JP2003105704A - Block pavement reinforcing plate - Google Patents

Block pavement reinforcing plate

Info

Publication number
JP2003105704A
JP2003105704A JP2001303747A JP2001303747A JP2003105704A JP 2003105704 A JP2003105704 A JP 2003105704A JP 2001303747 A JP2001303747 A JP 2001303747A JP 2001303747 A JP2001303747 A JP 2001303747A JP 2003105704 A JP2003105704 A JP 2003105704A
Authority
JP
Japan
Prior art keywords
block
base plate
laid
pavement
present
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2001303747A
Other languages
Japanese (ja)
Inventor
Hidehiro Aoki
秀浩 青木
Tokihiro Tsuda
外喜弘 津田
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.)
ILB KK
TSUDA PEIBUTON TECHNIC KK
Tsuda Pavton Technique KK
Original Assignee
ILB KK
TSUDA PEIBUTON TECHNIC KK
Tsuda Pavton Technique KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by ILB KK, TSUDA PEIBUTON TECHNIC KK, Tsuda Pavton Technique KK filed Critical ILB KK
Priority to JP2001303747A priority Critical patent/JP2003105704A/en
Publication of JP2003105704A publication Critical patent/JP2003105704A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a block pavement reinforcing plate for forming a barrier- free pavement which has sufficient water permeability and hard-to-foul characteristics even in using immaculate blocks by achieving smooth permeation of rain water through joints and which has no water gradient on the surface by providing sufficiently storable water reservoirs on the lower part of the surface layer of the pavement, thus giving a barrier-free pavement, preventing the flooding of a river in a city and giving less shock to heels during walking. SOLUTION: The block pavement reinforcing plate comprises a base plate to be located on the bottom surfaces of angular portions of the blocks placed back and forth, and right and left, a cross joint plate formed on the upper face of the base plate for forming a water permeable joint portion between the blocks placed in the backward and forward and lateral directions, and a plurality of supporting members formed on the upper face of the base plate for forming the water reservoir on the bottom surfaces of the blocks in contact with the bottom surfaces of the blocks placed in the backward and forward and lateral directions.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は敷設されるブロック
間に透水目地部を形成しながら敷設することができるブ
ロック舗装用強化板に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a block pavement reinforcing plate that can be laid while forming water-permeable joints between laid blocks.

【0002】[0002]

【従来の技術】従来の透水性ブロック舗装は、雨水を路
盤に導く方法としてブロック全体をポーラスにする方
法、表面が密で基層がポーラスにして目地砂を充填した
目地部から浸透させる方法が使用されている。また、弾
性ブロック舗装は、主としてゴムや木屑等の柔らかい材
料を用いたブロックが使用されている。
2. Description of the Related Art Conventional permeable block pavement uses a method in which rainwater is guided to a roadbed by making the entire block porous, or a method in which the surface is dense and the base layer is porous and penetrates from joints filled with joint sand. Has been done. Further, as the elastic block pavement, blocks made of a soft material such as rubber or wood chips are mainly used.

【0003】[0003]

【発明が解決しようとする課題】従来の透水性舗装用ブ
ロックのブロック全体をポーラスにして雨水を浸透させ
る方法や目地から雨水を浸透させる方法では、ブロック
表面や目地に泥が詰まり透水能力が低下するという欠点
があるとともに、ポーラスなブロックは寒冷地におい
て、凍結融解作用に耐えられないという欠点がある。ま
た、いずれの方法も表面排水のための勾配を必要とし、
車椅子利用者にとって好ましくない。また、天然石等の
無垢のブロックの使用において、適当な透水性舗装が得
られなかった。従来のゴムや木屑を使用した弾性ブロッ
ク舗装は、舗装表面の耐久性に問題がある。
However, in the conventional method of making the entire block of a water-permeable pavement block porous to allow rainwater to permeate therethrough or to allow rainwater to permeate through joints, the block surface and joints are clogged with mud and the water permeability decreases. In addition to the disadvantage that the porous block cannot withstand the freeze-thaw action in cold regions. Also, both methods require a gradient for surface drainage,
Not suitable for wheelchair users. Moreover, when using solid blocks such as natural stone, an appropriate water-permeable pavement could not be obtained. The conventional elastic block pavement using rubber or wood chips has a problem in durability of the pavement surface.

【0004】本発明は以上のような従来の欠点に鑑み、
目地から雨水をスムーズに浸透させることにより、無垢
のブロックを使用しても十分な透水性が得られ、かつ目
詰まりが難しく、また、舗装の表層下部に十分な貯水性
水槽を設けて舗装表面の水勾配をなくしてバリアフリー
な舗装とし、都市河川の氾濫を防ぎかつ、歩行時に踵に
かかるショックを少なくすることができるブロック舗装
用強化板を提供することを目的としている。
In view of the above-mentioned conventional drawbacks, the present invention has been made.
By allowing rainwater to penetrate smoothly from the joints, sufficient water permeability can be obtained even when using solid blocks, and clogging is difficult.Also, a sufficient water storage tank is provided below the surface of the pavement to create a pavement surface. It is an object of the present invention to provide a block pavement strengthening plate that eliminates the water gradient in the road and creates pavement that is barrier-free, prevents flooding of city rivers, and reduces shocks on the heel during walking.

【0005】本発明の前記ならびにそのほかの目的と新
規な特徴は次の説明を添付図面と照らし合わせて読む
と、より完全に明らかになるであろう。ただし、図面は
もっぱら解説のためのものであって、本発明の技術的範
囲を限定するものではない。
The above and other objects and novel features of the present invention will become more fully apparent when the following description is read in view of the accompanying drawings. However, the drawings are only for explanation and do not limit the technical scope of the present invention.

