JPH0641902A - Unit roadbed constituting frame body - Google Patents
Unit roadbed constituting frame bodyInfo
- Publication number
- JPH0641902A JPH0641902A JP21462992A JP21462992A JPH0641902A JP H0641902 A JPH0641902 A JP H0641902A JP 21462992 A JP21462992 A JP 21462992A JP 21462992 A JP21462992 A JP 21462992A JP H0641902 A JPH0641902 A JP H0641902A
- Authority
- JP
- Japan
- Prior art keywords
- peripheral wall
- coupling
- frame body
- frame
- sides
- 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
Links
Landscapes
- Road Paving Structures (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】本発明は、一般道の歩道、公園内
の歩道その他の歩道を舗装するために用いる歩道板等の
単位路盤材であって、建築物の屋上等に配して遮熱用等
に用いることも可能な単位路盤材を構成するために使用
する単位路盤材構成用枠体に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a unit roadbed material such as a sidewalk board used for paving a sidewalk of a general road, a sidewalk in a park, or other sidewalks, which is placed on the roof of a building or the like and shielded. The present invention relates to a unit roadbed material constituting frame used to form a unit roadbed material that can be used for heat or the like.
【０００２】[0002]
【従来の技術】枠体を用いて木レンガその他の部材を保
持して舗装用に用いることとする技術は本発明者の提案
してきたところである。なかで、本発明に近いのは歩道
板構成用基枠（特願昭６２−２６０８８７号、特公平４
−１３４８２号）で、これは、「基枠本体に多数の有底
の区画を区分構成し、上記各区画を区分する区画壁に、
上端を開口可能に閉塞した多数の上下方向の通孔を連設
形成した歩道板構成用基枠」である。2. Description of the Related Art A technique of holding a wooden brick or other member by using a frame and using it for paving has been proposed by the present inventor. Among them, the one close to the present invention is a base frame for sidewalk board construction (Japanese Patent Application No. 62-260887, Japanese Patent Publication No. 4).
No. -13482), this is "a large number of bottomed compartments are sectioned on the base frame main body,
It is a side frame for forming a sidewalk board in which a large number of vertical through-holes whose upper ends are closed so that they can be opened are continuously formed.
【０００３】上記歩道板構成用基枠は、基枠を利用して
歩道板を構成する技術を初めて提案したものであり、こ
れにコンクリートを充填して歩道板を構成し、区画壁の
上端を削除することで区画壁中に形成した通孔を上下貫
通させ、透水孔として機能させることとしたものであ
る。これは長く透水性を失うことがなく優れたものであ
る。The sidewalk board base frame is the first to propose a technique for forming a sidewalk board using the base frame. Concrete is filled into the sidewalk board to form a sidewalk board, and the upper end of the partition wall is By removing it, the through hole formed in the partition wall is vertically penetrated to function as a water permeable hole. This is excellent because it does not lose water permeability for a long time.
【０００４】[0004]
【発明が解決しようとする課題】以上のように、上記の
技術は優れたものであるが、この技術で作られた歩道板
の連結については、隣接する二辺に突設した接続突部と
他の隣接する二辺に開口した接続凹部とを嵌合させる構
成を提案しているにとどまる。一般的にはこれで特に不
都合はないが、更に運搬上その他の取り扱いを良好にし
つつ隣接する相互の結合を確かにすることは望ましいこ
とであり、本発明ではこの点を発明の課題とし、これを
解決する単位路盤材構成用枠体を提供することを目的と
するものである。As described above, the above technique is excellent, but the connection of the sidewalk boards made by this technique is not limited to the connection protrusions provided on two adjacent sides. Only the structure in which the connection concave portions opened on the other two adjacent sides are fitted is proposed. In general, this is not particularly inconvenient, but it is desirable to make sure that the adjacent mutual connection is achieved while further improving the handling in transportation and the like. It is an object of the present invention to provide a frame body for constructing a unit roadbed material that solves the above problem.
【０００５】[0005]
【課題を解決するための手段】本発明の構成の要旨とす
るところは、透水孔を有する底板と、その四辺に周壁を
備えてなる枠体に於いて、上記枠体の両側辺に、各々そ
の中央部を凹ませた結合凹部を構成し、上記各結合凹部
の両隣位置に、相対的に側方に突出する側突部であっ
て、上記結合凹部をそれを有する辺に直交する中央線で
分割した形状に対応する形状の側突部を構成し、上記側
突部に結合孔を構成し、かつ前記結合凹部に、他の二個
の枠体の側突部を、該二個の枠体の該側突部を設けた辺
と直交する向きの隣接する他の辺を相互に当接させつ
つ、側方から係合させた場合に、当該の結合凹部に、該
二個の枠体の側突部の結合孔に嵌合することとなる結合
突片を構成した単位路盤材構成用枠体である。The gist of the structure of the present invention is that a bottom plate having a water-permeable hole and a frame body having peripheral walls on its four sides are provided on both sides of the frame body. A central line which forms a coupling recess having a recessed center portion, and which is a side protrusion that relatively protrudes laterally at positions adjacent to each of the coupling recesses and that is orthogonal to the side having the coupling recess. A side protrusion having a shape corresponding to the shape divided by, a coupling hole is formed in the side protrusion, and the side protrusions of the other two frame bodies are provided in the coupling recess. When the other side adjacent to the side of the frame in which the side projection is provided is adjacent to each other and engaged from the side, the two frames are formed in the coupling recess. It is a frame for unit roadbed material composition which comprises a connecting projection piece which will be fitted in a connecting hole of a side projection part of a body.
