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JPH0643004U - Sidewalk version - Google Patents

Sidewalk version

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Publication number
JPH0643004U
JPH0643004U JP7736092U JP7736092U JPH0643004U JP H0643004 U JPH0643004 U JP H0643004U JP 7736092 U JP7736092 U JP 7736092U JP 7736092 U JP7736092 U JP 7736092U JP H0643004 U JPH0643004 U JP H0643004U
Authority
JP
Japan
Prior art keywords
sidewalk
width
road
slab
girder
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
JP7736092U
Other languages
Japanese (ja)
Inventor
康夫 渡辺
Original Assignee
日本サミコン株式会社
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Filing date
Publication date
Application filed by 日本サミコン株式会社 filed Critical 日本サミコン株式会社
Priority to JP7736092U priority Critical patent/JPH0643004U/en
Publication of JPH0643004U publication Critical patent/JPH0643004U/en
Pending legal-status Critical Current

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Abstract

(57)【要約】 【目的】 一定寸法の歩道版により種々の幅員の歩道を
施工できるようにする。 【構成】 歩道版19の幅員方向端部にそれぞれ上,下段
部20,21を形成する。そして、幅員方向に隣り合う歩道
版19の段部20,21相互を重ね合せ、この重ね代eを幅員
Fに合せて調整する。
(57) [Summary] [Purpose] To make it possible to construct sidewalks of various widths by using sidewalk plates of a certain size. [Structure] Upper and lower tiers 20 and 21 are formed at the widthwise ends of the sidewalk plate 19, respectively. Then, the step portions 20 and 21 of the sidewalk plates 19 adjacent to each other in the width direction are overlapped with each other, and the overlapping margin e is adjusted according to the width F.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は幅員方向に複数並べて歩道を形成する歩道版に関する。 The present invention relates to a sidewalk plate in which a plurality of sidewalks are arranged in the width direction to form a sidewalk.

【0002】[0002]

【従来の技術】[Prior art]

河川に沿った道路あるいは盛土等により一段高い道路などにおいて、道路の幅 員の拡大が困難な箇所に歩道あるいは自転車道を設ける場合には、道路端部から 張出して歩道を構築するようにしている。例えば、実公昭57−9444号公報 には鋼材等を使用した組立道路が提案され、この組立道路は、道路端部に幅狭な 桁材の基端を固定し、その桁材を道路の長さ方向に沿って等間隔に設け、この桁 材の先端側下部を柱体により支持し、複数の敷設体を幅員方向に並べて前記桁材 上に敷設し、さらに前記敷設体の長さ方向端面を前記桁材上で突き合わせて歩道 を形成している。またこのような組立式の歩道でコンクリート製のものとしては 、図7に示すように、道路Aの端部と路肩Bの下部とにそれぞれ基礎コンクリー ト1,2を打設し、前記道路A端部の基礎コンクリート1に幅狭な桁材3の基端 を固定し、この桁材3の先端側下部を、基礎コンクリート2に立設した支柱4に より支持し、複数のプレキャストコンクリート歩道版5を幅員方向に並べて前記 桁材3上に敷設し、かつ前記歩道版5の長さ方向端面を前記桁材3上で突き合わ せて歩道を形成している。 When a sidewalk or a bicycle path is installed at a place where it is difficult to increase the width of the road such as a road along a river or a higher road due to embankment, etc., the sidewalk is constructed to extend from the end of the road. . For example, Japanese Utility Model Publication No. 57-9444 proposes an assembly road using steel materials, etc. This assembly road fixes the base end of a narrow girder material to the end of the road, Are provided at equal intervals along the vertical direction, the lower part on the tip side of this girder is supported by a pillar, and a plurality of laying bodies are laid side by side in the width direction and laid on the girder. Are abutted on the girder to form a sidewalk. In addition, as shown in FIG. 7, such a prefabricated sidewalk made of concrete is provided with foundation concretes 1 and 2 at the end of the road A and the lower part of the shoulder B, respectively. The base end of the narrow girder material 3 is fixed to the basic concrete 1 at the end, and the lower end of the girder material 3 is supported by the pillars 4 standing on the basic concrete 2 to form a plurality of precast concrete sidewalk plates. 5 are arranged in the width direction and laid on the girder material 3, and the end faces in the length direction of the sidewalk plate 5 are abutted on the girder material 3 to form a sidewalk.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