【0006】[0006]

【課題を解決するための手段】上記目的を達成するため
に、本発明は前後左右に敷設されるブロックの角部の底
面に位置させることができるベース板と、このベース板
の上面に形成された前後左右に敷設されるブロック間に
透水目地部を形成する十字状の目地板と、前記ベース板
の上面に形成された前後左右に敷設されるブロックの底
面と当接して該ブロックの底面に貯水槽を形成する複数
個の支持片とでブロック舗装用強化板を構成している。
また、本発明は前後あるいは左右に敷設されるブロック
の角部の底面に位置させることができるベース板と、こ
のベース板の一側面を含む上面に形成された、前後ある
いは左右に敷設されるブロック間に透水目地部を形成す
るT字状の目地板と、前記ベース板の上面に形成された
前後あるいは左右に敷設されるブロックの底面と当接し
て該ブロックの底面に貯水槽を形成する複数個の支持片
とでブロック舗装用強化板を構成している。
In order to achieve the above object, the present invention has a base plate which can be positioned on the bottom surface of a corner portion of a block which is laid in the front, rear, left and right directions, and is formed on the upper surface of the base plate. A cross-shaped joint plate that forms a water-permeable joint between blocks that are laid in the front, rear, left, and right, and a bottom surface of the block that is laid in the front, rear, left, and right formed on the upper surface of the base plate and is in contact with the bottom surface of the block. A reinforcing plate for block paving is configured with a plurality of support pieces forming a water tank.
Further, the present invention provides a base plate that can be positioned on the bottom surface of a corner portion of a block that is laid in front and rear or left and right, and a block that is laid in front and rear or left and right formed on an upper surface including one side surface of the base plate. A plurality of T-shaped joint plates forming a water-permeable joint between them, and a plurality of water tanks formed on the bottom surfaces of the blocks by contacting the bottom surfaces of the blocks formed on the upper surface of the base plate in the front-rear or left-right directions. Reinforcement plate for block paving is composed of individual support pieces.

【0007】[0007]

【発明の実施の形態】以下、図面に示す実施の形態によ
り、本発明を詳細に説明する。
BEST MODE FOR CARRYING OUT THE INVENTION The present invention will be described in detail below with reference to the embodiments shown in the drawings.

【0008】図1ないし図7に示す本発明の第1の実施
の形態において、1は前後左右に敷設されるブロック
2、2、2、2の角部に設置される本発明のブロック舗
装用強化板で、このブロック舗装用強化板1は合成樹脂
材や再生プラスチック板で成形されたもので、前後左右
に敷設されるブロック2、2、2、2の角部の底面に位
置させることができる円板形状、長方形状、正方形状等
の任意の形状、本発明の実施の形態では正方形状のベー
ス板3と、このベース板3の上面にほぼ4等分するよう
に一体形成された前後左右に敷設されるブロック2、
2、2、2間に透水目地部4を形成する、該ブロック2
の高さ寸法寄りもわずかに低い寸法から数ミリメート
ル、好ましくはブロック2の高さ寸法の半分〜3分の1
の高さの十字状の目地板5と、前記ベース板3の上面の
前記目地板5で仕切られた各支持部6、6、6、6に形
成された前後左右に敷設されるブロック2、2、2、2
の底面と当接して、該ブロック2の底面に貯水層7を形
成する薄肉の弾性部8を介して上方へ突出する複数個の
支持片9とで構成されている。
In the first embodiment of the present invention shown in FIGS. 1 to 7, reference numeral 1 is a block paving according to the present invention, which is installed at corners of blocks 2, 2, 2 and 2 laid in front, rear, left and right. This block pavement strengthening plate 1 is made of a synthetic resin material or a recycled plastic plate, and can be positioned on the bottom surface of the corners of the blocks 2, 2, 2, 2 laid in the front, rear, left and right. Any shape such as a disc shape, a rectangular shape, a square shape, or the like, which is a square shape in the embodiment of the present invention, and the front and rear surfaces integrally formed on the upper surface of the base plate 3 so as to be divided into approximately four equal parts. Blocks 2 laid on the left and right,
The block 2 which forms a water-permeable joint 4 between 2, 2 and 2
The height of the block 2 is slightly lower than a few millimeters, preferably half to one third of the height of the block 2.
And a cross-shaped joint plate 5 having a height of 2 and blocks 2, which are laid in front, rear, left and right, formed on the respective support portions 6, 6, 6, 6 partitioned by the joint plate 5 on the upper surface of the base plate 3, 2, 2, 2
And a plurality of support pieces 9 that are in contact with the bottom surface of the block 2 and project upward through a thin elastic portion 8 that forms a water storage layer 7 on the bottom surface of the block 2.

