JPH0291301A - Frame for laying footboard or the like - Google Patents

Frame for laying footboard or the like

Info

Publication number
JPH0291301A
JPH0291301A JP63241960A JP24196088A JPH0291301A JP H0291301 A JPH0291301 A JP H0291301A JP 63241960 A JP63241960 A JP 63241960A JP 24196088 A JP24196088 A JP 24196088A JP H0291301 A JPH0291301 A JP H0291301A
Authority
JP
Japan
Prior art keywords
frame
holding
section
laying
elastic
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP63241960A
Other languages
Japanese (ja)
Other versions
JPH0529721B2 (en
Inventor
Isao Hayashi
林 功生
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.)
Hayashi Bussan Co Ltd
Original Assignee
Hayashi Bussan Co Ltd
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 Hayashi Bussan Co Ltd filed Critical Hayashi Bussan Co Ltd
Priority to JP63241960A priority Critical patent/JPH0291301A/en
Publication of JPH0291301A publication Critical patent/JPH0291301A/en
Publication of JPH0529721B2 publication Critical patent/JPH0529721B2/ja
Granted legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

Landscapes

  • Road Paving Structures (AREA)

Abstract

PURPOSE:To elasticize a frame by a method wherein a floor board having many water-permeable holes with a section for holding footboards or the like as a section corresponding to laying arrangement is provided, and an elastic member is placed on it while an elastic flange directing slantly downward is provided on a section wall. CONSTITUTION:Nine holding sections 2... are arranged laterally and longitudinally in a plane square frame 1. The sections are partitioned only by four corners respectively while corners of the frame 1 of a section wall are specified to be L-section walls 3a..., those along the side are to be T-section walls 3b..., and those inside the square are to be cross-shaped section walls 3c.... Parts between the holding sections 2... which are adjacent to the section walls 3b...,3c... are shared by the adjacent holding sections 2.... Flanges 4... are extended slantly downward to the inner of the holding sections 2, and many water-permeable holes 6... are drilled on a floor board 5 with elastic particles 7... made of synthetic rubber provided on the floor board 5. This realizes a paved road surface with elasticity.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、コンクリート平板、各種のタイル類、種々の
インターロッキングと称せられるタイル類又は本レンガ
等の踏板類を複数個保持した上で舗装に用いられる踏板
類の敷設枠に関するものである。
Detailed Description of the Invention [Industrial Field of Application] The present invention is applicable to paving by holding a plurality of concrete slabs, various types of tiles, various tiles called interlocking tiles, or treads such as real bricks. This relates to a frame for laying treads used in

[従来の技術] 本レンガ、コンクリート平板又はタイル類等の踏板類を
、敷設枠により敷設時の配列に対応させて保持し、こう
して踏板類の保持済となった敷設枠を対象領域に連設す
ることにより、本レンガ等の踏板類による舗装を造成す
る実用的な技術は概ね本発明者が開発し、提案してきた
ものである(実顆間61−44230号、実顆間61−
107080号、実顆間62−85126号、特願昭6
3−173614号、その他、なおいずれも公知という
訳ではない、)。
[Prior art] Stepping boards, such as bricks, concrete slabs, or tiles, are held by a laying frame in a manner that corresponds to the arrangement at the time of laying, and the laying frame, which holds the stepping boards in this way, is connected to the target area. By doing so, the practical technology for creating pavements using treads such as bricks was generally developed and proposed by the present inventor (Jitsukonuma No. 61-44230, Jitsukondoma No. 61-
No. 107080, Jitsuginoma No. 62-85126, Patent Application No. 1986
No. 3-173614, and others, none of which are publicly known).

〔発明が解決しようとする課題] 各種の踏板類による舗装を、上記のような敷設枠を用い
て造成した場合には、敷設枠それ自体が弾力性を有する
材質、たとえば、プラスチックで成形されるものである
ため、その弾力性の故に、舗装路面に若干の弾力性が得
られ、歩行感を柔らか(する利点が得られる。
[Problems to be Solved by the Invention] When paving with various types of treads is created using a paving frame as described above, the paving frame itself is molded from a resilient material, such as plastic. Because of its elasticity, it provides some elasticity to the paved road surface, giving it the advantage of giving a softer walking feel.