上記従来技術の組立式の歩道では、鋼製,コンクリート製に限らず、前記複数 の敷設体あるいは歩道版5を複数幅員方向に並べて歩道を形成するようにしてる 。ところでこのような組立式歩道においては、種々の幅員Fの歩道を形成するも のであるが、従来では幅員Fが変わるとその都度歩道版5の寸法も変えなければ ならなかった。すなわち図7において幅員Fが2000ミリ、左歩道版5の幅が 1300ミリとし、この1300ミリの歩道版5を使用して幅員Fを2200ミ リにする場合では、右歩道版5の幅を200ミリ大きく成型するというように、 幅員Fの違いにより異なる幅寸法の歩道版5を成型しなければならず、そのため の型枠も必要となり、歩道版5のコストダウンの妨げとなっていた。また、この 種の歩道は直線道路に限らず、曲線道路にも施工され、その歩道版5を曲線道路 に沿って施工するには現場で歩道版5の長さ方向端部を斜めに切断したり、ある いは工場にて予めその長さ方向端部を斜めに成型したりする必要があり、曲線道 路の施工に不向きな面があり、さらに、同一歩道においても幅員Fが変わる歩道 などの施工を行うには歩道版5の幅寸法を切断するなどの別個の加工が必要があ った。 In the above-mentioned conventional assembly sidewalk, the sidewalk is not limited to steel or concrete, and the plurality of laying bodies or sidewalk plates 5 are arranged in a plurality of width directions to form a sidewalk. By the way, in such a prefabricated sidewalk, sidewalks having various widths F are formed, but conventionally, the width of the sidewalk plate 5 has to be changed each time the width F is changed. That is, in FIG. 7, the width F is 2000 mm, the width of the left sidewalk plate 5 is 1300 mm, and when the width F is set to 2200 mm using the sidewalk plate 5 of 1300 mm, the width of the right sidewalk plate 5 is It was necessary to mold the sidewalk slab 5 with different width dimensions depending on the difference in the width F, such as molding by 200 mm larger, and a formwork for that was also required, which hindered the cost reduction of the sidewalk slab 5. In addition, this type of sidewalk is not limited to straight roads, but is also applied to curved roads. To construct the sidewalk slab 5 along a curved road, cut the lengthwise end of the sidewalk slab 5 diagonally on site. Or, at the factory, it is necessary to form the lengthwise end part at an angle in advance, which is not suitable for the construction of curved roads. Furthermore, even on the same sidewalk, the width F changes. In order to carry out the construction, it was necessary to perform separate processing such as cutting the width dimension of the sidewalk slab 5.

【0004】 そこで本考案は種々の幅員の歩道を形成できる歩道版を提供することを目的と する。Therefore, an object of the present invention is to provide a sidewalk plate capable of forming sidewalks of various widths.

【0005】[0005]

【課題を解決するための手段】[Means for Solving the Problems]

本考案は幅員方向に複数並べて歩道を形成する歩道版において、前記歩道版の 幅員方向端部に重合せ段部を設けたものである。 The present invention is a sidewalk plate in which a plurality of sidewalks are arranged in the width direction to form a sidewalk.

【0006】[0006]

【作用】[Action]

歩道版はその幅を規格寸法に成型し、隣り合う前記歩道版の重合せ段部の重ね 代を調整することにより、幅員寸法の異なる歩道を形成することができる。 By forming the width of the sidewalk slab to a standard size and adjusting the overlapping margin of the overlapping step portions of the adjacent sidewalk slabs, sidewalks having different width dimensions can be formed.

