JPH0248484Y2 - - Google Patents
Info
- Publication number
- JPH0248484Y2 JPH0248484Y2 JP10393285U JP10393285U JPH0248484Y2 JP H0248484 Y2 JPH0248484 Y2 JP H0248484Y2 JP 10393285 U JP10393285 U JP 10393285U JP 10393285 U JP10393285 U JP 10393285U JP H0248484 Y2 JPH0248484 Y2 JP H0248484Y2
- Authority
- JP
- Japan
- Prior art keywords
- stone
- slab
- stone slab
- area
- mortar
- 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
Links
- 239000004575 stone Substances 0.000 claims description 24
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 238000000034 method Methods 0.000 description 8
- 239000004570 mortar (masonry) Substances 0.000 description 7
- 238000010276 construction Methods 0.000 description 6
- 239000004576 sand Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
Description
【考案の詳細な説明】
〔産業上の利用分野〕
本考案は例えば公園の歩道等に、簡単な施工に
よつて安定よく石張できる板石構造体に関するも
のである。[Detailed Description of the Invention] [Industrial Field of Application] The present invention relates to a stone slab structure that can be stably covered with stones by simple construction, for example, on sidewalks in parks.
従来、例えば公園の歩道等の石張り施工には以
下に述べるような二つの方法が知られている。即
ち、第一の方法は砂利ぎめをした上に砂を敷いて
板石を並べ、これらの板石の目地にモルタルを充
填して固定する、いわゆる砂ずえと称される方法
であり、第二の方法は砂利ぎめをした上に基礎コ
ンクリート打ちをし、その上に空錬モルタルを敷
き、さらにモルタルを塗りつけて板石を並べるも
のである。
BACKGROUND ART Conventionally, the following two methods have been known for constructing stone-clad sidewalks in parks, for example. In other words, the first method is to lay out sand on top of gravel, line up flagstones, fill the joints of these slabs with mortar, and fix them in place. The method is to pour concrete on top of the gravel, lay dry mortar on top of it, spread mortar over it, and lay out the flagstones.
しかしながら上記第一の方法では各板石が薄い
ため板石相互の固定が十分でなく、短期間で動い
て傾いたりでこぼこを生じさせることがあり、ま
た、第二の方法では基礎工事の費用が嵩み、さら
に工事期間が長く掛かるといつた問題があつた。 However, in the first method mentioned above, each stone slab is thin, so the stones are not fixed to each other sufficiently, and may move in a short period of time, causing tilting or unevenness.In addition, in the second method, the cost of foundation work is high. There were problems with the bulk and the long construction period.
本考案は、砂ずえ工法で施工できて、しかも強
固に石張りできる板石構造体を提供することを目
的とするものである。
The object of the present invention is to provide a stone slab structure that can be constructed using the sand sloping method and that can be firmly covered with stone.
所要の面積を持つた板石の下面に該板石と同面
積でかつ所要の厚さを持つたコンクリート製のブ
ロツクを接合すると共に、該ブロツクの下面に板
石より小面積の凸部を突設し、さらに該凸部には
その先端が側端面から突出する長さの鉄筋を埋設
して構成する。
A concrete block with the same area and required thickness as the slab is joined to the bottom surface of the slab with the required area, and a convex part with a smaller area than the slab is protruded on the bottom of the block. Further, a reinforcing bar having a length such that its tip protrudes from the side end surface is embedded in the convex portion.
各板石構造体を並べることによつて互いの凸部
間に空隙が形成され、目地より流入されるモルタ
ルが所要高さのブロツク側壁及び前記空隙に充填
し、さらに鉄筋にモルタルが交絡して各板石構造
体が強固に連結固定される。
By arranging the stone slab structures, gaps are formed between the convex parts of each other, and the mortar flowing in from the joints fills the block side walls of the required height and the gaps, and furthermore, the mortar gets entangled with the reinforcing bars. Each stone slab structure is firmly connected and fixed.
図において１は板石構造体であり、これは板石
とコンクリート製ブロツクとから構成されてい
る。板石２の厚みは約20mm程度であり、その下面
にコンクリート製ブロツク３が一体に接合され
る。コンクリート製ブロツク３は板石２と同面積
とした主体部３ａの下面中央部に板石２より小面
積とした凸部３ｂを突設して形成される。前記主
体部３ａ及び凸部３ｂの厚みは夫々40mm程度であ
る。そして凸部３ｂには複数本の折曲可能な細い
鉄筋４を埋設してその各先端を外方へ突出させて
いる。
In the figure, 1 is a flagstone structure, which is composed of flagstones and concrete blocks. The thickness of the stone slab 2 is approximately 20 mm, and a concrete block 3 is integrally joined to the lower surface thereof. The concrete block 3 is formed by protruding a convex portion 3b having a smaller area than the stone slab 2 at the center of the lower surface of a main body part 3a having the same area as the stone slab 2. The thickness of the main body portion 3a and the convex portion 3b is approximately 40 mm. A plurality of bendable thin reinforcing bars 4 are embedded in the convex portion 3b, and each tip of the reinforcing bars 4 is made to protrude outward.