ところで、踏板類の材質は、上記のように、木レンガの
ような木質の他、コンクリート、石材又はレンガ等種々
であり、なかでも木質である木レンガは、それ自体が若
干の弾性を有するために、上記敷設枠を用いた舗装路は
充分な弾力性を有するものとなり、極めて良好な歩行感
が得られる。
By the way, as mentioned above, there are various materials for treads, such as wood such as wood bricks, concrete, stone, and bricks. Among them, wood bricks, which are made of wood, have some elasticity themselves. Moreover, the paved road using the above-mentioned paving frame has sufficient elasticity, and an extremely good walking feeling can be obtained.

タイル類その他の弾力性を有しない踏板類を用いた上記
敷設枠による舗装路についても、単に下地上にモルタル
等でそれらを固着するに過ぎない従前の舗装路よりは弾
力性のある良好な歩行感が得られるが、本レンガを用い
たそれとは比較にならない。
Paved roads using the above-mentioned paving frames that use tiles and other non-resilient treads are also more resilient and provide a better walking experience than conventional paved roads that are simply fixed to the base with mortar, etc. However, it cannot be compared to that using real bricks.

本発明は、特に本レンガ以外の弾力性に乏しい踏板類を
用いた舗装でも充分な弾力性の得られる敷設枠を提供す
ることを目的とする。
It is an object of the present invention to provide a laying frame that can provide sufficient elasticity even when paving with treads other than this brick that have poor elasticity.

[課題を解決するための手段J 本発明の構成の要旨とするところは。[Means to solve the problem J What is the gist of the configuration of the present invention?

枠体に、複数の踏板類の保持区画を敷設時の配列に対応
させて区画構成し、各保持区画中に多数の透水孔を有す
る底板を構成し、かつ上記底板上に弾性部材を配設し、
更に上記保持区画を区画する区画壁に弾性を有する区画
内方斜め下向きの鍔片を張出した踏板類の敷設枠である
The frame body is configured with holding sections for a plurality of treadboards corresponding to the arrangement at the time of installation, a bottom plate having a large number of water permeable holes is formed in each holding section, and an elastic member is arranged on the bottom plate. death,
Further, this is a frame for laying footboards, in which an elastic collar piece extending diagonally downward inward from the compartment wall that divides the holding compartment is provided.

上記枠体は、特定の平面形状に限定されるものではない
が、取扱上の都合等により平面四辺形が適当である。そ
の材質としてはプラスチック類が成形が容易であり、か
つ弾力性に冨むので適当である。
Although the frame is not limited to a specific planar shape, a quadrilateral planar shape is suitable for convenience of handling. Plastics are suitable as the material because they are easy to mold and have high elasticity.

上記保持区画の平面形状は、保持される踏板類の平面形
状に応じて定める。−収約には、正方形または長方形等
の四辺形が多いであろう、しかし当然、これには限定さ
れず、対象の踏板類の形状に応じて様々な複雑な形状を
採ることも何ら差し支えない。
The planar shape of the holding section is determined according to the planar shape of the treads to be held. - The convergence will most likely be a quadrilateral such as a square or a rectangle, but of course it is not limited to this, and there is no problem in taking various complicated shapes depending on the shape of the target tread.

また上記区画壁は区画を構成するライン上の全ての部分
に立設する必要はない0区画を構成するライン上の各角
部を中心にしてその前後に延長する形で立設すれば充分
である。
Furthermore, it is not necessary for the above-mentioned partition walls to be erected in all parts on the lines that constitute the partitions. be.

前記透水孔は、言うまでもなく、その形状等は自由であ
る。しかし特に複雑な形状にする理由も存在しないので
、単純な円形の小孔に形成するのが適当である。
Needless to say, the shape of the water permeable hole is arbitrary. However, since there is no reason to make the shape particularly complicated, it is appropriate to form the hole into a simple circular hole.

前記枠体の四辺には、その−の角部を挟んで隣接する一
対の辺には接続雄部を、他の隣接する一対の辺には接続
雌部を構成するのが良い、上記接続雄部は、勿論、自由
な構成を採用することがで。
It is preferable that the four sides of the frame include a male connecting part on a pair of adjacent sides with the negative corner between them, and a female connecting part on the other pair of adjacent sides. Of course, you can adopt any structure you want.