【0009】上記構成のブロック舗装用強化板1は前後
左右方向に敷設されるブロック2、2、2、2の角部に
目地板5との間に隙間が生じないように介装しながらブ
ロック2を前後左右方向に敷設する。このようにブロッ
ク舗装用強化板1を介装しながらブロック2が敷設され
たブロック舗装10は、敷設されたブロック2の四角部
のブロック舗装用強化板1、1、1、1のベース板3に
形成された複数個の支持片9、9、9、9の弾性部8、
8、8、8によってクッション性のあるブロック舗装1
0になるとともに、雨水等は透水目地部4より下部に浸
透し、ブロック2の下部に形成された貯水層7に貯水で
きる。このため、歩行時に踵にかかるショックを和らげ
ることができるとともに、ブロック表面に車椅子に都合
の悪い水勾配を設けなくてもよいブロック舗装10が得
られる。
The block pavement strengthening plate 1 having the above-described structure is installed in the corners of the blocks 2, 2, 2, 2 laid in the front-rear and left-right directions so that no gap is formed between the block 2 and the joint plate 5. Lay 2 in the front-rear and left-right directions. In this way, the block pavement 10 in which the blocks 2 are laid while interposing the block pavement strengthening plate 1 in this way is the base plate 3 of the block pavement reinforcing plates 1, 1, 1, 1 in the square portion of the laid block 2 A plurality of supporting pieces 9, 9, 9, 9 and the elastic portion 8 of the 9,
Block pavement 1 with cushioning properties by 8, 8, 8
When it becomes 0, rainwater and the like permeate below the water permeable joint 4 and can be stored in the water storage layer 7 formed at the bottom of the block 2. For this reason, it is possible to reduce the shock applied to the heel during walking, and to obtain the block pavement 10 that does not require a water gradient which is not convenient for a wheelchair on the surface of the block.

【0010】[0010]

【発明の異なる実施の形態】次に、図8ないし図45に
示す本発明の異なる実施の形態につき説明する。なお、
これらの本発明の異なる実施の形態の説明に当って、前
記本発明の第1の実施の形態と同一構成部分には同一符
号を付して重複する説明を省略する。
Different Embodiments of the Invention Next, different embodiments of the present invention shown in FIGS. 8 to 45 will be described. In addition,
In the description of these different embodiments of the present invention, the same components as those of the first embodiment of the present invention will be denoted by the same reference numerals and redundant description will be omitted.

【0011】図8ないし図12に示す本発明の第2の実
施の形態において、前記本発明の第1の実施の形態と主
に異なる点は、2分の1の大きさの長方形状のベース板
3Aと、このベース板3Aの一側面を含む上面に前後あ
るいは左右に敷設されるブロック2、2間に透水目地部
4を形成するT字状の目地板5Aを一体形成した点で、
このように形成されたブロック舗装用強化板1Aは前後
あるいは左右に敷設される側部あるいは端部のブロック
2、2間に介装されて使用することができる。
The second embodiment of the present invention shown in FIGS. 8 to 12 is mainly different from the first embodiment of the present invention in that a rectangular base having a half size is used. In that the plate 3A and the T-shaped joint plate 5A forming the water-permeable joint portion 4 are integrally formed between the blocks 2 and 2 which are laid in front and rear or left and right on the upper surface including one side surface of the base plate 3A,
The block paving strengthening plate 1A thus formed can be used by being interposed between the blocks 2 and 2 on the side portions or the end portions which are laid in the front-rear direction or the left-right direction.

【0012】図13ないし図16に示す本発明の第3の
実施の形態において、前記本発明の第1の実施の形態と
主に異なる点は、4分の1の大きさのベース板3Bと、
このベース板3Bの二側面にアングル状の目地板5Bを
一体形成した点で、このように形成されたブロック舗装
用強化板1Bは前後左右方向に敷設された角部のブロッ
ク2の外側角部に介装されて使用することができる。
The third embodiment of the present invention shown in FIGS. 13 to 16 is mainly different from the first embodiment of the present invention in that it has a base plate 3B having a size of 1/4. ,
The angled joint plate 5B is integrally formed on the two side surfaces of the base plate 3B, and the block pavement strengthening plate 1B formed in this manner is the outer corner portion of the block 2 of the corner portion laid in the front-rear and left-right directions. It can be used by interposing.

【0013】図17ないし図19に示す本発明の第4の
実施の形態において、前記本発明の第1の実施の形態と
主に異なる点は、敷設されるブロック2を前後左右方向
に弾性を付与して、敷設したブロック2の拘束やガタ付
きを防止できるように楕円形状の弾性付与部11、1
1、11、11を形成した十字状の目地板5Cを用いた
点で、このような目地板5Cを用いて構成したブロック
舗装用強化板1Cにしても、前記本発明の第1の実施の
形態と同様な作用効果が得られるとともに、前後左右方
向に敷設されるブロックに前後左右方向の弾性を付与し
て敷設したブロック2の拘束やガタ付きを防止すること
ができる。
The fourth embodiment of the present invention shown in FIGS. 17 to 19 is mainly different from the first embodiment of the present invention in that the block 2 to be laid is elastic in the front, rear, left and right directions. The elastic imparting portions 11 and 1 having an elliptical shape are provided so as to prevent the laid block 2 from being restrained or rattling.
In the point of using the cross-shaped joint plate 5C in which 1, 11, 11 are formed, the block pavement strengthening plate 1C configured by using such a joint plate 5C also has the first embodiment of the present invention. It is possible to obtain the same operational effect as that of the embodiment, and to impart the elasticity in the front-rear and left-right directions to the blocks laid in the front-rear and left-right directions to prevent the laid blocks 2 from being restrained or rattling.

【0014】図20ないし図22に示す本発明の第5の
実施の形態において、前記本発明の第4の実施の形態と
主に異なる点は、弧状の弾性付与部11A、11A、1
1A、11Aを形成した十字状の目地板5Dと、ベース
板3の上面に所定間隔で上方に突出する上方からの荷重
によって弾性変形するバー状板の複数個の支持片9Aを
形成した点で、このように形成したブロック舗装用強化
板1Dにしても、前記本発明の第4の実施の形態と同様
な作用効果が得られる。
The fifth embodiment of the present invention shown in FIGS. 20 to 22 is mainly different from the fourth embodiment of the present invention in that arc-shaped elasticity imparting portions 11A, 11A, 1
1A and 11A are formed in a cross-shaped joint plate 5D, and a plurality of bar-shaped plate support pieces 9A that are elastically deformed by a load from above protruding upward at a predetermined interval on the upper surface of the base plate 3 are formed. Even with the block pavement strengthening plate 1D thus formed, the same operational effects as those of the fourth embodiment of the present invention can be obtained.