【０００６】この枠体は、以上のような構成であるか
ら、平面から見ると、両側が結合凹部により胴が細い概
ね鼓形若しくは八の字形ということができる。この枠体
の底板の下部には、縦横の中央部でクロスする十字溝及
び前記結合凹部を有する辺と直交する向きの二辺に沿う
半幅溝からなる雨水流通溝を構成するのが好ましい。こ
の雨水流通溝は、これを構成する十字溝及び半幅溝の両
者とも、枠体のそれぞれ対応する辺に開口し、結果とし
て全ての辺に開口することとなり、いずれかの開口部か
ら流入し、若しくは枠体上部から透水孔を通じて流下し
た雨水が、下地の下向き傾斜の低くなっている方に自由
に流れることができるようにする。しかして云うまでも
なく、前記十字溝及び半幅溝はそれぞれ連続しているこ
とが好ましい。Since this frame is constructed as described above, it can be said that it has a generally drum shape or an eight-shape when viewed from above, with the body being thin due to the coupling recesses on both sides. In the lower part of the bottom plate of the frame body, it is preferable to configure a rainwater circulation groove composed of a cross groove crossing in the vertical and horizontal central portions and a half-width groove along two sides in a direction orthogonal to the side having the coupling recess. This rainwater circulation groove, both the cross groove and the half-width groove constituting the rainwater opening, open to the corresponding sides of the frame, respectively, as a result, to open on all sides, flowing from any opening, Alternatively, the rainwater flowing down from the upper part of the frame through the water-permeable holes can freely flow to the lower slope of the base. Needless to say, however, it is preferable that the cross groove and the half width groove are respectively continuous.
【０００７】前記底板には、前記したように、多数の透
水孔を表裏貫通させて形成しておくものとするが、その
寸法形状は自由である。更に上記底板には、上面に軸方
向に複数に割った連結筒体を立設しておくこととする。
砂利やゴムチップ等の充填材をコンクリートその他の接
着剤等とともに充填した際に広がって充填材との結合を
強化する趣旨である。上記連結筒体の周囲には必要以上
に広がって倒れないように規制する規制台を構成してお
くのが好ましい。As described above, a large number of water-permeable holes are formed on the bottom plate by penetrating the front and back sides, but the size and shape are arbitrary. Further, the bottom plate is provided with an upper surface provided with a connecting cylinder body axially divided into a plurality of pieces.
The purpose is to spread the filler such as gravel and rubber chips together with concrete and other adhesives to strengthen the bond with the filler. It is preferable to configure a restriction stand around the connection cylinder body so as to prevent the expansion from unnecessarily expanding and falling.
【０００８】前記周壁については、その全辺の上部を、
その内面がそれより下部の周壁の外面と一致するか又は
それより外方に位置することとなる補助周壁に構成する
のが好ましい。このように構成した場合には、砂利やゴ
ムチップその他の充填材を接着剤とともにこの枠体中に
充填して固化させた後、上記補助周壁を刃物で切り取っ
てしまえば、この枠体で構成した単位路盤材を下地上に
敷設した後、上方から枠体そのものが見えなくなるので
都合が良い。更に周壁の上部の補助周壁を、分離が容易
であるように、数箇所に構成した連結辺のみで結合する
こととし、かつ上記補助周壁の外面にこれと直角に配し
た鍔片を設け、これをペンチ等で摘んで引っ張ることに
より、上記張出部を下部周壁から容易に除去できるよう
にするのもより好ましい。Regarding the peripheral wall, the upper part of all the sides is
It is preferable to form an auxiliary peripheral wall whose inner surface coincides with or is located outside the outer surface of the lower peripheral wall. When configured in this way, after filling the gravel and rubber chips and other fillers together with the adhesive in this frame body and solidifying it, if the auxiliary peripheral wall is cut off with a blade, it is constructed with this frame body This is convenient because the frame itself cannot be seen from above after the unit roadbed material is laid on the foundation. Further, the auxiliary peripheral wall on the upper part of the peripheral wall is to be connected only by connecting sides formed at several places for easy separation, and a flange piece arranged at a right angle to this is provided on the outer surface of the auxiliary peripheral wall. It is more preferable that the projecting portion can be easily removed from the lower peripheral wall by picking and pulling with a pliers or the like.
