JPH0835307A - Concrete stair - Google Patents
Concrete stairInfo
- Publication number
- JPH0835307A JPH0835307A JP6171041A JP17104194A JPH0835307A JP H0835307 A JPH0835307 A JP H0835307A JP 6171041 A JP6171041 A JP 6171041A JP 17104194 A JP17104194 A JP 17104194A JP H0835307 A JPH0835307 A JP H0835307A
- Authority
- JP
- Japan
- Prior art keywords
- handrails
- stair
- handrail
- concrete
- landing
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 25
- 239000011178 precast concrete Substances 0.000 claims abstract description 18
- 239000000463 material Substances 0.000 description 5
- 239000002184 metal Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000003566 sealing material Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
Landscapes
- Steps, Ramps, And Handrails (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は組み立て階段や現場打ち
コンクリート階段等のコンクリート階段に関するもので
ある。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete stair such as an assembly stair or a cast-in-place concrete stair.
【0002】[0002]
【従来の技術】一般にコンクリート等で屋外階段を構築
する場合、その手摺はコンクリートで一体的に構築する
か、或は金属製のものが設置されている。この金属製の
手摺は見栄えが悪くグレードの高いマンション等には使
用できず、しかも定期的なメンテナンスを必要とする。
そのため上記のようにグレードの高いマンション等の屋
外階段はコンクリート製の手摺が一体的に構築されてい
る。2. Description of the Related Art Generally, when constructing an outdoor staircase made of concrete or the like, the handrail is constructed integrally with concrete or is made of metal. This metal handrail does not look good and cannot be used in high-grade condominiums, etc., and requires regular maintenance.
For this reason, concrete handrails are integrally formed on outdoor stairs of high-grade apartments and the like as described above.
【0003】[0003]
【発明が解決しようとする課題】このコンクリート製の
手摺は現場打ちで一体的に構築されるため、熟練技術者
を必要とするほか、墨出しや型枠の組立及び解体作業を
するため非常に煩雑でかつ手間のかかる作業となってい
た。Since this concrete handrail is constructed in-situ and integrally, it requires a skilled technician and is extremely necessary for marking out and assembling and dismantling the formwork. It was a complicated and time-consuming task.
【0004】本発明は上記のような問題に鑑みてなされ
たものであり、その目的は、簡単に構築できるコンクリ
ート製の手摺を備えたコンクリート階段を提供すること
である。The present invention has been made in view of the above problems, and an object of the present invention is to provide a concrete staircase having a concrete handrail which can be easily constructed.
【0005】[0005]
【課題を解決するための手段】以上の課題を達成するた
めのコンクリート階段は、踊り場及び段板の側面にプレ
キャストコンクリート手摺が前記側面を覆うようにして
取り付けられ、該プレキャストコンクリート手摺の内側
下部に設けた切欠凹溝に踊り場及び段板の側面に設けた
突起部が係合されことを特徴とする構成にすることであ
り、前記プレキャストコンクリート手摺は外面に予めタ
イルが貼られたことを特徴とし、また前記プレキャスト
コンクリート手摺の上端面に手摺子を適宜間隔ごとに立
設し、これらの手摺子の上端にトップバーを掛け渡した
ことを特徴とする構成にすることである。[Means for Solving the Problems] A concrete staircase for achieving the above-mentioned object is attached to a side surface of a landing and a step board so that a precast concrete handrail covers the side surface, and is attached to a lower part inside the precast concrete handrail. It is characterized in that the projection provided on the landing and the side surface of the step plate is engaged with the notched concave groove provided, and the precast concrete handrail is characterized in that the tile is pre-applied to the outer surface. The handrails are erected on the upper end surface of the precast concrete handrail at appropriate intervals, and the top bar is bridged over the upper ends of these handrails.
【0006】[0006]
【作用】上記の構成のごとく手摺をプレキャストコンク
リート手摺とし、プレキャストコンクリート手摺の内側
下端部に設けた切欠凹溝に踊り場及び段板の側面に設け
た突起部が係合されてプレキャストコンクリート手摺が
取り付けられたことにより、コンクリート手摺を備えた
コンクリート階段を容易に構築することができる。As described above, the handrail is a precast concrete handrail, and the precast concrete handrail is attached by engaging the notches formed in the lower end portion of the inside of the precast concrete handrail with the projections provided on the landing and the side surface of the step board. This allows a concrete staircase with a concrete handrail to be easily constructed.
【0007】[0007]
【実施例】以下、本発明のコンクリート階段の一実施例
を図面に基づいて詳細に説明する。図1は組立階段の正
面図、図2は同平面図、図3は同断面図である。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of concrete stairs according to the present invention will be described below in detail with reference to the drawings. FIG. 1 is a front view of the assembly stairs, FIG. 2 is a plan view of the same, and FIG. 3 is a sectional view of the same.