【0015】図23ないし図26に示す本発明の第6の
実施の形態において、前記本発明の第4の実施の形態と
主に異なる点は、ベース板3C部位を含む切欠部12、
12、12、12を形成し、該切欠部12、12、1
2、12の端部に前後左右方向に突出する突出片13、
13、13、13、13、13、13、13を形成した
弾性付与部11B、11B、11B、11Bを設けた十
字状の目地板5Eと、外周部に下方へ突出する脚部14
を有するベース板3Cと、このベース板3Cの各支持部
6、6、6、6に十字状の切欠部15を有する突起部1
6、この突起部16の切欠部15で形成された舌片1
7、17、17、17の先端部に上方へ突出する突片1
8、18、18、18で構成された弾性変形する支持片
9B、9B、9B、9Bとを形成した点で、このように
形成されたブロック舗装用強化板1Eにしても、前記本
発明の第4の実施の形態と同様な作用効果が得られる。
The sixth embodiment of the present invention shown in FIGS. 23 to 26 is mainly different from the fourth embodiment of the present invention in that the notch 12 including the base plate 3C portion,
12, 12, 12 are formed and the notches 12, 12, 1 are formed.
Projecting pieces 13 projecting in the front-rear and left-right directions at the end portions of 2 and 12,
Cross-shaped joint board 5E provided with elasticity imparting portions 11B, 11B, 11B, 11B forming 13, 13, 13, 13, 13, 13, 13, and leg portions 14 protruding downward to the outer peripheral portion.
3C having a base plate, and a projection 1 having a cross-shaped notch 15 in each of the supporting parts 6, 6, 6, 6 of the base plate 3C.
6, tongue piece 1 formed by the notch 15 of the protrusion 16
Projecting piece 1 projecting upward at the tip of 7, 17, 17, 17
Since the elastically deformable support pieces 9B, 9B, 9B, 9B composed of 8, 18, 18, 18 are formed, the block pavement strengthening plate 1E thus formed also has the above-mentioned present invention. The same effect as that of the fourth embodiment can be obtained.

【0016】図27ないし図30に示す本発明の第7の
実施の形態において、前記本発明の第6の実施の形態と
主に異なる点は、ベース板3Cの各支持部6、6、6、
6に円筒状の支持片本体19、この支持片本体19の上
面に上方へ突出するように一体形成された複数個の弾性
片20とからなる支持片9C、9C、9C、9Cと、ベ
ース板3Cよりも外方へ突出する部位に、ほぼV字状の
弾性付与部11C、11C、11C、11Cおよびほぼ
中央部にV字状の弾性付与部11C、11C、11C、
11Cを設けたほぼ十字状に配置される目地板5Fとを
用いた点で、このように形成したブロック舗装用強化板
1Fにしても、前記本発明の第6の実施の形態と同様な
作用効果が得られる。
The seventh embodiment of the present invention shown in FIGS. 27 to 30 is mainly different from the sixth embodiment of the present invention in that each of the supporting portions 6, 6, 6 of the base plate 3C is different. ,
6, supporting pieces 9C, 9C, 9C and 9C, each of which has a cylindrical supporting piece body 19 and a plurality of elastic pieces 20 integrally formed on the upper surface of the supporting piece body 19 so as to project upward, and a base plate. The substantially V-shaped elastic imparting portions 11C, 11C, 11C, 11C are provided at the portions protruding outward from 3C, and the V-shaped elastic imparting portions 11C, 11C, 11C are provided at the substantially central portion.
Even if the block pavement strengthening plate 1F formed in this manner is used, in that the joint plate 5F provided with 11C and arranged in a substantially cross shape is used, the same operation as that of the sixth embodiment of the present invention is performed. The effect is obtained.

【0017】図31ないし図34に示す本発明の第8の
実施の形態において、前記本発明の第6の実施の形態と
主に異なる点は、ベース板3Cに切欠部21、21、2
1、21を形成し、該部位に薄肉でほぼ中央部に突片2
2、22、22、22を有する弾性付与部11D、11
D、11D、11Dを設けたほぼ十字状の目地板5G
と、ベース板3Cの各支持部6、6、6、6に円錐台形
状の支持片本体19A、この支持片本体19Aの上面の
外周部に複数個の透孔23、中央部に上方に突出する突
片24を有する弾性片25とからなる支持片9D、9
D、0D、9Dとを用いた点で、このように形成したブ
ロック舗装用強化板1Gにしても、前記本発明の第6の
実施の形態と同様な作用効果が得られる。
The eighth embodiment of the present invention shown in FIGS. 31 to 34 is mainly different from the sixth embodiment of the present invention in that the base plate 3C has notches 21, 21, and 2 in the cutouts.
1 and 21 are formed, and the projecting piece 2 is thinly formed in the portion at the central portion.
Elasticity imparting parts 11D, 11 having 2, 22, 22, 22
Almost cross-shaped joint plate 5G provided with D, 11D and 11D
And each of the supporting portions 6, 6, 6, 6 of the base plate 3C has a truncated cone-shaped supporting piece body 19A, a plurality of through holes 23 in the outer peripheral portion of the upper surface of the supporting piece body 19A, and protrudes upward in the central portion. Support piece 9D, 9 including an elastic piece 25 having a protruding piece 24
In terms of using D, 0D, and 9D, the block pavement strengthening plate 1G formed in this way can also obtain the same effects as the sixth embodiment of the present invention.