【０００９】前記結合突片は、特定の構成に限定されな
いが、周壁から外方に突出する舌片部とその先端に垂下
する係止爪部とで構成することができる。上記舌片部の
長さを前記側突部より外方に出ない長さに定めることが
必要である。また前記結合孔も、上記結合突片と対応し
て結合可能なものである必要はあるが、それ以外に特別
の構成に限定されない。結合突片を上記のように構成し
た場合は、結合孔は、上記舌片部を挿入可能な孔部と上
記係止爪部を係合させる係止溝とで構成することができ
る。The connecting projection is not limited to a particular structure, but may be composed of a tongue protruding outward from the peripheral wall and a locking claw hanging at the tip thereof. It is necessary to set the length of the tongue piece portion to a length that does not extend outside the side protrusion. Further, the coupling hole also needs to be capable of coupling in correspondence with the coupling protrusion, but is not limited to a special configuration other than that. When the coupling projection is configured as described above, the coupling hole can be configured by a hole into which the tongue piece can be inserted and a locking groove that engages the locking claw.
【００１０】枠体は、適当なプラスチックにより成形す
ることができる。耐候剤等を施したポリプロピレン等を
用いるのが適当である。The frame can be molded from a suitable plastic. It is suitable to use polypropylene or the like to which a weather resistant agent is applied.
【００１１】[0011]
【作用】しかして本発明の単位路盤材構成用枠体は、以
上のように構成したものであるから、次のように使用す
ることができる。この単位路盤材構成用枠体では、この
中に砂利や砂、若しくはゴムチップ等の充填材を充填し
て、透水性を保持しつつ、コンクリートその他の接着剤
で結合固化させる等により、単位路盤材を構成すること
ができる。このとき前記したように、底板に前記連結筒
体を立設しておいた場合には、枠体中に、砂利やゴムチ
ップ等の充填材を充填した際に、分割されている分割筒
片が放射状に広がって充填材との結合を強化することが
できるSince the unit roadbed material constituting frame of the present invention is constructed as described above, it can be used as follows. This unit roadbed material frame is filled with a filler such as gravel, sand, or rubber chips, and is water-permeable while being bonded and solidified with concrete or another adhesive to form a unit roadbed material. Can be configured. At this time, as described above, when the connecting cylinder is provided upright on the bottom plate, when the frame is filled with a filler such as gravel or rubber chips, the divided cylinder pieces are divided. Can spread radially to enhance the bond with the filler
【００１２】また前記周壁に前記補助周壁を構成した場
合には、砂利、砂、ゴムチップ等の充填材の固化後に
は、上記補助周壁を刃物で切り落とすこととする。こう
して、前記したように、平面から見て枠体が見えない状
態となる。補助周壁を数箇所の連結片のみで周壁と結合
させ、かつ補助周壁の外面に鍔片を設けた場合には、鍔
片をペンチ等で摘んで引っ張ることで容易に補助周壁を
除去することができる。なお鍔片は枠体への充填材の充
填時等に補助周壁が容易に変形しないように補強する補
強材の役割も果すことができる。以上のようにして、本
発明の枠体によれば、これに砂利、砂又はゴムチップ等
の充填材を充填して、容易に、透水性の単位路盤材を構
成することができる。When the auxiliary peripheral wall is formed on the peripheral wall, the auxiliary peripheral wall is cut off with a blade after the filler such as gravel, sand and rubber chips is solidified. In this way, as described above, the frame cannot be seen in a plan view. When the auxiliary peripheral wall is joined to the peripheral wall only at a few connecting pieces and the flange is provided on the outer surface of the auxiliary peripheral wall, the auxiliary peripheral wall can be easily removed by grasping the flange with pliers and pulling it. it can. The brim piece can also serve as a reinforcing material that reinforces the auxiliary peripheral wall so as not to be easily deformed when the frame body is filled with the filling material. As described above, according to the frame of the present invention, it is possible to easily form a water-permeable unit roadbed material by filling it with a filler such as gravel, sand, or rubber chips.
【００１３】更に、このようにして枠体を構成要素とし
て構成した単位路盤材は、その運搬の際には、前記結合
突片が枠体の側部に構成した結合凹部に位置しているの
で、何ら邪魔になることがなく、取扱が容易となる。ま
た単位路盤材を構成する前の枠体の状態でもこれは同様
である。Further, in the unit roadbed material constituted by the frame body as a constituent element in this way, when the transportation is carried out, the coupling projection piece is located in the coupling concave portion formed on the side portion of the frame body. , Easy to handle without any hindrance. This also applies to the state of the frame body before forming the unit roadbed material.