【0008】この組み立て階段Aは図1に示すように、
壁柱1と段板2と踊り場板3と手摺4とから構成され、
これらは全てプレキャスト鉄筋コンクリート製である。
そしてこの各部材を現場で組み立てることによりマンシ
ョン等の屋外階段が構築される。[0008] As shown in FIG.
It is composed of a wall pillar 1, a step board 2, a landing board 3 and a handrail 4,
These are all made of precast reinforced concrete.
By assembling these members on site, an outdoor staircase such as an apartment is constructed.
【0009】この組み立て階段Aは、壁柱1の両側面に
段板2が方向を違えて取り付けられ、これらの段板2が
上下の踊り場板3に接続され、これらの踊り場板3と段
板2の側面にかけて手摺4が取り付けられて構成されて
いる。In this assembled stair A, step plates 2 are attached to both side surfaces of a wall pillar 1 in different directions, these step plates 2 are connected to upper and lower landing plates 3, and these landing plates 3 and step plates are connected. A handrail 4 is attached to the side surface of 2.
【0010】前記壁柱1は壁板1aがジョイントボルト
5によって上下に継ぎ合わされて形成されている。この
壁柱1への段板2の取り付けは、段板2の側部が壁柱1
の取り付け溝1bに挿入されるとともに、踏み段6に挿
入されたボルト7が取り付け溝1b内の固定金具8にね
じ込まれて行なわれている。The wall column 1 is formed by joining a wall plate 1a up and down with a joint bolt 5. When the step board 2 is attached to the wall post 1, the side of the step board 2 is attached to the wall post 1.
The bolt 7 is inserted into the mounting groove 1b and the bolt 7 inserted into the step 6 is screwed into the fixing bracket 8 in the mounting groove 1b.
【0011】この固定金具8は、図5に示すように、コ
字形の固定プレート8aとこの固定プレート8aの両側
に溶接したアンカー筋8bとから構成されている。そし
てこの固定金具8は壁柱1の取り付け溝1bに、前板8
cが壁面から露出した状態で埋設され、その後部の壁柱
1にボルト7の螺合作業を行なう作業空間9が形成され
ている。As shown in FIG. 5, the fixing member 8 is composed of a U-shaped fixing plate 8a and anchor bars 8b welded to both sides of the fixing plate 8a. The fixing bracket 8 is attached to the mounting groove 1b of the wall post 1 by the front plate 8
c is buried in a state where it is exposed from the wall surface, and a work space 9 for screwing the bolt 7 is formed in the rear wall column 1.
【0012】また、壁柱1に嵌め合わされた踊り場板3
及び建屋側に接続された踊り場板3は連結プレート10
で段板2にそれぞれ接合されている。A landing plate 3 fitted to the wall column 1
And the landing plate 3 connected to the building side is a connecting plate 10
Are joined to the step plate 2 respectively.
【0013】また手摺4は建屋側の踊り場板用手摺11
と、段板用手摺12と、踊り場板用手摺13とに3分割
されて取り付けられ、それぞれの外面がタイル14で被
覆されている。The handrail 4 is a handrail 11 for the landing board on the building side.
And a handrail 12 for a step board and a handrail 13 for a landing board, which are divided into three parts and attached, and each outer surface is covered with a tile 14.
【0014】前記建屋側の踊り場板用手摺11は建屋側
の踊り場板3の両側に、その側面を覆うようにして取り
付けられる。この建屋側の踊り場板用手摺11の下部の
切欠凹溝15に、踊り場板3の側面の突起部16が嵌め
合わされるとともに、前記切欠凹溝15に沿って適宜間
隔ごとに取り付けたL形の連結プレート17が突起部1
6上面のプレート18に溶接されている(図8参照)。
またこの建屋側の踊り場板用手摺11及び踊り場板3の
接合部がシール材19及びコーキング材20で密封され
ている。The building side landing plate handrails 11 are attached to both sides of the building side landing plate 3 so as to cover the side surfaces thereof. The projecting portion 16 on the side surface of the landing plate 3 is fitted into the cutout groove 15 in the lower portion of the landing plate handrail 11 on the side of the building, and the L-shaped attachments are attached along the cutout groove 15 at appropriate intervals. The connecting plate 17 is the protrusion 1
6 is welded to the plate 18 on the upper surface (see FIG. 8).
In addition, a joint between the landing plate handrail 11 and the landing plate 3 on the building side is sealed with a sealing material 19 and a caulking material 20.