きるが、たとえば、該当する辺から底板を延長して先端
を拡大した適当な形状に構成することができる。一方上
記接続雌部は、該当する辺の内側に位置する底板に上記
接続雄部の形状に対応する形状の切欠として形成すれば
良い。
However, for example, the bottom plate can be extended from the corresponding side and the tip enlarged to form an appropriate shape. On the other hand, the female connection part may be formed as a notch in the bottom plate located inside the corresponding side, with a shape corresponding to the shape of the male connection part.

また前記弾性部材は、保持区画に装入される踏板類に上
下方向の弾力性を付与することがその存在意義であるか
ら、そのことが確保され、かつ踏板類の保持区画への装
入保持を阻害しないものであり、更に透水性を阻害しな
いように構成されているものであれば、態様は問わない
。たとえば、上記弾性部材として弾性シートを採用する
ことができるし、多数の弾性粒体を採用することもでき
る。前者を採用する場合には、弾性シートに上下貫通す
る多数の透水孔を平均に穿設する必要がある。後者を採
用する場合には、雨水等は、粒体間を通過することがで
きるので、特に透水手段を考える必要はない、後者は廃
材となった合成ゴム類を砕く等により安価に構成するこ
ともできる。
Furthermore, the reason for the existence of the elastic member is to impart vertical elasticity to the treads loaded into the holding compartment. Any aspect may be used as long as it does not inhibit water permeability and does not inhibit water permeability. For example, an elastic sheet may be used as the elastic member, or a large number of elastic particles may be used. In the case of adopting the former method, it is necessary to drill a large number of water permeable holes evenly through the elastic sheet from top to bottom. If the latter is adopted, rainwater, etc. can pass between the particles, so there is no need to consider any means of permeation.The latter can be constructed at low cost, such as by crushing waste synthetic rubber. You can also do it.

[作用1 本発明は、以上のように構成したので、次のように、各
保持区画に各々踏板類を保持させたうえで、敷設枠を対
象の領域に連設配置して舗装路面を完成させることがで
きる。
[Operation 1] Since the present invention is constructed as described above, each holding section holds the treadboards, and then the paved road surface is completed by consecutively arranging the laying frames in the target area. can be done.

上記敷設枠への踏板類の装入保持は、敷設枠の対象の領
域への敷設後に行っても良いが、敷設前に予め保持させ
ておく方が作業能率が良い。
Although the stepboards may be loaded and held in the installation frame after the installation frame is laid in the target area, it is more efficient to hold the treadboards in advance before installation.

そこで予め、対象の領域の舗装のために必要な数の敷設
枠を用意し、その各保持区画に踏板類を装入保持させる
。この作業は、多数の敷設枠に踏板類を装入保持させる
場合には自動化して行うのが良い0手作業で行い、若干
踏板類が大寸法で装入しにくい場合には、先ず踏板類の
下部を保持区画に装入し、続いて木槌等により叩き込め
ば良い、保持区画の区画壁には弾力性を有する区画内方
斜め下向きの鍔片を形成しであるので、上記のような操
作にもかかわらず、踏板類は不都合なく装入することが
でき、かつ装入過程も概ねスムーズに行い得られる。ま
た装入した踏板類は上記鍔片により保持区画中に確実に
保持される。
Therefore, a necessary number of laying frames are prepared in advance for paving the target area, and treads are loaded and held in each holding section. It is best to automate this work when loading and holding treads in a large number of laying frames.It is best to perform this work by hand.If the treads are large and difficult to insert, first remove the treads. The lower part of the holding compartment is charged into the holding compartment and then hammered in with a mallet or the like.Since the compartment wall of the holding compartment is formed with an elastic collar piece that faces diagonally downward inward, it is possible to Regardless of the operation, the treadle boards can be loaded without any inconvenience, and the loading process can generally be carried out smoothly. Further, the loaded footboards are securely held in the holding compartment by the flange piece.

こうして必要数の敷設枠に踏板類を保持させた後には、
対象の領域に敷設枠を順次に設置する。
After holding the treads in the required number of laying frames in this way,
Install the laying frames in the target area one after another.