【００１４】この単位路盤材は、以上のような構成であ
るから、要敷設領域を適当な深さに掘り下げ、砂利等を
投入して転圧し、更に砂を施して不陸を調整し、こうし
て得られた平坦な透水性の下地上に配するのが適当であ
る。隣接する相互は結合凹部のない辺の方向には、相互
にその辺を当接させつつ並べ、結合凹部のある辺につい
ては一つの結合凹部に二つの単位路盤材の側突部を嵌合
させるようにして配する。このとき結合凹部の結合突片
を側突部の結合孔に挿入結合させつつ配列する。こうし
て一つには結合凹部と側突部との結合により横方向には
しっかりと隣接する単位路盤材相互が結合し、またもう
一つは上下方向には上記結合突片と結合孔の結合により
隣接する単位路盤材相互は容易に動かなくなるものであ
る。Since this unit roadbed material is constructed as described above, the area to be laid is dug down to an appropriate depth, gravel or the like is introduced and compacted, and sand is applied to adjust the unevenness. It is suitable to arrange the obtained flat water permeability on the lower ground. Adjacent to each other in the direction of the side without the connecting recess, the sides are arranged in contact with each other, and the side with the connecting recess is fitted with the side projections of the two unit roadbed materials in one connecting recess. To arrange. At this time, the coupling protrusions of the coupling recess are arranged while being inserted and coupled into the coupling holes of the side protrusions. In this way, one unit roadbed material is firmly connected in the lateral direction by the connection of the connection recess and the side protrusion, and the other is the connection of the connection protrusion and the connection hole in the vertical direction. Adjacent unit roadbed materials do not move easily.
【００１５】[0015]
【実施例】以下図面に基づいて本発明の一実施例を説明
する。図１〜図３に示したように、枠体１は、平面長方
形の底板２の両側中央部を凹ませて、概ね鼓形に形成
し、その縁に沿って周壁３を立ち上げた構成が基本であ
る。上記周壁３の上端には、全周に渡って補助周壁４を
取付ける。上記補助周壁４は、特に図３によって良く分
かるように、その内面が上記周壁３の外面より僅かに外
側になるように位置させ、特に図１によって良く分かる
ように、各辺の中央の連結片１６、１６…で、各々周壁
３の上端と該補助周壁４の下端とを結合する。また上記
補助周壁４の外面下部には全周に渡って外方に張出す鍔
片５を設けることとする。この補助周壁４の補強と、後
述するように補助周壁４を除去する際にペンチ等で摘む
ためのものである。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. As shown in FIGS. 1 to 3, the frame body 1 has a configuration in which the center portion on both sides of a flat rectangular bottom plate 2 is recessed to form a substantially hourglass shape, and the peripheral wall 3 is raised along the edge thereof. It is basic. An auxiliary peripheral wall 4 is attached to the upper end of the peripheral wall 3 over the entire circumference. The auxiliary peripheral wall 4 is positioned such that its inner surface is slightly outside the outer surface of the peripheral wall 3, as can be seen clearly in FIG. 3, and in particular, as can be seen in FIG. The upper end of the peripheral wall 3 and the lower end of the auxiliary peripheral wall 4 are connected at 16, 16 ,. Further, a flange piece 5 is provided on the lower portion of the outer surface of the auxiliary peripheral wall 4 so as to extend outward over the entire circumference. The auxiliary peripheral wall 4 is reinforced and is pinched with pliers or the like when removing the auxiliary peripheral wall 4 as described later.
【００１６】前記のようにして構成された枠体１の両側
の凹部は結合凹部６となり、それぞれその両隣の突部が
側突部７、７となる。上記結合凹部６と側突部７、７の
平面から見た形状は、図１に示したように、二つの側突
部７、７をこれのある辺と直交する向きの隣接する辺の
側で相互に当接させつつ上記結合凹部６に嵌込むと、ぴ
ったりした嵌合関係が得られる形状とする。The recesses on both sides of the frame 1 constructed as described above serve as coupling recesses 6, and the protrusions on both sides thereof form side protrusions 7, 7. As shown in FIG. 1, the shape of the coupling recess 6 and the side protrusions 7, 7 viewed from the plane is such that the two side protrusions 7, 7 are adjacent to each other in the direction orthogonal to the side where the two side protrusions 7, 7 are located. When they are fitted into the coupling recess 6 while being brought into contact with each other, the shape is such that a close fitting relationship can be obtained.
