JPH047224Y2 - - Google Patents

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Publication number
JPH047224Y2
JPH047224Y2 JP19612986U JP19612986U JPH047224Y2 JP H047224 Y2 JPH047224 Y2 JP H047224Y2 JP 19612986 U JP19612986 U JP 19612986U JP 19612986 U JP19612986 U JP 19612986U JP H047224 Y2 JPH047224 Y2 JP H047224Y2
Authority
JP
Japan
Prior art keywords
horizontal
stair
block
rainwater
tread
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP19612986U
Other languages
Japanese (ja)
Other versions
JPS63100524U (en
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
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Priority to JP19612986U priority Critical patent/JPH047224Y2/ja
Publication of JPS63100524U publication Critical patent/JPS63100524U/ja
Application granted granted Critical
Publication of JPH047224Y2 publication Critical patent/JPH047224Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は、河川や海岸、湖沼等の堤防や護岸の
傾斜地面、あるいは公園や運動場等の傾斜地面に
階段状壁面を構築するのに使用されるブロツクに
関するものである。
[Detailed description of the invention] (Field of industrial application) This invention can be used to construct stepped walls on the sloped ground of embankments and seawalls of rivers, coasts, lakes, etc., or on the sloped ground of parks and playgrounds, etc. This is related to the block that will be displayed.

(従来の技術) 傾斜主版の上端部に水平踏版の後端部を接続
し、該傾斜主版と水平踏版間に支柱を設けて成る
階段ブロツクを、重量擁壁又は張ブロツク壁の一
種として傾斜地面に敷設して護岸壁面や観覧席用
壁面を形成し、該壁面上を歩行移動する際の通路
段面に利用したり、該壁面を魚釣をする際の座席
段面や運動競技等を観覧する際の座席段面に利用
することは既に提案されている。
(Prior art) A stair block is constructed by connecting the rear end of a horizontal tread to the upper end of the slanted main siding, and providing a support between the slanted main siding and the horizontal tread. As a type of construction, it can be laid on sloping ground to form a seawall or a wall for spectator seats, and can be used as a step for walking on the wall, or as a step for seating when fishing or for exercise. It has already been proposed to use it as a seating tier when watching competitions, etc.

(考案が解決しようとする問題点) しかしながら従来の階段ブロツクでは、降雨水
や洗浄水を迅速かつ的確に排除する手段が特に講
じられていないため、降雨水や洗浄水が水平踏版
上に滞留し易く、降雨や座席面の洗浄作業後、相
当長時間経過しなければ水平踏版面が乾かないも
のであつた。
(Problem that the invention aims to solve) However, in conventional stair blocks, there is no particular means for quickly and accurately removing rainwater and washing water, so rainwater and washing water remain on the horizontal treads. The horizontal tread surface did not dry until a considerable period of time had passed after rain or after cleaning the seat surface.

このように水平踏版が水に濡れて水溜りがある
状態では、歩行者が足を滑らせて河川等に転落す
る危険性があり、また、釣人や観覧者が着席を躊
躇するので座席段面としての利用率を低下させる
ことになる。
If the horizontal tread gets wet and there are puddles, there is a risk that pedestrians may slip and fall into the river, etc., and anglers and spectators may hesitate to take a seat, so the seating steps may be removed. This will reduce the utilization rate as a surface.

更に従来の階段ブロツクでは、降雨水等が傾斜
主版の裏側に回り込んで傾斜主版の支持地盤に浸
透し、該部の土砂を流出させてしまう恐れも指摘
されており、この土砂流出による護岸壁面や観覧
壁面の崩壊防止対策が望まれている。
Furthermore, with conventional stair blocks, it has been pointed out that there is a risk that rainwater, etc. may enter the back side of the sloped main block and infiltrate the supporting ground of the sloped main block, causing the earth and sand in that area to flow out. Measures to prevent the collapse of seawalls and viewing walls are desired.

従つて本考案の目的は、水平踏版上面が比較的
早期に乾くため、水平踏面を通路段面や座席段面
として安全かつ快適に利用できると共に、雨水が
傾斜主版の裏側に回り込んで支持地盤の土砂を流
出させる恐れがない、階段ブロツクを提供するこ
とである。
Therefore, the purpose of this invention is that the upper surface of the horizontal tread dries relatively quickly, allowing the horizontal tread to be used safely and comfortably as an aisle step or seat step, and also to prevent rainwater from flowing around the back side of the main slanted tread. To provide a stair block that is free from the risk of soil and sand on the supporting ground flowing out.