【0007】[0007]

【実施例】【Example】

以下、本考案の実施例を添付図面を参照して説明する。図1ないし図5は本考 案の第1実施例を示し、同図において、Aは河川に沿ってあるいは盛土を施して 一段高く形成された道路であり、この道路Aの路肩Bに沿って組立歩道が施工さ れる。この組立歩道は、道路Aの端部と路肩Bの下部とに基礎コンクリート11, 12を打設し、道路A端部の基礎コンクリート11に、幅広なプレキャストコンクリ ート製桁材13の基端を、例えば間隔Cが3000ミリでアンカーボルト14を介し て固定し、その桁材13の先端側下部を前記路肩Bの基礎コンクリート12に立設し た支柱15により支持すると共に、このプレキャストコンクリート製からなる支柱 15にアンカーボルト16を介して前記桁材13の先端側を固定している。また、前記 桁材13の桁幅Gは例えば700ミリの幅広に形成され、その桁材13の上面により コンクリート打設面13Aを構成している。さらに、基礎コンクリート11と桁材13 、前記支柱15と桁材13の間にはそれぞれゴム製支承材17,18を介在している。前 記桁材13間に敷設されるプレキャストコンクリート歩道版19は、個々に図示しな いPC鋼材により長さ方向にプレテンションを与えたものであり、その歩道版19 の幅員方向である幅方向端部には、重合せ段部たる上,下段部20,21がそれぞれ 形成され、その上,下段部20,21は、相互に重ね合わされる重合せ面20A,21A を有する。また、その歩道版19の幅Dは例えば500ミリ、その段部20A,21A の幅Eは例えば200ミリに形成され、隣り合う歩道版19の上,下段部20,21の 重合せ面20A,21Aを重合せて敷設され、かつその歩道版19の長さ方向端面22は 、前記桁材13上に調整間隔gをおいて載置される。図中23は上,下段部20,21間 及び下段部21上に充填したモルタルコンクリートなどからなる目地材、24は前記 歩道版19の端面22,22と桁材13の上面のコンクリート打設面13Aとの間に充填し た現場打ちコンクリートなどからなる目地材である。また、25は道路Aと歩道と の境目になるガードレール、26は手摺であり、27はアスファルトあるいはコンク リート等の舗装層である。 Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings. 1 to 5 show a first embodiment of the present invention, in which A is a road formed along a river or by embankment, and along a shoulder B of this road A. An assembly sidewalk is constructed. In this assembly sidewalk, basic concrete 11 and 12 are placed at the end of road A and the lower part of shoulder B, and the base end of wide precast concrete girder material 13 is added to the basic concrete 11 at the end of road A. Are fixed with anchor bolts 14 at an interval C of 3000 mm, the lower end of the girder material 13 is supported by columns 15 standing on the foundation concrete 12 of the road shoulder B, and the precast concrete The front end side of the girder member 13 is fixed to the support column 15 made of, via an anchor bolt 16. Further, the girder width G of the girder material 13 is formed to be wide, for example, 700 mm, and the upper surface of the girder material 13 constitutes a concrete placing surface 13A. Further, rubber supporting members 17 and 18 are interposed between the foundation concrete 11 and the girder member 13, and between the pillar 15 and the girder member 13, respectively. The precast concrete sidewalk slabs 19 laid between the above-mentioned girders 13 are pre-tensioned in the length direction by PC steel materials not shown in the figure. Upper and lower step portions 20 and 21 as superposed step portions are formed at the ends, respectively, and the upper and lower step portions 20 and 21 have superposed surfaces 20A and 21A which are superposed on each other. The width D of the sidewalk slab 19 is, for example, 500 mm, and the width E of the steps 20A and 21A is 200 mm, for example, and the overlapping surfaces 20A of the upper and lower steps 20 and 21 of the adjacent sidewalk slabs 19, The lengthwise end faces 22 of the sidewalk slabs 19 are placed on the girders 13 with an adjustment interval g therebetween. In the figure, 23 is a joint material made of mortar concrete or the like filled between the upper and lower steps 20 and 21 and on the lower step 21, and 24 is a concrete placing surface of the end faces 22 and 22 of the sidewalk plate 19 and the upper surface of the girder 13. It is a joint material made of cast-in-place concrete or the like filled between 13A. Further, 25 is a guardrail which is the boundary between the road A and the sidewalk, 26 is a handrail, and 27 is a pavement layer such as asphalt or concrete.

