seen from the direction of arrow C in FIG. 27. 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, 65: Hole, 66: Projection rod.
Claims (1)
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であつて、上記各接続具
は、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
れ止め兼排水枠体。1 Main frame members of a certain length with vertical walls on the upper surface of the main part with a rectangular cross section are connected in a diagonal lattice shape using multiple connectors, and these connectors introduce moisture flowing down the sides of the main frame members to the inside. The connecting tool, which has a flow path and is connected to the lower end of the main frame material at the lowest end, serves as a collapse-preventing and draining frame body on the slope surface that has an opening to drain the water that has flowed down inside the main frame material to the outside of the slope surface. Each of the above-mentioned connectors has a structure in which the end of the main part of the main frame material is held between the main part and a lid attached to the main part, and the lower surface of the lid holds the end of the main part of the main frame. A protrusion is provided on the part facing the insertion part of the material, and this protrusion is fitted with a hole drilled in the upper surface of the end of the main part of the main frame material to prevent collapse and drain water on the slope. frame body.
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 JPS6030724A (en) | 1985-02-16 |
| JPH044413B2 true 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) |
-
1983
- 1983-07-29 JP JP13755883A patent/JPS6030724A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6030724A (en) | 1985-02-16 |
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