(問題点を解決するための手段) 以下、添付図面中の参照符号を用いて説明する
と本考案の階段ブロツクは、傾斜地面5上に敷設
される傾斜主版1と、該傾斜主版1の上端部1a
に後端部2bが接続された水平踏版2と、傾斜主
版1と水平踏版2間に設けた支柱3とから成り、
水平踏版2と支柱3の一方又は双方に傾斜主版1
上面へ雨水等を導く水抜き路4を設け、該傾斜主
版1上面に導かれた雨水等を隣接する下位ブロツ
クの水平踏版2上面に流下させるものである。
(Means for Solving the Problems) The stair block of the present invention will be explained below using the reference numerals in the attached drawings. Upper end 1a
It consists of a horizontal treadle 2 to which the rear end 2b is connected, and a support 3 provided between the inclined main tread 1 and the horizontal treadle 2,
Slanted main slab 1 on one or both of horizontal tread 2 and support 3
A drain passage 4 is provided to guide rainwater etc. to the upper surface, and the rainwater etc. led to the upper surface of the inclined main block 1 is made to flow down to the upper surface of the horizontal step 2 of the adjacent lower block.

(作用) この階段ブロツクで河川の護岸壁面や運動場の
観覧用壁面を構築するとき、傾斜主版1が敷設さ
れる傾斜地面5は、必要に応じて基礎部に砂利や
砕石を打込み充填し表層部に砂等を展圧すること
によつて、予め所定の傾斜角度に仕上げられ、傾
斜主版1は水平踏版2が水平位置に来るよう該傾
斜地面5上に設置される。
(Function) When constructing a river revetment wall or a viewing wall for a sports field using this stair block, the sloped ground 5 on which the sloped main slab 1 is laid can be filled with gravel or crushed stone at the foundation as necessary to create a surface layer. The main slab 1 is finished at a predetermined angle of inclination by applying sand or the like to the main slab 1, and the main slab 1 is installed on the sloping ground 5 so that the horizontal step 2 is in a horizontal position.

第8図に示したように傾斜地面5の下端に連続
した下方平地面8には、必要に応じて現場打ちコ
ンクリート基礎6上に基礎コンクリート部材7が
固設され、階段ブロツクは下側から順次積上げら
れる。
As shown in FIG. 8, on the lower flat ground 8 that is continuous with the lower end of the sloping ground 5, foundation concrete members 7 are fixedly installed on the cast-in-place concrete foundation 6 as necessary, and the stair blocks are arranged sequentially from the bottom. It is piled up.

第7図に示したように構築された階段状壁面に
おいては、水平踏版2上面の雨水等は水抜き路4
を通つて傾斜主版1上面に導かれ、該傾斜主版1
上面から下位の階段ブロツクの水平踏版2上面に
流下する。このように傾斜主版1の背面に回り込
まない流下形態をとりながら、雨水等は最下位の
階段ブロツクへ移動し、傾斜地面5下端に隣接す
る平地面8に流出排除される。第8に示したよう
に護岸壁面において水面17が階段ブロツクの一
部を越えている場合には、雨水等は該水面17に
流れ込むことになる。
In the stepped wall constructed as shown in Fig. 7, rainwater etc. on the upper surface of the horizontal tread 2 is drained through the drainage channel 4.
is guided to the upper surface of the inclined main plate 1 through the inclined main plate 1.
It flows down from the top surface to the top surface of the horizontal tread 2 of the lower stair block. In this way, rainwater, etc. moves to the lowest stair block while not flowing around the back surface of the inclined main block 1, and is discharged to the flat ground 8 adjacent to the lower end of the inclined ground 5. As shown in Fig. 8, if the water surface 17 on the bank wall surface exceeds a part of the stair block, rainwater, etc. will flow into the water surface 17.