【００１７】前記底板２は、多数の表裏貫通する透水孔
８、８…を備えた構成とし、図１〜図３に示したよう
に、下部には、縦横の中央部でクロスする十字溝９a 及
前記結合凹部６、６を有する辺と直交する向きの二辺に
沿う半幅溝９b 、９b からなる雨水流通溝９を構成し、
更に上記底板２の上面にはそれらの雨水流通溝９の縁に
沿った状態に補強突条１０を立設する。上記底板２の上
面には、また四個の連結筒体１１、１１…を立設する。
上記各連結筒体１１は、各々上記補強突条１０によって
区画された側突部７、７…を一部に含む区画内に立ち上
げる。上記連結筒体１１は、図１及び図３に示したよう
に、その周囲に円形の規制台１１a を有し、その内側に
四分割の分割筒片１１b、１１b …からなる連結筒体１
１を立ち上げたものである。The bottom plate 2 has a large number of water-permeable holes 8, 8 ... Penetrating the front and back sides, and as shown in FIGS. And a rainwater flow groove 9 composed of half-width grooves 9b, 9b along two sides orthogonal to the side having the coupling recesses 6, 6,
Further, on the upper surface of the bottom plate 2, reinforcing ridges 10 are provided upright along the edges of the rainwater circulation grooves 9. Four connecting cylinders 11, 11 ... Are erected on the upper surface of the bottom plate 2.
Each of the connecting cylinders 11 is set up in a partition partly including the side projections 7, 7, ... Partitioned by the reinforcing ridge 10. As shown in FIGS. 1 and 3, the connecting cylinder body 11 has a circular regulating base 11a on the periphery thereof, and a connecting cylinder body 1 composed of four divided cylinder pieces 11b, 11b ... Inside thereof.
It was the launch of 1.
【００１８】枠体１の両側の前記結合凹部６、６には、
それぞれこの位置に開口する十字溝９a の両側に位置さ
せて周壁３から二枚づつ結合突片１２、１２を張出し構
成する。また上記結合突片１２、１２の先端には、図３
に示したように、係止爪部１３を垂下させる。なお上記
結合突片１２の長さは前記側突部７より外方に突出しな
い程度に定める。他方上記結合凹部６、６の両側の側突
部７、７には、それぞれ前記半幅溝９bに隣接して周壁
３に結合孔１４を構成する。上記結合孔１４は、図３に
示したように、上記結合突片１２を挿入可能な孔部と上
記係止爪部１３を係合させる係止溝１５とで構成する。In the coupling recesses 6, 6 on both sides of the frame body 1,
Two connecting projections 12, 12 are formed so as to project from the peripheral wall 3 so as to be located on both sides of the cross groove 9a that opens at this position. In addition, at the tips of the coupling projections 12, 12, the
As shown in, the locking claw portion 13 is hung down. The length of the connecting projection 12 is determined so as not to project outward from the side projection 7. On the other hand, in the side projections 7, 7 on both sides of the coupling recesses 6, 6, a coupling hole 14 is formed in the peripheral wall 3 adjacent to the half-width groove 9b. As shown in FIG. 3, the coupling hole 14 is composed of a hole into which the coupling projection 12 can be inserted and a locking groove 15 that engages the locking claw 13.
【００１９】以上の枠体１とこれに一体に構成する各構
成要素は、耐候剤を施したポリプロピレンを用いて成形
したものである。The frame body 1 and the constituent elements integrally formed with the frame body 1 are molded using polypropylene having a weatherproofing agent.
【００２０】しかしてこの実施例では、このように構成
したものであるから、この枠体１中に砂利や砂、若しく
はゴムチップ等の充填材を充填して、透水性を保持しつ
つコンクリートその他の接着剤で結合固化させる等によ
り、単位路盤材１８を構成することができる。In this embodiment, however, since it is constructed in this way, the frame 1 is filled with a filler such as gravel, sand, or rubber chips to keep the water permeability and other materials such as concrete. The unit roadbed material 18 can be configured by bonding and solidifying with an adhesive or the like.
【００２１】この例では、砂利１７を充填し、透水性を
確保するように、砂利１７間に少しづつ隙間が残る状態
でコンクリートで固めて、枠体１を要素の一部に含む単
位路盤材１８を構成する。上記砂利１７を装入する際、
前記連結筒体１１がそれらの砂利１７によって放射状に
拡開し、各分割筒片１１b 、１１b …が砂利１７中に斜
め乃至横向きに突き込んだような状態となる。この後
に、コンクリートで固化すると、固化した砂利１７中に
上記各分割筒片１１b 、１１b …が挿入状態となって結
合するので、砂利１７の枠体１内への固定が確実なもの
となる。In this example, the gravel 17 is filled and solidified with concrete so that a small gap is left between the gravel 17 so as to ensure water permeability, and the unit roadbed material including the frame body 1 as a part of the element. Make up 18. When charging the gravel 17,
The connecting cylinder 11 is radially expanded by the gravel 17, and the divided cylinder pieces 11b, 11b ... Are thrust into the gravel 17 obliquely or laterally. Then, when the gravel 17 is solidified with concrete, the divided cylinder pieces 11b, 11b ... Are inserted into the solidified gravel 17 to be joined, so that the gravel 17 is securely fixed in the frame 1.