上記対象の領域には予め敷設のための下地を構成してお
く必要がある。下地は原則として透水性に構成する。た
とえば、上記対象の領域を掘り下げ、この中に砂利を入
れて転圧し、更にその上に不陸調整用の砂を配し、こう
した上で更に転圧する。
It is necessary to prepare a base for laying in advance in the above-mentioned target area. As a general rule, the base should be water permeable. For example, the target area is dug, gravel is poured into it and compacted, then sand for unevenness adjustment is placed on top of it, and then it is further compacted.

こうして透水性の砂利下地を造成する。In this way, a permeable gravel base is created.

上記踏板類の保持済の敷設枠は、上記下地上に順次連設
配置する。各辺に接続雄部及び接続雌部を構成した場合
には隣接する敷設枠の辺相互をそれらにより接続しつつ
配設する。対象の領域の下地上を敷設枠で覆った状態に
すると、舗装は完成である。
The holding frames for the above-mentioned treads shall be successively arranged on the above-mentioned base. When a connecting male part and a connecting female part are formed on each side, the adjacent sides of the installation frame are connected to each other by these parts. Paving is complete when the subsurface of the target area is covered with the paving frame.

こうして完成した舗装路面は、踏板類の下面と保持区画
の底板との間に弾性部材が配してあり、踏板類が上下方
向の弾力性を付与されているので、路面が弾力性を有す
るものとなり、歩行感が極めて良好になる。
The paved road surface completed in this way has elasticity because an elastic member is placed between the bottom surface of the treads and the bottom plate of the holding section, giving the treads vertical elasticity. This results in an extremely good walking feeling.

[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。[Example] An embodiment of the present invention will be described below based on the drawings.

第1図に示したように、平面正方形の枠体lに縦横に九
個の平面正方形の保持区画2.2・・・を構成する。
As shown in FIG. 1, nine holding sections 2.2, each having a square plan view, are arranged vertically and horizontally in a frame l having a square plan view.

各保持区画2.2・−・は、その各四個の角部でのみ区
画することとし、上記各保持区画2.2・・・を区画す
る区画壁は、枠体1の角部に位置するそれらはL形区画
壁3 a、 3 a・・・として、辺に沿った位置のそ
れらはT形区画壁3b、3b−・・として、内部に位置
するそれらは十形区画壁3c、3cmとして構成する。
Each holding section 2.2... is divided only at each of its four corners, and the partition walls that partition each holding section 2.2... are located at the corners of the frame 1. Those located along the sides are called L-shaped partition walls 3a, 3a..., those located along the sides are called T-shaped partition walls 3b, 3b-..., and those located inside are called ten-shaped partition walls 3c, 3cm. Configure as.

上記区画壁3b、3b・・・3C13c・・・について
は、隣接する保持区画2.2の間に位置する部分は、隣
接する保持区画2.2に共通のそれとする。
Regarding the partition walls 3b, 3b...3C13c..., the portions located between adjacent holding sections 2.2 are common to the adjacent holding sections 2.2.

また上記区画壁3a 、3a −、3b 、 3b −
3c、3c・・・には、それぞれの上端から、保持区画
2.2・・・の内方斜め下向きに鍔片4.4・・・を張
出させる。これは概ね45°の角度に構成した。
In addition, the partition walls 3a, 3a-, 3b, 3b-
3c, 3c... have collar pieces 4.4... projecting obliquely downward inward from the respective upper ends of the holding sections 2.2.... This was configured at an angle of approximately 45°.

他方上記保持区画2.2・・・の底板5には、多数の透
水孔6.6・・・を穿設する。上記透水孔6.6・・・
は円形の小孔とする。
On the other hand, a large number of water permeable holes 6.6 are bored in the bottom plate 5 of the holding sections 2.2. Above water permeation hole 6.6...
is a small circular hole.

更に上記保持区画2.2・・・の底板5上には、第2図
に示したように、多数の弾性粒体7.7・・・を配する
6弾性粒体7.7・・・はクロロブレン系の合成ゴムを
砕いて形成したものである。
Further, on the bottom plate 5 of the holding section 2.2..., as shown in FIG. is made by crushing chloroprene-based synthetic rubber.