(実施例) 第1図から第8図に示した実施例では、水抜き
路4は、水平踏版2の前端部上面に左右方向に貫
通形成した横溝4aと、水平踏版2の後端部上面
に左右方向に貫通形成した横溝4bと、左右両端
部の支柱3の側面に形成され、上端が該横溝4b
の左右末端に連通し、下端が支柱3の正面に開口
した傾斜溝4cと、前記横溝4aの左右末端と該
傾斜溝4cを連絡する縦溝4dとで構成されてい
る。
(Embodiment) In the embodiments shown in FIGS. 1 to 8, the drain passage 4 is formed by a horizontal groove 4a formed through the upper surface of the front end of the horizontal treadle 2 in the left-right direction, and a lateral groove 4a formed at the rear end of the horizontal treadle 2. A horizontal groove 4b is formed in the upper surface of the support column 3 in the left and right direction, and a horizontal groove 4b is formed in the side surface of the support column 3 at both the left and right ends, and the upper end thereof is formed in the horizontal groove 4b.
It is composed of an inclined groove 4c that communicates with the left and right ends of the support column 3 and whose lower end is open to the front of the support column 3, and a vertical groove 4d that communicates the left and right ends of the horizontal groove 4a and the inclined groove 4c.

本実施例では水平踏版2への降雨水や洗浄水は
前記横溝4a,4bに流入し、該横溝4a,4b
に沿つて水平踏版2の左右端部に誘導され、直接
又は縦溝4dを通つて傾斜溝4cに流下し、傾斜
主版1の左右端部上面に到達する。この降雨水や
洗浄水は更に該傾斜主版1の上面に沿つて下位の
階段ブロツクの水平踏版2の左右端部上面に流れ
て行く。
In this embodiment, rain water and washing water to the horizontal step plate 2 flow into the horizontal grooves 4a, 4b, and the horizontal grooves 4a, 4b
It is guided to the left and right ends of the horizontal stepping board 2 along the horizontal step plate 2, flows down into the inclined groove 4c directly or through the vertical groove 4d, and reaches the upper surface of the left and right ends of the inclined main board 1. This rainwater and washing water further flows along the upper surface of the inclined main slab 1 to the upper surfaces of the left and right ends of the horizontal treads 2 of the lower stair block.

水平踏版2の前端部の横溝4aは、水平踏版2
上を歩行する者の足裏や靴裏と水平踏版2の間の
摩擦抵抗を増大させ、良好な滑り止め手段として
も機能する。横溝4aは水平踏版2の全面に多数
本設けてもよい。
The horizontal groove 4a at the front end of the horizontal stepping board 2
It increases the frictional resistance between the soles of the feet or shoes of the person walking on it and the horizontal tread plate 2, and also functions as a good anti-slip means. A large number of lateral grooves 4a may be provided on the entire surface of the horizontal stepping board 2.

更に本実施例では、支柱3,3の間に比較的深
い空洞部4eを設けてあるので、河川等の護岸壁
面を構築した場合、水面17より下にある階段ブ
ロツクの該空洞部4eは好適な魚巣空間として利
用できる。また、水面17より上にある階段ブロ
ツクの空洞部4eは手荷物類の好適な収納空間と
して利用できる。公園や運動上等の観覧用壁面を
構築した場合には、上から下までの全部の階段ブ
ロツクの空洞部4eを手荷物類等の収容空間に利
用できる。この空洞部4eの存在によつて、水平
踏版2の上面全部を通路段面や座席段面として有
効に活用でき、手荷物類が歩行や着席、魚釣等の
障害になることがない。
Furthermore, in this embodiment, since a relatively deep cavity 4e is provided between the pillars 3, 3, when building a revetment wall for a river, etc., the cavity 4e of the stair block below the water level 17 is suitable. It can be used as a fish nest space. Further, the cavity 4e of the stair block above the water level 17 can be used as a suitable storage space for luggage. When constructing a viewing wall for a park, sports, etc., the cavity 4e of the entire staircase block from top to bottom can be used as a storage space for baggage, etc. Due to the existence of the hollow portion 4e, the entire upper surface of the horizontal treadle 2 can be effectively used as a passage step surface or a seat step surface, and baggage does not become an obstacle for walking, sitting, fishing, etc.

尚、本考案の主題である降雨水の排除には関係
ないが、本実施例の階段ブロツクには、上下左右
に隣接する階段ブロツクを整然と敷設し、相互の
位置ずれを的確に阻止するインターロツク型接合
構造が付加されている。
Although this is not related to the elimination of rain water, which is the subject of the present invention, the stair blocks of this embodiment have an interlock system that allows adjacent stair blocks vertically, horizontally, and vertically to be laid in an orderly manner, and to accurately prevent mutual displacement. A mold joining structure is added.