【0008】 次に前記構成の歩道版の施工方法につき説明する。まず、歩道版19を直線の道 路Aに施工する場合は、図1ないし図4に示すように複数例えば4枚の歩道版19 を並べ、その歩道版19の長手方向端面22は桁材13上に所定の調整間隔g、例えば 250ミリ程度開けて載置する。また、幅員方向においては、図1中左端の下段 部21は重合せ面21Aを上にして配置し、隣り合う歩道版19,19は、上,下段部20 ,21の重合せ面20A,21Aを所定の重ね代eに重合せて並べ、重ね代eを調整す ることにより、幅員Fを調整することができる。そして、図1ないし図4におい ては重ね代eを略133ミリとしているが、例えばその重ね代eを段部20,21の 幅Eと同じにすると、すなわち隣り合う歩道版19,19の目地間隔を0ミリにする と歩道幅Hは2200ミリとなり、また、重ね代eを略0ミリにすると歩道幅H が略3200ミリとなり、歩道の幅員Fを大きく調整することができる。尚、図 1及び図4において幅員Fは手摺26の取付部分の例えば300ミリを前記歩道幅 Hから引いたものを示している。そして上,下段部20,21間及び下段部21上に目 地材23を充填し、また、長手方向端面22,22と桁材13のコンクリート打設面13A との間に目地材24を充填し、さらに歩道版19上に舗装層27を形成して施工を完了 する。この場合、桁材13の桁幅Gを比較的大きく形成する共に、長手方向端面22 ,22の間に調整間隔gを設けるように施工するため、この調整間隔gにより歩道 版19の長さ方向寸法誤差や、桁材13の現場施工取付誤差などを吸収することがで き、また、その桁材13上のおいて端面22,22相互を略ハ字状の配置することによ り、長手方向に隣り合う歩道版19相互を道路Aの曲線に対応して角度を持たせる こともできる。Next, a method of constructing the sidewalk slab having the above structure will be described. First, when constructing the sidewalk slab 19 on the straight road A, a plurality of, for example, four sidewalk slabs 19 are arranged as shown in FIGS. 1 to 4, and the longitudinal end face 22 of the sidewalk slab 19 is a beam material 13. A predetermined adjustment interval g, for example, about 250 mm is opened and placed on the top. Further, in the width direction, the lower step portion 21 at the left end in FIG. 1 is arranged with the superposed surface 21A facing upward, and the adjacent sidewalk plates 19 and 19 are superposed surfaces 20A and 21A of the upper and lower step portions 20 and 21. The width F can be adjusted by superposing and arranging with each other and adjusting the overlapping margin e. 1 to 4, the overlap margin e is set to approximately 133 mm. For example, if the overlap margin e is made equal to the width E of the step portions 20 and 21, that is, the joints of the sidewalk plates 19 and 19 adjacent to each other. When the distance is 0 mm, the sidewalk width H is 2200 mm, and when the overlap margin e is about 0 mm, the sidewalk width H 2 is about 3200 mm, and the width F of the sidewalk can be greatly adjusted. In FIGS. 1 and 4, the width F shows the width of the sidewalk H from which the handrail 26 is attached, for example, 300 mm. Then, the joint material 23 is filled between the upper and lower step portions 20 and 21 and on the lower step portion 21, and the joint material 24 is filled between the longitudinal end surfaces 22 and 22 and the concrete placing surface 13A of the girder material 13. Then, the pavement layer 27 is formed on the sidewalk plate 19 to complete the construction. In this case, since the girder width G of the girder member 13 is formed to be relatively large and the adjustment interval g is provided between the longitudinal end faces 22, 22, the adjustment interval g allows the length direction of the sidewalk plate 19 to be adjusted. It is possible to absorb dimensional errors and on-site installation errors of the girder material 13. Also, by arranging the end faces 22, 22 on the girder material 13 in a substantially C-shape, the longitudinal It is also possible to make the sidewalk plates 19 adjacent to each other in an angle corresponding to the curve of the road A.