次に、このように形成された本考案の板石構造
体の石張り施工について説明する。第４図に示す
ように砂ず々法と同じように地面Ｅに砂利Ｐを敷
き、その上にさらに砂Ｓを敷いて各板石構造体１
を周囲に目地部Ｊが形成されるように互いに近接
して並べる。そしてその目地部ＪからモルタルＭ
を流し込み、各凸部３ｂによつて形成される空隙
部に充填する。 Next, stone-clad construction of the stone slab structure of the present invention formed in this way will be explained. As shown in Figure 4, gravel P is spread on the ground E in the same way as the sand-by-sand method, and sand S is further spread on top of it to form each stone structure 1.
are arranged close to each other so that a joint J is formed around the periphery. And from the joint J to the mortar M
is poured into the void formed by each convex portion 3b.
このようにして各板石構造体１の凸部３ｂ回わ
りの空隙部に充填したモルタルＭは凸部３ｂから
突出した鉄筋４に交絡し、さらに板石２並びにブ
ロツク３の各側面によつて広い面積で接着硬化
し、各板石構造体１をしつかりと連結固定する。
このため箇便な砂ずえ施工によつて各板石構造体
１を動くことにないように、しつかりと固定した
状態に石張りすることができるものである。 In this way, the mortar M filled in the voids around the protrusions 3b of each stone slab structure 1 intertwines with the reinforcing bars 4 protruding from the protrusions 3b, and is further spread by each side of the slabs 2 and blocks 3. The adhesive hardens over a wide area, and each stone slab structure 1 is firmly connected and fixed.
For this reason, each stone slab structure 1 can be firmly fixed so that it will not move due to the occasional sanding construction.
以上に述べたように本考案の板石構造体１は、
筒便な砂ずえ方法によつて石張りでき、しかも板
石構造体１が動くことなく強固に固定できるもの
で経済的であり、しかも短かい工期で施工を完了
することができる。
As described above, the stone slab structure 1 of the present invention is
The stones can be laid by a convenient sand-laying method, and the stone slab structure 1 can be firmly fixed without moving, which is economical, and the construction can be completed in a short period of time.
図は本考案の実施例に係わるもので第１図は斜
視図、第２図は下面を上向きにして示した斜視
図、第３図は施工例を示した斜視図、第４図は要
部の拡大側面図である。
１……板石構造体、２……板石、３……コンク
リート製ブロツク、３ｂ……凸部、４……鉄筋。
The figures relate to an embodiment of the present invention, and Fig. 1 is a perspective view, Fig. 2 is a perspective view showing the bottom facing upward, Fig. 3 is a perspective view showing an example of construction, and Fig. 4 is the main part. FIG. 1... Stone slab structure, 2... Stone slab, 3... Concrete block, 3b... Convex part, 4... Rebar.
Claims (1)
積でかつ所要の厚さを持つたコンクリート製ブロ
ツクを接合すると共に、該ブロツクの下面に板石
より小面積の凸部を突設し、さらに該凸部にはそ
の先端が側端面から突出する長さの鉄筋を埋設し
て構成したことを特徴とする歩道等の板石構造
体。 A concrete block with the same area and required thickness as the slab stone is joined to the bottom surface of the slab stone with the required area, and a protrusion with a smaller area than the slab is protruded from the bottom surface of the block. A stone slab structure for a sidewalk or the like, further comprising a reinforcing bar having a length such that its tip protrudes from the side end surface and is embedded in the convex part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10393285U JPH0248484Y2 (en) | 1985-07-08 | 1985-07-08 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10393285U JPH0248484Y2 (en) | 1985-07-08 | 1985-07-08 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6212605U JPS6212605U (en) | 1987-01-26 |
| JPH0248484Y2 true JPH0248484Y2 (en) | 1990-12-19 |
Family
ID=30976949
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10393285U Expired JPH0248484Y2 (en) | 1985-07-08 | 1985-07-08 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0248484Y2 (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0613763B2 (en) * | 1988-11-29 | 1994-02-23 | 秩父セメント株式会社 | Pavement block and its manufacturing method |
| JPH10259601A (en) * | 1997-03-17 | 1998-09-29 | Toyo Sekizai Kk | Pavement block |
| KR100376160B1 (en) * | 2000-05-20 | 2003-03-15 | 동아화성(주) | The method for manufacturing of sidewalk block for blind |
| FR3145001A1 (en) * | 2023-01-16 | 2024-07-19 | Vinci Construction | URBAN FLOORING BASED ON NATURAL STONE |
-
1985
- 1985-07-08 JP JP10393285U patent/JPH0248484Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6212605U (en) | 1987-01-26 |
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