【００２２】またこうして砂利１７が固化した後、前記
鍔片５をペンチ等で摘んで引っ張ることにより、補助周
壁４を周壁３から除去する。補助周壁４は連結片１６、
１６…によって周壁３に結合しているだけなので、その
除去は容易である。こうして補助周壁４を除去すると、
その下方に位置する周壁３は固化した砂利１７に隠れて
見えなくなっている。即ち、上記補助周壁４は、前記し
たように、周壁３より外側、詳しくは、周壁３の外面よ
り補助周壁４の内面が僅かに外側になるように構成して
あるので、この位置まで砂利１７が充填されて固化され
ることになるからである。こうして容易に砂利１７を充
填した透水性の単位路盤材１８を構成することができ
る。After the gravel 17 is solidified in this way, the auxiliary peripheral wall 4 is removed from the peripheral wall 3 by pinching the flange piece 5 with pliers or the like and pulling it. The auxiliary peripheral wall 4 is a connecting piece 16,
It is easy to remove since it is only connected to the peripheral wall 3 by 16. When the auxiliary peripheral wall 4 is removed in this way,
The peripheral wall 3 located below it is hidden by the solidified gravel 17 and disappears. That is, as described above, the auxiliary peripheral wall 4 is constructed so that the auxiliary peripheral wall 4 is outside the peripheral wall 3, more specifically, the inner surface of the auxiliary peripheral wall 4 is slightly outside the outer surface of the peripheral wall 3, so that the gravel 17 is reached to this position. Is filled and solidified. Thus, the permeable unit roadbed material 18 filled with the gravel 17 can be easily constructed.
【００２３】更に、このようにして枠体１を構成要素と
して構成した単位路盤材１８は、その運搬の際には、前
記結合突片１２が枠体１の側部に構成した結合凹部６に
位置しているので、何ら邪魔になることがなく、取扱が
容易となる。また単位路盤材１８を構成する前の枠体１
の状態でもこれは同様である。Further, in the unit roadbed material 18 constituted by the frame body 1 as a constituent element as described above, the coupling projection 12 is formed in the coupling recess 6 formed on the side portion of the frame body 1 during transportation. As it is located, it is easy to handle without any hindrance. Further, the frame body 1 before constituting the unit roadbed material 18
This is the same in the state of.
【００２４】この単位路盤材１８は、このような構成で
あり、一般の歩道板等と同様に、歩道等の舗装に用いる
ことができる。この単位路盤材１８を舗装に用いる場合
には、下地に透水性を確保するために、対象領域を若干
掘り下げた上で砂利を配し、転圧して平坦にした砂利下
地を採用する。The unit roadbed material 18 has such a structure and can be used for paving a sidewalk or the like, like a general sidewalk board. When this unit roadbed material 18 is used for pavement, in order to secure water permeability to the foundation, a gravel foundation is used in which the target area is slightly dug and then gravel is arranged and compacted.
【００２５】この単位路盤材１８は、上記砂利下地上
に、図４に示したように、隣接する相互は結合凹部６の
ない辺の方向には、相互にその辺を当接させつつ並べ、
結合凹部６のある辺については一つの結合凹部６に二つ
の単位路盤材１８、１８の側突部７、７を嵌合させるよ
うにして配する。このとき結合凹部６の結合突片１２、
１２を側突部７、７のそれぞれの結合孔１４に挿入結合
させつつ配列する。対象領域にこのようにして単位路盤
材１８、１８…の敷設が完了すれば舗装は完了である。As shown in FIG. 4, the unit roadbed materials 18 are arranged on the gravel substrate in the direction of the sides where the adjacent connecting recesses 6 are absent, as shown in FIG.
As for the side having the coupling recess 6, the side projections 7, 7 of the two unit roadbed materials 18, 18 are arranged so as to fit into one coupling recess 6. At this time, the coupling projection 12 of the coupling recess 6,
12 are inserted into and coupled to the respective coupling holes 14 of the side protrusions 7, 7. When the laying of the unit roadbed materials 18, 18 ... Is completed in the target area in this manner, the paving is completed.