【0009】 さらに、図5は本考案の歩道版19を曲線の道路Aに施工し、かつその歩道版19 により幅員の変わる歩道を施工する場合の平面図であり、図示右側の3枚の歩道 版19は重ね代eを200ミリすなわち目地間隔を0ミリとして歩道幅H1は17 00ミリであり、図示左側の3枚の歩道版19は図示右側の重ね代を200ミリと し、かつ図示左側の重ね代eを50ミリとしており、左側の歩道版19の左の歩道 幅H2は2000ミリとなる。そして、基礎コンクリート11と下段部21との間に は図5では図示しないが目地材23を充填し、左の歩道版19の目地にも目地材23を 充填し、さらに桁材13のコンクリート打設面13Aに略逆ハ字状に配置された端面 22,22と前記コンクリート打設面13Aとの間に目地材24を充填し、道路の曲線に 合せかつ幅員の変わる歩道を施工することができる。Further, FIG. 5 is a plan view of a case where the sidewalk slab 19 of the present invention is constructed on a curved road A and a sidewalk with a variable width is constructed by the sidewalk slab 19, and three sidewalks on the right side of the figure are shown. The slab 19 has an overlap margin e of 200 mm, that is, a joint space of 0 mm, and the sidewalk width H1 is 1700 mm. The three sidewalk slabs 19 on the left side of the figure have an overlap margin of 200 mm on the right side of the figure and the left side of the figure. The overlapping margin e of is 50 mm, and the left sidewalk width H2 of the left sidewalk plate 19 is 2000 mm. Although not shown in FIG. 5, a joint material 23 is filled between the basic concrete 11 and the lower part 21, and the joint 23 of the left sidewalk slab 19 is also filled. A joint material 24 may be filled between the end faces 22 and 22 arranged in a substantially inverted C-shape on the installation surface 13A and the concrete placing surface 13A to construct a sidewalk that fits the curve of the road and has a variable width. it can.

【0010】 このように本実施例では、幅員方向に複数並べて歩道を形成する歩道版におい て、歩道版19の幅員方向端部に重合せ段部20,21を設けたものであるから、種々 の幅員Fの歩道を簡単に施工することができ、しかも一種類の歩道版19で各種の 幅員Fの歩道を形成することができるため、その歩道版19の製作コストを削減す ることができる。また、重ね代eを図5のように長手方向両端側で変えることに より、同一歩道において幅員Fを自由に変えることができ、曲線道路への施工も 容易となる。さらに、隣り合う歩道版19の目地の下部は下段部21により塞がれる ため、目地材23の充填作業に目地の下部に設ける型枠が不要となり、その施工が 容易なものとなる。As described above, in the present embodiment, in the sidewalk plate in which a plurality of sidewalks are arranged in the width direction to form a sidewalk, the step portions 20 and 21 are provided at the end of the sidewalk plate 19 in the width direction. It is possible to easily construct sidewalks of width F, and since it is possible to form sidewalks of various widths F with one type of sidewalk plate 19, it is possible to reduce the manufacturing cost of the sidewalk plate 19. . Further, by changing the overlap margin e on both ends in the longitudinal direction as shown in FIG. 5, the width F can be freely changed on the same sidewalk, and the construction on a curved road becomes easy. Furthermore, since the lower part of the joint of the sidewalk slabs 19 adjacent to each other is closed by the lower step portion 21, a formwork provided at the lower part of the joint is not required for the filling work of the joint material 23, which facilitates the construction.