また、第1図に示したように、上記枠体lの四辺中、−
の角部な挟んで隣接する一対の辺には各々先端が拡大し
た接続雄部8を張出し構成する。上記接続雄部8は保持
区画2の底板5を延長して構成したものである。他方、
他の隣接する一対の辺には各々上記接続雄部8に対応す
る形状に切欠いた接続雌部9を構成する。この接続雌部
9は、該当する辺からその内側に位置する保持区画2の
底板5までを切欠いて構成したものである。
Moreover, as shown in FIG. 1, among the four sides of the frame l, -
Connecting male portions 8 each having an enlarged tip extend from a pair of adjacent sides at the corners of the connector. The male connection part 8 is constructed by extending the bottom plate 5 of the holding section 2. On the other hand,
On the other pair of adjacent sides, female connection parts 9 each having a shape corresponding to the male connection part 8 are formed. This female connection portion 9 is constructed by cutting out a portion from the corresponding side to the bottom plate 5 of the holding section 2 located inside the corresponding side.

なお枠体l及びこれに付属する以上の構成要素は、前記
弾性粒体7.7・・・を除いてポリプロピレンを主材と
するプラスチックで成形したものである。
The frame 1 and the components attached thereto, except for the elastic particles 7, 7, . . . , are molded from plastic mainly made of polypropylene.

この実施例の敷設枠は、以上のように構成したので、以
下に詳述するように、各保持区画2,2・・・に各々対
応する寸法形状の踏板類、即ち、平面正方形の踏板類を
保持した上で、対象領域に連設配置して舗装路面を造成
することができる。
Since the laying frame of this embodiment has been constructed as described above, as will be described in detail below, treadboards with dimensions and shapes corresponding to the respective holding sections 2, 2, etc., i.e., treadboards with a square plane While maintaining this, it is possible to create a paved road surface by arranging them in series in the target area.

ここでは踏板類として小形のコンクリート平板1O1l
O・・・を採用した例を説明する。
Here, small concrete flat plates 1O1L are used as treads.
An example in which O... is adopted will be explained.

先ず予め、対象領域の舗装のために必要な数の敷設枠を
用意し、その各保持区画2.2・・・に上記コンクリー
ト平板10.10・・・を装入保持させる。コンクリー
ト平板1O1i o −・・の保持区画2.2・・・へ
の装入は、通常、区画壁3a、3a・・・、3b、3b
・・・、3c13c=・に斜め下向きに構成した鍔片4
.4・・・の作用により、人手によっても容易に行うこ
とができる。もつともコンクリート平板10.10・・
・が、若干所定の寸法より大きい場合等には、なかなか
装入が大変になる場合もあるが、そのような場合でも、
上記鍔片4.4・・・の作用により、コンクリート平板
10を若干保持区画2内に押し込んだ上で、木槌等によ
り叩き込む如くすれば比較的簡単に装入することができ
る。またこのように保持区画2.2・・・内に装入され
たコンクリート平板10、lO・・・は、上記鍔片4.
4・・・の作用により、抜は止め効果が付与され、確実
に保持区画2.2・・・内に保持される。
First, a necessary number of laying frames are prepared in advance for paving the target area, and the concrete flat plates 10, 10, . . . are charged and held in each of the holding sections 2, 2, . The concrete flat plates 1O1i o -... are normally charged into the holding compartments 2.2... by the compartment walls 3a, 3a..., 3b, 3b.
..., 3c13c=・flange piece 4 configured diagonally downward
.. Due to the action of 4..., it can be easily performed even by hand. Motomo concrete flat plate 10.10...
・If the size is slightly larger than the specified size, it may be difficult to charge, but even in such cases,
By the action of the above-mentioned collar pieces 4, 4, etc., the concrete flat plate 10 can be pushed into the holding section 2 a little, and then it can be charged relatively easily by hitting it with a mallet or the like. Further, the concrete flat plates 10, lO... charged in the holding compartments 2.2... in this way are connected to the above-mentioned flange pieces 4.
4... provides an effect to prevent removal and is reliably held within the holding section 2.2....