【００２６】しかしてこのように配列すると、隣接する
単位路盤材１８、１８相互は、それらの結合凹部６と側
突部７、７との結合により横方向の動きが規制され、ま
た前記結合突片１２、１２と結合孔１４、１４との結合
により隣接する相互は相対的に上下方向に動くことがで
きなくなるものである。なお結合舌片１２と結合孔１４
との結合状態は図５に示した通りである。With this arrangement, however, the adjacent unit roadbed members 18, 18 are prevented from moving in the lateral direction due to the connection between the connecting recesses 6 and the side projections 7, 7, and the connecting projections are also connected. Due to the coupling of the pieces 12 and 12 and the coupling holes 14 and 14, the adjacent ones cannot move vertically relative to each other. The coupling tongue 12 and the coupling hole 14
The combined state with and is as shown in FIG.
【００２７】この実施例では、前記単位路盤材１８を透
水性に構成したので、これによって構成された舗装路面
は、透水性が良好で、雨天の際にも路面上に雨水が溢れ
るようなことは容易に起こり得ない。即ち、雨天の際に
は、雨水は、固化した砂利１７の隙間を通じて枠体１の
底板２上に流下し、更に底板２に穿設した透水孔８、８
…を通じて下地上に流下することとなる。また一部は単
位路盤材８、１８…の隙間から下地上に流下する。In this embodiment, since the unit roadbed material 18 is made water-permeable, the paved road surface made of this material has good water-permeability and rainwater overflows on the road surface even in the case of rain. Cannot happen easily. That is, in case of rain, rainwater flows down through the gaps of the solidified gravel 17 onto the bottom plate 2 of the frame body 1, and the water permeation holes 8 and 8 formed in the bottom plate 2 further.
It will flow down onto the ground through. A part of the material flows down from the gap between the unit roadbed materials 8, 18 ...
【００２８】こうして雨水は先ず下地上に流下し、下地
上に流下した雨水は地下に徐々に浸透することとなる。
もっとも単位時間当りの降水量が多く、単位時間当りの
浸透量を越えている場合には、下地上に残留することと
なるが、これらの雨水は、前記枠体の底板２の下面に縦
横に雨水流通溝９が構成してあり、単位路盤材１８、１
８…の敷設の際に、これらが隣接する単位路盤材１８、
１８のそれらに相互に接続連通状態となるので、これら
の雨水流通溝９、９…を通じで下方に流れ、路縁に構成
した側溝等に容易に排水される。Thus, the rainwater first flows down onto the base, and the rainwater flowing down onto the base gradually permeates underground.
When the amount of precipitation per unit time is the largest and exceeds the amount of permeation per unit time, it will remain on the substrate, but these rainwater will vertically and horizontally spread on the lower surface of the bottom plate 2 of the frame. A rainwater distribution groove 9 is formed, and unit roadbed materials 18 and 1
When laying 8 ..., the unit roadbed materials 18, which are adjacent to each other,
Since they are connected to and communicate with each other, they flow downward through the rainwater circulation grooves 9, 9 ... And are easily drained to a side groove or the like formed on the road edge.
【００２９】[0029]
【発明の効果】本発明では、枠体の結合凹部に結合突片
を配し、側突部に結合孔を設ける構成を採用したので、
上記結合突片を側突部より外方に突出させないようにす
ることができ、それ故、その運搬その他の取扱上都合が
良い。またこれによって構成した単位路盤材の運搬その
他の取扱上も都合が良いことは同様である。また上記単
位路盤材によって舗装した場合には、隣接する単位路盤
材は、結合凹部と側突部の嵌合による結合及び結合突片
と結合孔との結合により敷設位置にしっかりと固定され
る結果となる。According to the present invention, since the connecting projection is arranged in the connecting concave portion of the frame body and the connecting hole is provided in the side protruding portion, the structure is adopted.
It is possible to prevent the connecting protrusion from protruding outward from the side protrusions, which is convenient for transportation and other handling. Further, it is also convenient in terms of transportation and other handling of the unit roadbed material constituted by this. Further, when paving with the unit roadbed material, the adjacent unit roadbed material is firmly fixed to the laying position by the connection between the connecting recess and the side protrusion and the connection between the connecting protrusion and the connecting hole. Becomes
【図１】一実施例の枠体の平面図。FIG. 1 is a plan view of a frame body according to an embodiment.
【図２】一実施例の枠体の側面図。FIG. 2 is a side view of the frame body according to the embodiment.
【図３】図１のＡ−Ａ線断面図。3 is a cross-sectional view taken along the line AA of FIG.
【図４】単位路盤材の敷設状態を示す平面説明図。FIG. 4 is an explanatory plan view showing a laid state of a unit roadbed material.
【図５】結合突片と結合孔の結合状態を示した一部切欠
断面図。FIG. 5 is a partially cutaway cross-sectional view showing a combined state of a connecting protrusion and a connecting hole.
【図６】枠体に砂利を充填固化させて構成した単位路盤
材の断面図。FIG. 6 is a cross-sectional view of a unit roadbed material constituted by filling and solidifying gravel in a frame body.