【0018】図35ないし図37に示す本発明の第9の
実施の形態において、前記本発明の第8の実施の形態と
主に異なる点は、ベース板3Cの各片のほぼ中央部より
内側方向に切欠部26、26、26、26を形成し、該
部位に前後左右方向に波形状に突出する弾性付与部11
E、11E、11E、11Eを形成したほぼ十字状の目
地板5Hを用いた点で、このように形成したブロック舗
装用強化板1Hにしても、前記本発明の第8の実施の形
態と同様な作用効果が得られる。
The ninth embodiment of the present invention shown in FIGS. 35 to 37 is mainly different from the eighth embodiment of the present invention in that it is located inside the substantially central portion of each piece of the base plate 3C. Forming a notch portion 26, 26, 26, 26 in the direction, and the elastic imparting portion 11 protruding in a corrugated shape in the front-rear, left-right direction in the portion
E, 11E, 11E, and 11E are used, and the substantially cross-shaped joint plate 5H is used. Even if the block pavement strengthening plate 1H thus formed is used, it is the same as the eighth embodiment of the present invention. Various operational effects can be obtained.

【0019】図38ないし図41に示す本発明の第10
の実施の形態において、前記本発明の第5の実施の形態
と主に異なる点は、四角枠形状のベース板3Dの四隅に
十字状の目地板5、5、5、5を形成するとともに、ベ
ース板3Dの各辺の中央部寄りの部位に連結板27、2
7の両端部の係合孔28、28、28、28と係合する
支持片兼用の係合ピン29、29、29、29、29、
29、29、29を形成した点で、このように構成した
ブロック舗装用強化板1Iにしてもよい。なお、本発明
の実施の形態では十字状の目地板5、5、5、5の対向
する部位の支持部6、6、6、6、6、6、6、6に支
持片9Aを形成しないものに付いて図示したが、本発明
はこれに限らず、十字状の目地板5、5、5、5の支持
部6、6、6、6、6、6、6、6に支持片9Aをそれ
ぞれ形成し、連結板27、27の四隅部位を切り欠い
て、連結できるようにしたものを用いてもよい。
The tenth aspect of the present invention shown in FIGS. 38 to 41.
In the embodiment of the present invention, the main difference from the fifth embodiment of the present invention is that the cross-shaped joint boards 5, 5, 5 and 5 are formed at the four corners of the square frame-shaped base plate 3D. The connecting plates 27, 2 are provided on the sides of the base plate 3D near the center of each side.
7, engaging pins 29, 29, 29, 29, 29 also serving as support pieces, which engage with the engaging holes 28, 28, 28, 28 at both ends of 7.
The block pavement strengthening plate 1 </ b> I configured as described above may be used in that 29, 29, 29 are formed. In the embodiment of the present invention, the supporting pieces 9A are not formed on the supporting portions 6, 6, 6, 6, 6, 6, 6, 6, 6 at the opposing portions of the cross joint plates 5, 5, 5, 5. Although the present invention is not limited to this, the present invention is not limited to this, and the supporting pieces 9A of the cross-shaped joint plates 5, 5, 5, 5 are provided on the supporting portions 6, 6, 6, 6, 6, 6, 6, 6, 6. It is also possible to use those in which the connecting plates 27, 27 are respectively formed, and the four corner portions of the connecting plates 27, 27 are cut out so that they can be connected.

【0020】図42および図43に示す本発明の第11
の実施の形態において、前記本発明の第1の実施の形態
と主に異なる点は、弾性変形することのない支持片9
E、9E、9E、9Eをベース板3に形成した点で、こ
のように構成したブロック舗装用強化板1Jにしてもよ
い。
The eleventh aspect of the present invention shown in FIGS. 42 and 43.
In the embodiment of the present invention, the main difference from the first embodiment of the present invention is that the support piece 9 that is not elastically deformed.
The reinforcing plate 1J for block paving configured as described above may be used in that E, 9E, 9E, and 9E are formed on the base plate 3.

【0021】図44および図45に示す本発明の第12
の実施の形態において、前記本発明の第7の実施の形態
と主に異なる点は、ゴム等の弾性材30を円筒状の支持
片本体19Bに上面が上方に突出するように嵌合固定し
た支持片9F、9F、9F、9Fを用いた点で、このよ
うに構成したブロック舗装用強化板1Kにしても、前記
本発明の第7の実施の形態と同様な作用効果が得られ
る。
The twelfth aspect of the present invention shown in FIGS. 44 and 45.
In the embodiment, the main difference from the seventh embodiment of the present invention is that the elastic material 30 such as rubber is fitted and fixed to the cylindrical support piece body 19B so that the upper surface thereof projects upward. With the support pieces 9F, 9F, 9F, 9F used, the block pavement strengthening plate 1K configured in this manner can also achieve the same effects as the seventh embodiment of the present invention.

【0022】[0022]

【発明の効果】以上の説明から明らかなように、本発明
にあっては次に列挙する効果が得られる。
As is apparent from the above description, the following effects can be obtained in the present invention.