このインターロツク型接合構造は、傾斜主版1
の上下各端部に相符号した誘導面付き雄型突起9
と雌型凹部10を不連続に複数個形成し、雄型突
起9,9間に凹平面11を形成し、雌型凹部1
0,10の間に凸平面12を形成し、傾斜主版1
を貫通した連結孔13の上下各端を該凸平面12
と凹平面11に開口させたものである。
This interlock type joint structure
Male protrusions 9 with corresponding guiding surfaces at the upper and lower ends of the
A plurality of female type recesses 10 are formed discontinuously, a concave plane 11 is formed between the male type protrusions 9, and a female type recess 1 is formed.
A convex plane 12 is formed between 0 and 10, and the inclined main plate 1
The upper and lower ends of the connecting hole 13 passing through the convex plane 12
The concave plane 11 is opened.

施工に当つては、現場打ち基礎コンクリート部
又は基礎コンクリート部材7上に最下位の階段ブ
ロツクが積まれる。この最下位の基礎型の階段ブ
ロツクは、それより上方に積まれる基本型の階段
ブロツクに対して雄型突起9の形状位置において
若干相違している。
During construction, the lowest staircase block is stacked on the cast-in-place foundation concrete section or foundation concrete member 7. This lowest basic type stair block is slightly different from the basic type stair blocks stacked above it in the shape and position of the male protrusion 9.

下位の階段ブロツクの雌型凹部10に上位の階
段ブロツクの雄型突起9を密接嵌合し、下位の階
段ブロツクの凸平面12を上位の階段ブロツクの
凹平面11に当接させることによつて、上下の階
段ブロツクが順次積上げられる。このとき、断面
三角形状の雄型突起9の左右の傾斜誘導面9a,
9b及び上下の傾斜誘導面9c,9dは、断面三
角形状の雌型突起10の左右の傾斜誘導面10
a,10b及び上下の傾斜誘導面10c,10d
と協働して上下左右の傾斜主版1,1が所定の接
合位置を占めるよう誘導する。
By tightly fitting the male protrusion 9 of the upper stair block into the female recess 10 of the lower stair block, and bringing the convex surface 12 of the lower stair block into contact with the concave surface 11 of the upper stair block. , the upper and lower stair blocks are stacked one after another. At this time, the left and right inclined guide surfaces 9a of the male protrusion 9 having a triangular cross section,
9b and the upper and lower inclined guiding surfaces 9c and 9d are the left and right inclined guiding surfaces 10 of the female projection 10 having a triangular cross section.
a, 10b and upper and lower inclined guide surfaces 10c, 10d
The upper, lower, left, and right inclined main plates 1, 1 are guided to occupy a predetermined joining position.

そして、基礎コンクリート部材7から突出した
根付き鉄筋に固着した連結鉄筋又は該基礎コンク
リート部材7に端部を埋設固定した連結鉄筋14
が、第16図に示したように上下に隣接した階段
ブロツクの前記連結孔13,13に挿通される。
連結鉄筋の挿通作業性を良くするため、連結孔1
3の横断面は楕円形状になつている。
Then, the connecting reinforcing bars 14 are fixed to the rooted reinforcing bars protruding from the foundation concrete member 7 or the connecting reinforcing bars 14 whose ends are buried and fixed in the foundation concrete member 7.
are inserted into the connecting holes 13, 13 of the vertically adjacent stair blocks as shown in FIG.
In order to improve the workability of inserting the connecting reinforcing bars, connecting holes 1
3 has an elliptical cross section.

1本又は複数本を適宜継いだ連結鉄筋14は緊
張され、連結鉄筋14の上端は、傾斜地面5の上
端に連続する上方平地面15に打設した天端コン
クリート版部16に挿入固定される。尚、連結孔
13と連結鉄筋14の空隙にモルタルを充填する
こともできる。
The connecting reinforcing bars 14, in which one or more reinforcing bars are spliced as appropriate, are tensioned, and the upper ends of the connecting reinforcing bars 14 are inserted and fixed into the crown concrete slab part 16 cast in the upper flat ground 15 that is continuous with the upper end of the sloping ground 5. . Incidentally, the gap between the connecting hole 13 and the connecting reinforcing bar 14 can also be filled with mortar.