１ 枠体 ２ 底板 ３ 周壁 ４ 補助周壁 ５ 鍔片 ６ 結合凹部 ７ 側突部 ８ 透水孔 ９ 雨水流通溝 ９a 十字溝 ９b 半幅溝 １０ 補強突条 １１ 連結筒体 １１a 規制台 １１b 分割筒片 １２ 結合突片 １３ 係止爪部 １４ 結合孔 １５ 係止溝 １６ 連結片 １７ 砂利 １８ 単位路盤材 1 Frame 2 Bottom plate 3 Circumferential wall 4 Auxiliary peripheral wall 5 Collar piece 6 Coupling recess 7 Side protrusion 8 Water penetration hole 9 Rainwater distribution groove 9a Cross groove 9b Half width groove 10 Reinforcing ridge 11 Connecting cylinder 11a Restriction stand 11b Split cylinder piece 12 Coupling Projection piece 13 Locking claw portion 14 Coupling hole 15 Locking groove 16 Connecting piece 17 Gravel 18 Unit roadbed material
Claims (3)
備えてなる枠体に於いて、 上記枠体の両側辺に、各々その中央部を凹ませた結合凹
部を構成し、 上記各結合凹部の両隣位置に、相対的に側方に突出する
側突部であって、上記結合凹部をそれを有する辺に直交
する中央線で分割した形状に対応する形状の側突部を構
成し、 上記側突部に結合孔を構成し、 かつ前記結合凹部に、他の二個の枠体の側突部を、該二
個の枠体の該側突部を設けた辺と直交する向きの隣接す
る他の辺を相互に当接させつつ、側方から係合させた場
合に、当該の結合凹部に、該二個の枠体の側突部の結合
孔に嵌合することとなる結合突片を構成した単位路盤材
構成用枠体。1. A bottom plate having a water-permeable hole and a frame body provided with peripheral walls on four sides thereof. The frame body is provided with coupling recesses having central portions recessed on both sides thereof. At both positions adjacent to the coupling recess, side protrusions relatively projecting to the side and having a shape corresponding to a shape obtained by dividing the coupling recess by a center line orthogonal to the side having the coupling recess are formed. A direction in which a coupling hole is formed in the side protrusion, and the side protrusions of the other two frame bodies are provided in the coupling recess at a direction orthogonal to the side of the two frame bodies on which the side protrusion is provided. When the other sides adjacent to each other are brought into contact with each other while being engaged from the side, they will be fitted into the coupling recesses of the two frame bodies in the coupling holes of the side projections of the two frame bodies. A frame for constructing a unit roadbed material that constitutes a connecting protrusion.
する十字溝及び前記結合凹部を有する辺と直交する向き
の二辺にそれぞれ沿う半幅溝からなる雨水流通溝を構成
した請求項１の単位路盤材構成用枠体。2. A rainwater circulation groove formed on the lower surface of the bottom plate, the cross groove crossing at the central portion in the vertical and horizontal directions, and a half-width groove extending along two sides in a direction orthogonal to the side having the coupling recess. Frame body for unit roadbed material construction.
の内面がそれより下部の周壁の外面と一致するか又はそ
れより外方に位置することとなる補助周壁に構成し、上
記補助周壁はそれより下部の周壁と一以上の部位の連結
片で結合し、かつ上記補助周壁の外面に鍔片を張出した
請求項１又は２の単位路盤材構成用枠体。3. The peripheral wall is configured such that an upper part of all sides thereof is an auxiliary peripheral wall whose inner surface is coincident with or located outside the outer surface of the peripheral wall below the auxiliary wall. Is a frame for unit roadbed material construction according to claim 1 or 2, wherein said peripheral wall is connected to the lower peripheral wall by a connecting piece at one or more portions, and a brim piece is extended on the outer surface of said auxiliary peripheral wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP21462992A JP3246772B2 (en) | 1992-07-20 | 1992-07-20 | Frame for unit subbase material construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP21462992A JP3246772B2 (en) | 1992-07-20 | 1992-07-20 | Frame for unit subbase material construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0641902A true JPH0641902A (en) | 1994-02-15 |
| JP3246772B2 JP3246772B2 (en) | 2002-01-15 |
Family
ID=16658906
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP21462992A Expired - Fee Related JP3246772B2 (en) | 1992-07-20 | 1992-07-20 | Frame for unit subbase material construction |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3246772B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007507628A (en) * | 2003-10-04 | 2007-03-29 | ファーガス ジョナサン アーデルン | Structural panel |
-
1992
- 1992-07-20 JP JP21462992A patent/JP3246772B2/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007507628A (en) * | 2003-10-04 | 2007-03-29 | ファーガス ジョナサン アーデルン | Structural panel |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3246772B2 (en) | 2002-01-15 |
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