【0023】(1)前後左右に敷設されるブロックの角
部の底面に位置させることができるベース板と、このベ
ース板の上面に形成された前後左右に敷設されるブロッ
ク間に透水目地部を形成する十字状の目地板と、前記ベ
ース板の上面に形成された前後左右に敷設されるブロッ
クの底面と当接して該ブロックの底面に貯水槽を形成す
る複数個の支持片とで構成されているので、雨水等をブ
ロックの目地部を介して、該ブロックの底面に形成され
た貯水槽に貯水することができる。したがって、効率よ
く雨水等を浸透させることができる。
(1) A base plate that can be positioned on the bottom surface of the corners of the blocks that are laid in front, back, left, and right, and a water-permeable joint between the blocks that are laid in front, back, left, and right formed on the upper surface of the base plate. It is composed of a cross-shaped joint plate to be formed, and a plurality of support pieces that come into contact with the bottom surface of a block laid on the upper surface of the base plate in front, rear, left and right to form a water tank on the bottom surface of the block. Therefore, rainwater or the like can be stored in the water storage tank formed on the bottom surface of the block through the joint of the block. Therefore, rainwater or the like can be efficiently permeated.

【0024】(2)前記(1)によって、ブロックの敷
設時に難しく手数がかかる水勾配を設けなくてもよく、
ブロックの敷設作業を効率よく短時間に行なうことがで
きる。また、水勾配を設けないことにより、車椅子でも
スムーズに走行することができる。
(2) According to the above (1), it is not necessary to provide a water gradient which is difficult and troublesome when laying the block,
The block laying work can be efficiently performed in a short time. In addition, by not providing a water gradient, a wheelchair can travel smoothly.

【0025】(3)前記(1)によって、敷設するブロ
ックの四角に配置するだけで目地寸法を正確に設定した
ブロックの敷設ができる。したがって、きれいなブロッ
クの敷設ができる。
(3) According to the above (1), it is possible to lay a block in which the joint size is accurately set only by arranging it in the square of the block to be laid. Therefore, a clean block can be laid.

【0026】(4)請求項2、3、4も前記(1)〜
(3)と同様な効果が得られる。
(4) Claims 2, 3 and 4 are also from the above (1) to.
The same effect as (3) can be obtained.

【0027】(5)請求項5はクッション性のあるブロ
ック舗装ができる。したがって、走行者の走行時の踵に
加わる負担を軽減することができる。
(5) According to claim 5, block pavement having cushioning properties can be provided. Therefore, it is possible to reduce the load applied to the heel of the runner when running.

【0028】(6)請求項6は敷設されるブロックの前
後左右方向に弾性力を付与して、敷設したブロックの拘
束やガタ付きを防止するすることができるとともに、常
時ブロック間の目地寸法を正確に確保することができ
る。
(6) According to claim 6, elastic force can be applied in the front-rear and left-right directions of the laid blocks to prevent the laid blocks from being restrained or rattling, and the joint size between the blocks can be constantly maintained. Can be secured accurately.

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

【図1】本発明の第1の実施の形態の使用状態の平面
図。
FIG. 1 is a plan view of a usage state of a first embodiment of the present invention.

【図2】図1の2−2線に沿う拡大断面図。FIG. 2 is an enlarged sectional view taken along line 2-2 of FIG.

【図3】図1の3−3線に沿う拡大断面図。FIG. 3 is an enlarged sectional view taken along line 3-3 of FIG.

【図4】本発明の第1の実施の形態の平面図。FIG. 4 is a plan view of the first embodiment of the present invention.

【図5】本発明の第1の実施の形態の正面図。FIG. 5 is a front view of the first embodiment of the present invention.

【図6】本発明の第1の実施の形態の底面図。FIG. 6 is a bottom view of the first embodiment of the present invention.

【図7】図4の7−7線に沿う拡大断面図。7 is an enlarged cross-sectional view taken along line 7-7 of FIG.

【図8】本発明の第2の実施の形態の使用状態の平面
図。
FIG. 8 is a plan view of the use state of the second embodiment of the present invention.

【図9】図8の9−9線に沿う拡大断面図。9 is an enlarged sectional view taken along line 9-9 of FIG.

【図10】本発明の第2の実施の形態の平面図。FIG. 10 is a plan view of the second embodiment of the present invention.

【図11】本発明の第2の実施の形態の正面図。FIG. 11 is a front view of the second embodiment of the present invention.

【図12】本発明の第2の実施の形態の側面図。FIG. 12 is a side view of the second embodiment of the present invention.

【図13】本発明の第3の実施の形態の使用状態の平面
図。
FIG. 13 is a plan view of the usage state of the third embodiment of the present invention.

【図14】図13の14−14線に沿う拡大断面図。14 is an enlarged cross-sectional view taken along the line 14-14 in FIG.

【図15】本発明の第3の実施の形態の平面図。FIG. 15 is a plan view of the third embodiment of the present invention.

【図16】本発明の第3の実施の形態の側面図。FIG. 16 is a side view of the third embodiment of the present invention.

【図17】本発明の第4の実施の形態の平面図。FIG. 17 is a plan view of the fourth embodiment of the present invention.

【図18】本発明の第4の実施の形態の正面図。FIG. 18 is a front view of the fourth embodiment of the present invention.

【図19】図17の19−19線に沿う拡大断面図。19 is an enlarged sectional view taken along the line 19-19 of FIG.

【図20】本発明の第5の実施の形態の平面図。FIG. 20 is a plan view of the fifth embodiment of the present invention.

【図21】本発明の第5の実施の形態の正面図。FIG. 21 is a front view of the fifth embodiment of the present invention.

【図22】図20の22−22線に沿う拡大断面図。22 is an enlarged cross-sectional view taken along line 22-22 of FIG.

【図23】本発明の第6の実施の形態の平面図。FIG. 23 is a plan view of the sixth embodiment of the present invention.

【図24】本発明の第6の実施の形態の正面図。FIG. 24 is a front view of the sixth embodiment of the present invention.

【図25】本発明の第6の実施の形態の底面図。FIG. 25 is a bottom view of the sixth embodiment of the present invention.