第9図と第10図に示した実施例では、水抜き
路4は、水平踏版2の前端部上面に左右方向に形
成した横溝4aと、水平踏版2の後端部上面に左
右方向に形成した横溝4bと、左右に隣接する支
柱3,3の間の空洞部4eと、横溝4aと該空洞
部4eを連絡する縦孔4fと、横溝4b空洞部4
eを連絡する傾斜透孔4gとで構成されている。
In the embodiment shown in FIGS. 9 and 10, the drain passage 4 includes a horizontal groove 4a formed in the left-right direction on the upper surface of the front end of the horizontal step 2, and a horizontal groove 4a formed in the upper surface of the rear end of the horizontal step 2 in the left-right direction. A horizontal groove 4b formed in the horizontal groove 4b, a cavity 4e between the right and left adjacent columns 3, 3, a vertical hole 4f connecting the horizontal groove 4a and the cavity 4e, and a horizontal groove 4b cavity 4
and an inclined through hole 4g that connects the hole 4g.

本実施例では、水平踏版2への降雨水や洗浄水
は横溝4a,4bに流入して縦孔4f、傾斜透孔
4gに誘導され、空洞部4eを通つて傾斜主版1
の本体部上面に到達する。更に降雨水等は該傾斜
主版1上面に沿つて下位の階段ブロツクの水平踏
版2の本体部上面に流れて行く。尚、本実施例に
おいても上記と同様なインターロツク型接合構造
が付加されている。
In this embodiment, rain water and cleaning water flowing into the horizontal tread 2 flow into the horizontal grooves 4a and 4b, are guided to the vertical hole 4f and the slanted through hole 4g, and pass through the cavity 4e to the slanted main stile 1.
reaches the top of the main body. Further, rainwater and the like flow along the upper surface of the inclined main slab 1 to the upper surface of the main body of the horizontal tread 2 of the lower staircase block. Incidentally, in this embodiment as well, an interlock type junction structure similar to that described above is added.

第11図に示した実施例では水抜き路4は、水
平踏版2の前端部上面に左右方向に形成した横溝
4aと、左右に隣接する支柱3,3の間の空洞部
4eと、横溝4aと該空洞部4eを連絡する縦孔
4fとで構成されている。
In the embodiment shown in FIG. 11, the drain passage 4 includes a horizontal groove 4a formed in the left-right direction on the upper surface of the front end of the horizontal step 2, a cavity 4e between the left and right adjacent columns 3, and a horizontal groove. 4a and a vertical hole 4f that communicates the hollow portion 4e.

第12図に示した実施例では水抜き路4は、左
右に隣接する支柱3,3の間の空洞部4eと、横
水平踏版2の後端部上面に上端が開口し、下端が
空洞部4eに開口した傾斜透孔4hとで構成され
ている。
In the embodiment shown in FIG. 12, the drain passage 4 has an open upper end in the hollow part 4e between the left and right adjacent pillars 3 and the upper surface of the rear end of the horizontal tread 2, and a hollow lower end. It is composed of an inclined through hole 4h opened in the portion 4e.

第13図に示した実施例では水抜き路4は、左
右に隣接する支柱3,3の間の空洞部4eと、上
端が水平踏版2の前端部上面に開口し、下端が該
空洞部4eに開口した縦孔4iとで構成されてい
る。
In the embodiment shown in FIG. 13, the drain passage 4 has a cavity 4e between the right and left adjacent pillars 3, 3, an upper end opening on the upper surface of the front end of the horizontal treadle 2, and a lower end opening in the cavity 4e. It is composed of a vertical hole 4i opened in 4e.

第14図と第15図に示した実施例では水抜き
路4は、左右に隣接する支柱3,3の間の空洞部
4eと、上端が水平踏版2の後端部上面に開口
し、下端が該空洞部4eに開口した傾斜溝孔4j
とで構成されている。水平踏版2の上面全体に
は、滑り止め用突起部18を設けてあり、水平踏
版2の上面は、前記傾斜溝孔4jへの降雨水等の
流入を促進するため、傾斜溝孔4j側が低くなる
よう勾配αを付けてある。尚、本実施例において
も上記各実施例と同様なインターロツク型接合構
造が付加されている。
In the embodiment shown in FIGS. 14 and 15, the drain passage 4 has a hollow portion 4e between the left and right adjacent pillars 3, and an upper end thereof opens on the upper surface of the rear end of the horizontal treadle 2. An inclined groove hole 4j whose lower end opens into the cavity 4e.
It is made up of. A non-slip protrusion 18 is provided on the entire upper surface of the horizontal treadle 2, and the upper surface of the horizontal treadle 2 is provided with an slanted groove hole 4j in order to promote the inflow of rainwater etc. into the slanted groove hole 4j. A slope α is added so that the sides are lower. It should be noted that this embodiment also includes an interlock type junction structure similar to those of the above embodiments.