【0011】 また実施例上の効果として、桁材13の桁幅Gを比較的大きく形成したため、歩 道版19の長手方向端面22,22の間に調整間隔gを設けるように施工することによ り、歩道版19の長さ方向寸法誤差や、桁材13の現場施工取付誤差などを吸収する ことができる。さらに、桁材13の上面がコンクリート打設面13Aになっているた め、このコンクリート打設面13Aと端面22,22に囲まれた凹所に現場で目地材24 を簡単に充填することができる。さらにその比較的大きなコンクリート打設面13 A上に歩道版19の端面22,22相互を図5のように略逆ハ字状に配置することによ り、長手方向に隣り合う歩道版19相互を道路Aの曲線に対応して角度を持たせる ことができ、曲線の道路への施工が可能となる。Further, as an effect of the embodiment, since the girder width G of the girder material 13 is formed to be relatively large, the construction is performed such that the adjustment interval g is provided between the longitudinal end faces 22, 22 of the walking slab 19. Therefore, it is possible to absorb the dimensional error in the lengthwise direction of the sidewalk plate 19, the on-site mounting error of the girder material 13, and the like. Further, since the upper surface of the girder material 13 is the concrete placing surface 13A, it is possible to easily fill the joint material 24 on site at the recess surrounded by the concrete placing surface 13A and the end faces 22, 22. it can. Furthermore, by arranging the end faces 22, 22 of the sidewalk slab 19 on the relatively large concrete placing surface 13A in a substantially inverted C shape as shown in FIG. Can be given an angle corresponding to the curve of the road A, and the construction of the curved road becomes possible.

【0012】 図6は本考案の第2実施例を示し、上記第1実施例と同一部分に同一符号を付 しその詳細な説明を省略して詳述すると、この例では、図示左側から、左端部が 平坦面でかつ左側端部に上段部20を設けたプレキャストコンクリート歩道版19A と、両端に下段部20,20を設けた歩道版19Bと、両側に上段部21,21を設けた歩 道版19Cと、右端部に下段部21を設け、かつ右端部が平坦面な歩道版19Bを並べ て歩道の施工を行う例を示し、この例でも重ね代eを調整して種々の幅員Fの歩 道を施工することができ、第1実施例と同様な作用,効果を有する。FIG. 6 shows a second embodiment of the present invention, in which the same parts as those in the first embodiment are designated by the same reference numerals, and detailed description thereof will be omitted. A precast concrete sidewalk slab 19A with a flat left end and an upper tier 20 on the left end, a sidewalk slab 19B with lower tiers 20 and 20 on both ends, and upper tiers 21 and 21 on both sides. An example of constructing a sidewalk by arranging a sidewalk plate 19C and a lower step portion 21 at the right end and arranging a sidewalk plate 19B having a flat right end portion is shown. In this example as well, the overlapping margin e is adjusted to obtain various widths F. The walkway can be constructed, and the same action and effect as those of the first embodiment can be obtained.

【0013】 尚、本考案は上記実施例に限定されるものではなく、本考案の要旨の範囲内に おいて種々の変形実施が可能である。例えば歩道版の大きさ,形状,寸法及び上 ,下段部の寸法等は適宜選定可能である。また、歩道版はコンクリート製に限ら ず金属,木材,合成樹脂などや、これらの複合体から形成することができる。The present invention is not limited to the above embodiment, and various modifications can be made within the scope of the present invention. For example, the size, shape, and dimensions of the sidewalk slab and the dimensions of the upper and lower steps can be selected as appropriate. The sidewalk slab is not limited to concrete, and can be made of metal, wood, synthetic resin, or a composite of these.

【0014】[0014]

【考案の効果】[Effect of device]

本考案は幅員方向に複数並べて歩道を形成する歩道版において、前記歩道版の 幅員方向端部に重合せ段部を設けたものであるから、種々の幅員の歩道を形成で きる歩道版を提供することができる。 The present invention provides a sidewalk slab capable of forming sidewalks of various widths, since the sidewalk slab is formed by arranging a plurality of sidewalks in the width direction, and the stepped portion is provided at the end of the sidewalk in the width direction. can do.