このような作業を繰り返して必要数の敷設枠にコンクリ
ート平板10.10−・・を保持させた後には、対象領
域に上記敷設枠を順次設置する。
After repeating such operations to hold the concrete flat plates 10, 10, etc. on the required number of laying frames, the laying frames are successively installed in the target area.

なお上記対象領域には予め透水性を確保した砂利下地1
1を構成しておく、これは、対象領域を掘り下げ、この
中に砂利を入れて転圧し、その上に不陸調整用の砂を配
し、更に転圧して構成したものである。
In addition, the above target area has a gravel base 1 that has ensured water permeability in advance.
1 is constructed by digging the target area, pouring gravel into it, compacting it, placing sand for unevenness adjustment on top of it, and further compacting it.

しかして、上記のようにしてコンクリート平板10.1
0−・・を保持した敷設枠は、上記砂利下地ll上に順
次配置する。
Therefore, as mentioned above, the concrete slab 10.1
The laying frames holding 0-... are placed one after another on the gravel base ll.

既設の敷設枠に、引き続いて設置する敷設枠を、前者の
接続雄部8が張出している辺に、後者の接続雌部9が形
成しである辺を接合させつつ敷設する。後者の敷設枠を
上記位置で下降させ、前者の敷設枠の接続雄部8を後者
の接続雌部9に嵌合させるものである。そしてこのよう
な敷設作業を繰り返すことにより、対象領域の砂利下地
11上に前記所定数の敷設枠を設置し、敷設枠を用いた
コンクリート平板10.10・・・による舗装を完了す
る。第3図はこのようにして砂利下地ll上にコンクリ
ート平板10.10・・・を保持した敷設枠を配置した
状態を示している。
A laying frame to be installed subsequently to the existing laying frame is laid while joining the side where the male connecting part 8 of the former extends and the side where the female connecting part 9 of the latter is formed. The latter laying frame is lowered at the above position, and the male connecting part 8 of the former laying frame is fitted into the female connecting part 9 of the latter. By repeating such laying work, the predetermined number of paving frames are installed on the gravel base 11 of the target area, and paving with the concrete flat plates 10, 10, etc. using the paving frames is completed. FIG. 3 shows the state in which the laying frame holding the concrete flat plates 10, 10, etc. is placed on the gravel base 11 in this manner.

こうして完成した舗装路面は弾力性を有し、歩行感が極
めて良好なものである。即ち、路面を構成するコンクリ
ート平板1O110−・・は、敷設枠の保持区画2.2
・・・に保持され、その下面と底板5との間に弾性粒体
7.7・・・が配しであるので、上下方向に弾力性を有
する結果となるためである。
The paved road surface thus completed has elasticity and has an extremely good walking feel. That is, the concrete flat plates 1O110-... constituting the road surface are the holding sections 2.2 of the laying frame.
. . , and the elastic particles 7.7 are arranged between the lower surface and the bottom plate 5, so that the result is elasticity in the vertical direction.

またこの舗装路面は、敷設枠の底板5に透水孔6.6・
・・が穿設してあり、コンクリート平板10.10・・
・の隙間を通り、弾性粒体7.7・・・間を通じて降下
した雨水等を、上記透水孔6.6・・・を通じて砂利下
地11上に移動させることができる。砂利下地11上に
降下した雨水等は、地中に容易に浸透する。
In addition, this paved road surface has water permeability holes 6.6 and 6.
... has been drilled, and concrete slab 10.10...
Rainwater, etc. that has fallen through the gaps between the elastic granules 7.7 can be moved onto the gravel base 11 through the permeable holes 6.6. Rainwater, etc. that has fallen onto the gravel base 11 easily permeates into the ground.

[発明の効果] 本発明によれば、保持区画内の底板上に弾性部材を配し
たので、保持区画中に装入され、保持される踏板類は、
それがコンクリート平板やタイルのようなそれ自体弾力
性に乏しい部材であっても、この敷設枠に保持させて配
すれば弾力性を有する舗装路面を完成させることができ
る。
[Effects of the Invention] According to the present invention, since the elastic member is disposed on the bottom plate in the holding compartment, the treads inserted into the holding compartment and held are
Even if it is a member that itself lacks elasticity, such as a concrete plate or tile, if it is held and placed in this paving frame, a paved road surface with elasticity can be completed.