【図26】図23の26−26線に沿う断面図。26 is a sectional view taken along the line 26-26 in FIG.

【図27】本発明の第7の実施の形態の平面図。FIG. 27 is a plan view of the seventh embodiment of the present invention.

【図28】本発明の第7の実施の形態の正面図。FIG. 28 is a front view of the seventh embodiment of the present invention.

【図29】本発明の第7の実施の形態の底面図。FIG. 29 is a bottom view of the seventh embodiment of the present invention.

【図30】図27の30−30線に沿う断面図。30 is a sectional view taken along the line 30-30 of FIG. 27.

【図31】本発明の第8の実施の形態の平面図。FIG. 31 is a plan view of the eighth embodiment of the present invention.

【図32】本発明の第8の実施の形態の正面図。FIG. 32 is a front view of the eighth embodiment of the present invention.

【図33】本発明の第8の実施の形態の底面図。FIG. 33 is a bottom view of the eighth embodiment of the present invention.

【図34】図31の34−34線に沿う断面図。34 is a sectional view taken along the line 34-34 in FIG. 31.

【図35】本発明の第9の実施の形態の平面図。FIG. 35 is a plan view of the ninth embodiment of the present invention.

【図36】本発明の第9の実施の形態の正面図。FIG. 36 is a front view of the ninth embodiment of the present invention.

【図37】本発明の第9の実施の形態の底面図。FIG. 37 is a bottom view of the ninth embodiment of the present invention.

【図38】本発明の第10実施の形態の平面図。FIG. 38 is a plan view of the tenth embodiment of the present invention.

【図39】図38の39−39線に沿う拡大断面図。39 is an enlarged sectional view taken along the line 39-39 in FIG.

【図40】本発明の第10の実施の形態の底面図。FIG. 40 is a bottom view of the tenth embodiment of the present invention.

【図41】本発明の第10の実施の形態の敷設状態の説
明図
FIG. 41 is an explanatory diagram of a laid state according to the tenth embodiment of the present invention.

【図42】本発明の第11の実施の形態の平面図。FIG. 42 is a plan view of the eleventh embodiment of the present invention.

【図43】図42の43−43線に沿う断面図。43 is a cross-sectional view taken along the line 43-43 in FIG. 42.

【図44】本発明の第12の実施の形態の平面図。FIG. 44 is a plan view of the twelfth embodiment of the present invention.

【図45】図42の43−43線に沿う断面図。45 is a cross-sectional view taken along line 43-43 of FIG. 42.

【符号の説明】[Explanation of symbols]

1、1A〜1K:ブロック舗装用強化板、2:ブロッ
ク、3、3A、3B、3C、3D:ベース板、4:透水
目地部、5、5A〜5H:目地板、6:支持部、
7:貯水槽、8:弾性部、9、9A、9B、9
C、9D、9E、9F:支持片、10:ブロック舗装、
11、11A〜11D:弾性付与部、12:切欠部、
13:突出片、14:脚部、 1
5:切欠部、16:突起部、 17:舌片、1
8:突片、19、19A、19B:支持片本体、20:
弾性片、 21:切欠部、22:突片、
23:透孔、24:突片、 25:弾
性片、26:切欠部、 27:連結板、28:
係合孔、 29:係合ピン、30:弾性材。
1, 1A to 1K: Reinforcement plate for block pavement, 2: Block, 3, 3A, 3B, 3C, 3D: Base plate, 4: Water-permeable joint portion, 5A to 5H: Joint plate, 6: Support portion,
7: Water tank, 8: Elastic part, 9, 9A, 9B, 9
C, 9D, 9E, 9F: support piece, 10: block pavement,
11, 11A to 11D: elasticity imparting portion, 12: notch portion,
13: protruding piece, 14: leg, 1
5: Notch, 16: Protrusion, 17: Tongue, 1
8: Projection piece, 19, 19A, 19B: Support piece body, 20:
Elastic piece, 21: notch, 22: projecting piece,
23: through hole, 24: projecting piece, 25: elastic piece, 26: notch, 27: connecting plate, 28:
Engagement hole, 29: Engagement pin, 30: Elastic material.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 津田 外喜弘 埼玉県北葛飾郡杉戸町大字下高野159番地 42 株式会社津田ペイブトンテクニック内 Fターム(参考) 2D051 AA02 AB03 AC04 AD07 AG03 AG11 AH01 DA19 DB01 DB03 DB15 DC09    ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Yoshihiro Tsuda             159 Shimotakano, Sugito-cho, Kita-Katsushika-gun, Saitama             42 Tsuda Paveton Technique Co., Ltd. F-term (reference) 2D051 AA02 AB03 AC04 AD07 AG03                       AG11 AH01 DA19 DB01 DB03                       DB15 DC09