この水抜き路4の形状構造は上記のものに特に
限定されず、降雨水等が傾斜主版1の下に入り込
まずに傾斜主版1の上面に沿つて流下するよう適
宜設計選択される。
The shape and structure of this drain passage 4 is not particularly limited to the above-mentioned one, and is appropriately designed and selected so that rainwater, etc. flows down along the upper surface of the inclined main plate 1 without entering under the inclined main plate 1.

(考案の効果) 以上のように本考案は、傾斜地面5上に敷設さ
れる傾斜主版1と、該傾斜主版1の上端部1aに
後端部2bが接続された水平踏版2と、傾斜主版
1と水平踏版2間に設けた支柱3とから成る階段
ブロツクにおいて、水平踏版2と支柱3の一方又
は双方に傾斜主版1上面へ雨水等を導く水抜き路
4を設け、該傾斜主版1上面に導かれた降雨水や
洗浄水等を隣接する下位ブロツクの水平踏版2上
面に流下させるようにしたので、降雨水等が迅速
かつ的確に排除され、降雨や座席面の洗浄作業
後、比較的短時間のうちに水平踏版面が乾くこと
になる。
(Effects of the invention) As described above, the present invention includes the inclined main slab 1 laid on the inclined ground 5, and the horizontal step slab 2 whose rear end 2b is connected to the upper end 1a of the inclined main slab 1. , in a staircase block consisting of a support 3 provided between an inclined main step 1 and a horizontal step 2, a drain passage 4 is provided in one or both of the horizontal step 2 and the support 3 to guide rainwater etc. to the upper surface of the inclined main step 1. Since the rainwater, washing water, etc. led to the upper surface of the inclined main block 1 are made to flow down to the upper surface of the horizontal stepboard 2 of the adjacent lower block, the rainwater etc. can be quickly and accurately removed, and the rainwater and washing water can be removed quickly and accurately. After cleaning the seat surface, the horizontal tread surface will dry within a relatively short period of time.

そのため、水平踏版2上面の水溜りによつて水
平踏版2の通路断面としての利用が妨げられるこ
とがなく、水濡れ状態の水平踏版2に足を滑らせ
て歩行者が河川等に転落する危険性が大幅に減少
すると共に、釣人や観覧者は快適な状態で水平踏
版2を座席断面として早期に有効利用することが
できる。
Therefore, the puddle on the top surface of the horizontal treadle 2 does not impede the use of the horizontal treadle 2 as a cross-section of the passage, and pedestrians who slip on the wet horizontal treadle 2 can walk into rivers, etc. The risk of falling is greatly reduced, and anglers and spectators can quickly and effectively use the horizontal tread 2 as a seat section in a comfortable condition.

また、本考案の階段ブロツクでは上記水抜き路
4が存在するため、降雨水等が傾斜主版の裏側に
回り込んで支持地盤の土砂を流出させてしまう恐
れがなくなり、土砂流出による護岸壁面や観覧壁
面の崩壊が的確に防止される。
In addition, since the stair block of the present invention has the drain passage 4, there is no risk that rainwater, etc. will go around the back side of the main slope and wash away the earth and sand on the supporting ground, and the revetment wall surface due to earth and sand runoff is eliminated. Collapse of the viewing wall is accurately prevented.