【図面の簡単な説明】[Brief explanation of drawings]

図面は本発明の一実施例を示したもので、第1図は弾性
粒体を省略したその概略平面図、第2図は第1図のn−
am概略断面図、第3図はコンクリート平板を保持して
敷設した状態の概略断面図である。 ■・・・枠体、2・・・保持区画、3a・・・L形区画
壁、3b・・・T形区画壁、3c・・・十形区画壁、4
・・・鍔片、5・・・底板、6・・・透水孔、7・・・
弾性粒体、8・・・接続雄部、9・・・接続雌部、10
・・・コンクリート平板、11・・・砂利下地。
The drawings show one embodiment of the present invention; FIG. 1 is a schematic plan view of the same with the elastic particles omitted, and FIG.
am Schematic sectional view, FIG. 3 is a schematic sectional view of a state in which a concrete flat plate is held and laid. ■... Frame body, 2... Holding section, 3a... L-shaped partition wall, 3b... T-shaped partition wall, 3c... Ten-shaped partition wall, 4
...Brim piece, 5...Bottom plate, 6...Water hole, 7...
Elastic grain, 8... Connecting male part, 9... Connecting female part, 10
...Concrete slab, 11...Gravel base.

Claims (1)

【特許請求の範囲】 1、枠体に、複数の踏板類の保持区画を敷設時の配列に
対応させて区画構成し、各保持区画中に多数の透水孔を
有する底板を構成し、かつ上記底板上に弾性部材を配設
し、更に上記保持区画を区画する区画壁に弾性を有する
区画内方斜め下向きの鍔片を張出した踏板類の敷設枠。 2、上記弾性部材として多数の透水孔を穿設した弾性シ
ートを採用した請求項1記載の踏板類の敷設枠。 3、上記弾性部材として多数の弾性粒体を採用した請求
項1記載の踏板類の敷設枠。
[Scope of Claims] 1. The frame body is configured with holding sections for a plurality of treadboards corresponding to the arrangement at the time of installation, and a bottom plate having a large number of water permeable holes in each holding section, and the above-mentioned A frame for installing treadboards, in which an elastic member is disposed on a bottom plate, and an elastic flange extending diagonally downward inward of the holding section is protruded from a partition wall that partitions the holding section. 2. The installation frame for footboards according to claim 1, wherein the elastic member is an elastic sheet having a large number of permeable holes. 3. The installation frame for treadboards according to claim 1, wherein a large number of elastic particles are employed as the elastic member.
JP63241960A 1988-09-27 1988-09-27 Frame for laying footboard or the like Granted JPH0291301A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63241960A JPH0291301A (en) 1988-09-27 1988-09-27 Frame for laying footboard or the like

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63241960A JPH0291301A (en) 1988-09-27 1988-09-27 Frame for laying footboard or the like

Publications (2)

Publication Number Publication Date
JPH0291301A true JPH0291301A (en) 1990-03-30
JPH0529721B2 JPH0529721B2 (en) 1993-05-06

Family

ID=17082135

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63241960A Granted JPH0291301A (en) 1988-09-27 1988-09-27 Frame for laying footboard or the like

Country Status (1)

Country Link
JP (1) JPH0291301A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102578796A (en) * 2012-03-08 2012-07-18 中国人民解放军总后勤部军需装备研究所 Frame carrier for cooking
CN103015290A (en) * 2012-12-30 2013-04-03 宁波市鄞州云帆工程咨询有限公司 Support rib framework positioning type splash-proof floor tile for sidewalk

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109797617A (en) * 2018-12-25 2019-05-24 北京无线电计量测试研究所 A kind of fabricated construction water-permeable brick grid cushion and installation method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102578796A (en) * 2012-03-08 2012-07-18 中国人民解放军总后勤部军需装备研究所 Frame carrier for cooking
CN103015290A (en) * 2012-12-30 2013-04-03 宁波市鄞州云帆工程咨询有限公司 Support rib framework positioning type splash-proof floor tile for sidewalk

Also Published As

Publication number Publication date
JPH0529721B2 (en) 1993-05-06

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