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

【図1】本考案の第1実施例を示す縦断面図である。FIG. 1 is a longitudinal sectional view showing a first embodiment of the present invention.

【図2】本考案の第1実施例を示す要部の斜視図であ
る。
FIG. 2 is a perspective view of an essential part showing a first embodiment of the present invention.

【図3】本考案の第1実施例を示す正面図である。FIG. 3 is a front view showing a first embodiment of the present invention.

【図4】本考案の第1実施例を示す平面図である。FIG. 4 is a plan view showing a first embodiment of the present invention.

【図5】本考案に第1実施例を示す曲線道路に歩道版を
適用した平面図である。
FIG. 5 is a plan view in which a sidewalk plate is applied to a curved road according to the first embodiment of the present invention.

【図6】本考案の第2実施例を示す断面図である。FIG. 6 is a sectional view showing a second embodiment of the present invention.

【図7】従来例を示す断面図である。FIG. 7 is a cross-sectional view showing a conventional example.

【符号の説明】[Explanation of symbols]

A 道路 19,19A,19B,19C,19D 歩道版 20 上段部(重合せ段部) 21 下段部(重合せ段部) A Road 19, 19A, 19B, 19C, 19D Sidewalk version 20 Upper part (overlapped part) 21 Lower part (overlapped part)

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 幅員方向に複数並べて歩道を形成する歩
道版において、前記歩道版の幅員方向端部に重合せ段部
を設けたことを特徴とする歩道板。
1. A sidewalk plate in which a plurality of sidewalks are arranged in the width direction to form a sidewalk, wherein a sidewalk plate is provided at an end of the sidewalk plate in the width direction so as to overlap.
JP7736092U 1992-11-10 1992-11-10 Sidewalk version Pending JPH0643004U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7736092U JPH0643004U (en) 1992-11-10 1992-11-10 Sidewalk version

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7736092U JPH0643004U (en) 1992-11-10 1992-11-10 Sidewalk version

Publications (1)

Publication Number Publication Date
JPH0643004U true JPH0643004U (en) 1994-06-07

Family

ID=13631744

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7736092U Pending JPH0643004U (en) 1992-11-10 1992-11-10 Sidewalk version

Country Status (1)

Country Link
JP (1) JPH0643004U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101037594B1 (en) * 2008-11-19 2011-05-27 한림에코텍 주식회사 Wing block
KR101054741B1 (en) * 2010-11-22 2011-08-08 주식회사 오케이컨설턴트 Bicycle road construction method using two-point support of lateral support and bottom plate
KR101158523B1 (en) * 2011-11-25 2012-06-21 주식회사 하이드로코리아 Structure for road widening using piles and road widening method using the same
KR101242107B1 (en) * 2012-07-20 2013-03-11 디엔에스건설 주식회사 Auxiliary sidewalk and construction method thereof
KR102673831B1 (en) * 2023-09-18 2024-06-10 (주)케이모듈 Construction Method of Bicycle Road Using PHC Pile and Cap Block

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS502190A (en) * 1973-05-14 1975-01-10
JPS5061896A (en) * 1973-10-04 1975-05-27

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS502190A (en) * 1973-05-14 1975-01-10
JPS5061896A (en) * 1973-10-04 1975-05-27

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101037594B1 (en) * 2008-11-19 2011-05-27 한림에코텍 주식회사 Wing block
KR101054741B1 (en) * 2010-11-22 2011-08-08 주식회사 오케이컨설턴트 Bicycle road construction method using two-point support of lateral support and bottom plate
KR101158523B1 (en) * 2011-11-25 2012-06-21 주식회사 하이드로코리아 Structure for road widening using piles and road widening method using the same
KR101242107B1 (en) * 2012-07-20 2013-03-11 디엔에스건설 주식회사 Auxiliary sidewalk and construction method thereof
KR102673831B1 (en) * 2023-09-18 2024-06-10 (주)케이모듈 Construction Method of Bicycle Road Using PHC Pile and Cap Block

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