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

第1図から第8図は本考案の一実施例に係る階
段ブロツクを示し、第1図は該階段ブロツクの斜
視図、第2図は該階段ブロツクの正面図、第3図
は該階段ブロツクの平面図、第4図は該階段ブロ
ツクの左側面図、第5図は第2図のA−A線断面
図、第6図は第2図のB−B線断面図、第7図は
該階段ブロツクの使用状態を示す斜視図、第8図
が該階段ブロツクの積上げ状態の一例を示す縦断
面図である。第9図は本考案の別の実施例に係る
階段ブロツクの平面図、第10図は第9図のD−
D線断面図である。第11図は本考案の他の実施
例に係る階段ブロツクの縦断面図、第12図は本
考案の更に他の実施例に係る階段ブロツクの縦断
面図、第13図は本考案の更に別の実施例に係る
階段ブロツクの縦断面図である。第14図は本考
案の更に他の実施例に係る階段ブロツクの斜視
図、第15図は該階段ブロツクの縦断面図であ
る。第16図は積上げ状態における階段ブロツク
の第4図C−C線に沿つた断面図である。 1……傾斜主版、2……水平踏版、3……支
柱、4……水抜き路、5……傾斜地面、7……基
礎コンクリート部材、8……下方平地面、9……
雄型突起、10……雌型凹部、11……凹平面、
12……凸平面、13……連結孔、14……連結
鉄筋、15……上方平地面、16……天端コンク
リート版部、17……水面、18……滑り止め突
起。
1 to 8 show a stair block according to an embodiment of the present invention, FIG. 1 is a perspective view of the stair block, FIG. 2 is a front view of the stair block, and FIG. 3 is a front view of the stair block. 4 is a left side view of the stair block, FIG. 5 is a sectional view taken along the line A-A in FIG. 2, FIG. 6 is a sectional view taken along the line B-B in FIG. 2, and FIG. FIG. 8 is a perspective view showing how the stair blocks are used, and FIG. 8 is a longitudinal sectional view showing an example of how the stair blocks are stacked. FIG. 9 is a plan view of a stair block according to another embodiment of the present invention, and FIG.
It is a sectional view taken along the D line. FIG. 11 is a vertical cross-sectional view of a stair block according to another embodiment of the present invention, FIG. 12 is a vertical cross-sectional view of a stair block according to yet another embodiment of the present invention, and FIG. 13 is a longitudinal cross-sectional view of a stair block according to yet another embodiment of the present invention. FIG. 3 is a vertical cross-sectional view of a stair block according to an embodiment of the present invention. FIG. 14 is a perspective view of a stair block according to still another embodiment of the present invention, and FIG. 15 is a longitudinal sectional view of the stair block. FIG. 16 is a sectional view taken along the line C--C in FIG. 4 of the stair blocks in a stacked state. 1... Slanted main slab, 2... Horizontal tread, 3... Support, 4... Drainage path, 5... Sloped ground, 7... Foundation concrete member, 8... Lower level ground, 9...
Male projection, 10...Female recess, 11...Concave plane,
12... Convex plane, 13... Connecting hole, 14... Connecting reinforcing bar, 15... Upper flat ground, 16... Top concrete slab, 17... Water surface, 18... Anti-slip protrusion.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 傾斜地面5上に敷設される傾斜主版1と、該傾
斜主版1の上端部1aに後端部2bが接続された
水平踏版2と、傾斜主版1と水平踏版2間に設け
た支柱3とから成り、水平踏版2と支柱3の一方
又は双方に傾斜主版1上面へ雨水等を導く水抜き
路4を設け、該傾斜主版1上面に導かれた雨水等
を隣接する下位ブロツクの水平踏版2上面に流下
させる階段ブロツク。
A slanted main slab 1 laid on a sloping ground 5, a horizontal tread 2 whose rear end 2b is connected to the upper end 1a of the slanted main slate 1, and a horizontal tread 2 installed between the slanted main slab 1 and the horizontal tread 2. A drain passage 4 is provided on one or both of the horizontal tread 2 and the support 3 to guide rainwater, etc. to the upper surface of the slanted main slab 1, and the rainwater etc. guided to the upper surface of the slanted main slab 1 is drained from the adjacent slanted main slab 1. A stair block that flows down to the upper surface of the horizontal tread 2 of the lower block.
JP19612986U 1986-12-20 1986-12-20 Expired JPH047224Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19612986U JPH047224Y2 (en) 1986-12-20 1986-12-20

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19612986U JPH047224Y2 (en) 1986-12-20 1986-12-20

Publications (2)

Publication Number Publication Date
JPS63100524U JPS63100524U (en) 1988-06-30
JPH047224Y2 true JPH047224Y2 (en) 1992-02-26

Family

ID=31154664

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19612986U Expired JPH047224Y2 (en) 1986-12-20 1986-12-20

Country Status (1)

Country Link
JP (1) JPH047224Y2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07107270B2 (en) * 1989-11-28 1995-11-15 杉晃 草竹 Slope stair block
WO2005093166A1 (en) * 2004-03-29 2005-10-06 Kimio Tada Stair block and stair construction method
JP6704381B2 (en) * 2017-11-01 2020-06-03 株式会社ニュー・メソッド Rainwater guide stairs, precast concrete blocks and blocks for rainwater guide stairs

Also Published As

Publication number Publication date
JPS63100524U (en) 1988-06-30

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