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 前後左右に敷設されるブロックの角部の
底面に位置させることができるベース板と、このベース
板の上面に形成された前後左右に敷設されるブロック間
に透水目地部を形成する十字状の目地板と、前記ベース
板の上面に形成された前後左右に敷設されるブロックの
底面と当接して該ブロックの底面に貯水槽を形成する複
数個の支持片とを備えることを特徴とするブロック舗装
用強化板。
1. A base plate that can be positioned on the bottom surface of a corner of a block that is laid in front, back, left, and right, and a water-permeable joint is formed between blocks that are laid in front, back, left, and right on the upper surface of the base plate. And a plurality of support pieces that come into contact with the bottom surface of a block that is laid on the upper and lower sides of the base plate and that forms a water tank on the bottom surface of the block. Reinforced plate for block pavement.
【請求項2】 前後あるいは左右に敷設されるブロック
の角部の底面に位置させることができるベース板と、こ
のベース板の一側面を含む上面に形成された、前後ある
いは左右に敷設されるブロック間に透水目地部を形成す
るT字状の目地板と、前記ベース板の上面に形成された
前後あるいは左右に敷設されるブロックの底面と当接し
て該ブロックの底面に貯水槽を形成する複数個の支持片
とを備えることを特徴とするブロック舗装用強化板。
2. A base plate that can be positioned on the bottom surface of a corner portion of a block that is laid in the front and rear or left and right, and a block that is laid in the front, rear, left and right formed on an upper surface including one side surface of the base plate. A plurality of T-shaped joint plates forming a water-permeable joint between them, and a plurality of water tanks formed on the bottom surfaces of the blocks by contacting the bottom surfaces of the blocks formed on the upper surface of the base plate in the front-rear or left-right directions. A reinforcing plate for block pavement, comprising: individual support pieces.
【請求項3】 角部に敷設されるブロックの外側角部の
底面に位置させることができるベース板と、このベース
板の上面に形成された、前記角部に敷設されるブロック
の外側角部を形成する両側面と当接するアングル状の目
地板と、前記ベース板の上面に形成された角部に敷設さ
れるブロックの底面と当接して該ブロックの底面に貯水
層を形成する少なくとも1個以上の支持片とを備えるこ
とを特徴とするブロック舗装用強化板。
3. A base plate that can be positioned on the bottom surface of the outer corner of the block laid at the corner, and an outer corner of the block laid at the corner formed on the upper surface of the base plate. And an angled joint plate that abuts both side surfaces of the base plate, and at least one piece that abuts the bottom surface of a block laid on a corner formed on the upper surface of the base plate to form a water storage layer on the bottom surface of the block. A reinforcing plate for block pavement, comprising the above support piece.
【請求項4】 前後左右に敷設されるブロックの外周部
の底面に接続状態で位置させることができる枠状のベー
ス板と、このベース板の上面に形成された敷設されるブ
ロック間に透水目地部を形成する、該ブロックの角部に
位置する4個の十字状の目地板と、前記ベース板の上面
に形成された前後左右に敷設されるブロックの底面と当
接して、該ブロックの底面に貯水層を形成する複数個の
支持片とを備えることを特徴とするブロック舗装用強化
板。
4. A frame-shaped base plate that can be positioned in a connected state on the bottom surface of the outer periphery of the blocks laid in the front, rear, left and right, and a water-permeable joint between the laid blocks formed on the upper surface of the base plate. Bottom surface of the block that abuts the four cross-shaped joint plates that are formed at the corners of the block and that form the front, rear, left, and right of the block that is formed on the upper surface of the base plate. A reinforcing plate for block pavement, comprising: a plurality of support pieces for forming a water storage layer.
【請求項5】 支持片は敷設されるブロックの上下方向
に弾性を付与できるように弾性形状あるいは弾性体が取
付けられていることを特徴とする請求項1ないし請求項
4いずれかに記載のブロック舗装用強化板。
5. The block according to claim 1, wherein the support piece is attached with an elastic shape or an elastic body so as to impart elasticity in a vertical direction of the block to be laid. Reinforcement plate for pavement.
【請求項6】 目地板には敷設されるブロックの前後左
右方向に弾性を付与できるように弾性形状あるいは弾性
体が取付けられていることを特徴とする請求項1ないし
請求項5記載のブロック舗装用強化板。
6. The block pavement according to claim 1, wherein an elastic shape or an elastic body is attached to the joint board so as to impart elasticity in the front-rear and left-right directions of the block to be laid. Strengthening board.
JP2001303747A 2001-09-28 2001-09-28 Block pavement reinforcing plate Pending JP2003105704A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001303747A JP2003105704A (en) 2001-09-28 2001-09-28 Block pavement reinforcing plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001303747A JP2003105704A (en) 2001-09-28 2001-09-28 Block pavement reinforcing plate

Publications (1)

Publication Number Publication Date
JP2003105704A true JP2003105704A (en) 2003-04-09

Family

ID=19123787

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001303747A Pending JP2003105704A (en) 2001-09-28 2001-09-28 Block pavement reinforcing plate

Country Status (1)

Country Link
JP (1) JP2003105704A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200451008Y1 (en) 2008-05-23 2010-11-17 (주)선일로에스 Edge protection guard for construction bottom brick
JP4635104B1 (en) * 2010-03-03 2011-02-23 日本興業株式会社 Pavement block connecting member
JP2011127388A (en) * 2009-12-21 2011-06-30 Tsuda Peibuton Technic:Kk Permeable pavement method using natural stone plate, the natural stone plate and reinforcing plate for the pavement used for the permeable pavement method
KR101552792B1 (en) * 2014-04-11 2015-09-14 중앙대학교 산학협력단 Joint filler and water permeable block assembly including the same

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200451008Y1 (en) 2008-05-23 2010-11-17 (주)선일로에스 Edge protection guard for construction bottom brick
JP2011127388A (en) * 2009-12-21 2011-06-30 Tsuda Peibuton Technic:Kk Permeable pavement method using natural stone plate, the natural stone plate and reinforcing plate for the pavement used for the permeable pavement method
JP4635104B1 (en) * 2010-03-03 2011-02-23 日本興業株式会社 Pavement block connecting member
JP2011179266A (en) * 2010-03-03 2011-09-15 Nihon Kogyo Co Ltd Pavement block connecting member
KR101552792B1 (en) * 2014-04-11 2015-09-14 중앙대학교 산학협력단 Joint filler and water permeable block assembly including the same

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