【0015】また段板用手摺12は段板2全長とその上
下の踊り場板3との一部にかけて、これらの側面を覆う
ようにして取り付けられている。これも前記と同様に下
部の切欠凹溝15に段板2側面の突起部16が嵌め合わ
されるとともに、前記切欠凹溝15の上部凹溝15aに
取り付けたL形の連結プレート17が段板2のプレート
18に溶接されている(図9参照)。そして前記上部凹
溝15a内から段板2上部にかけてモルタル21が充填
されるとともに、この手摺12及び段板2等の接合部が
シール材19及びコーキング材20で密封されている。The handrail 12 for the step board is attached to the entire length of the step board 2 and part of the landing plate 3 above and below the step board 2 so as to cover these side surfaces. Similarly to the above, the projection 16 on the side surface of the step board 2 is fitted into the lower notch groove 15, and the L-shaped connecting plate 17 attached to the upper groove 15 a of the notch groove 15 is attached to the step plate 2. (See FIG. 9). The mortar 21 is filled from the inside of the upper groove 15 a to the upper part of the step board 2, and a joint between the handrail 12 and the step board 2 is sealed with a seal material 19 and a caulking material 20.
【0016】また踊り場板用手摺13は段板2上部の踊
り場板3に、その側面を覆うようにして取り付けられて
いる。この踊り場板用手摺13は2分割された半手摺1
3aが前記踊り場板3の接合部において接合されて半円
形に形成されている。The landing plate handrail 13 is attached to the landing plate 3 above the step board 2 so as to cover the side surfaces thereof. This landing plate handrail 13 is divided into two half handrails 1
3a is joined at the joining portion of the landing board 3 to form a semicircle.
【0017】これも前記と同様に下部の切欠凹溝15
に、踊り場板3側面の突起部16が嵌め合わされるとと
もに、前記切欠凹溝15にそって適宜間隔ごとに取り付
けたL形の連結プレート17が突起部16上面のプレー
ト18に溶接されている(図8参照)。そしてこの手摺
13及び踊り場板3の接合部がシール材19及びコーキ
ング材20でそれぞれ密封されている。This is also the same as the above, the lower notch groove 15
Then, the projections 16 on the side of the landing plate 3 are fitted together, and L-shaped connecting plates 17 attached at appropriate intervals along the cutout grooves 15 are welded to the plate 18 on the upper surface of the projections 16 ( See FIG. 8). The joint between the handrail 13 and the landing plate 3 is sealed with a sealing material 19 and a caulking material 20, respectively.
【0018】この組み立て階段Aの組立方法は、まず壁
板1aを継ぎ合わせた壁柱1を支保工で自立させる。そ
してクレーン等で段板2を吊り上げて壁柱1の一方の側
面に設置するとともに、踏み段6に挿入したボルト7を
壁柱1の固定金具8にねじ込んで段板2を固定するとと
もに、壁柱1の反対面にも段板2を同様の方法で方向を
違えて固定する。また前記ボルト7の固定金具8への螺
合は全て壁柱1側で行なうものとする。In the assembling method of the assembling stairs A, first, the wall column 1 joined with the wall plate 1a is self-supported by the support. Then, the step board 2 is lifted by a crane or the like and installed on one side of the wall post 1, and the bolt 7 inserted into the step 6 is screwed into a fixing bracket 8 of the wall post 1 to fix the step board 2. The step board 2 is fixed to the opposite surface of the column 1 in the same manner, but in a different direction. The bolts 7 are all screwed into the fixing fittings 8 on the side of the wall pillar 1.
【0019】そして、これらの段板2の上段部及び下段
部を踊り場板3に接合すると共に、建屋側の踊り場板3
を建屋の廊下床板22に接合する。次に段板2と踊り場
板3との側面に手摺4をそれぞれ取り付けて1階分の階
段を構築する。The upper and lower portions of the step boards 2 are joined to the landing board 3 and the landing board 3 on the building side.
To the corridor floorboard 22 of the building. Next, handrails 4 are attached to the side surfaces of the step board 2 and the landing board 3 to construct a stair for one floor.
【0020】このようにして1階分の階段を構築した
後、前記壁柱1の上にさらに他の壁柱1を継ぎ合わせて
上記と同様の方法で上階の階段を組み上げて所定の高さ
の組み立て階段を構築する。After constructing the stairs for one floor in this manner, another wall pillar 1 is spliced onto the wall pillar 1, and the stairs on the upper floor are assembled in the same manner as described above to obtain a predetermined height. Build an assembling staircase.
【0021】図10は組み立て階段Aの他の実施例を示
したものであり、手摺4の上端面に手摺子23を適宜間
隔ごとに設け、これらの手摺子23の上端にトップバー
(笠木)24を設けたものである。FIG. 10 shows another embodiment of the assembly stair A, in which handrails 23 are provided on the upper end surface of the handrail 4 at appropriate intervals, and a top bar (Kasaki) is provided on the upper end of these handrails 23. 24 is provided.
【0022】また本実施例においては組み立て階段Aに
ついて説明したが、これは組み立て階段Aに限らず現場
打ちコンクリートで構築したコンクリート階段にももち
ろん適用できるものである。Further, the assembling stair A has been described in the present embodiment, but it is of course applicable to not only the assembling stair A but also the concrete stair constructed with cast-in-place concrete.
【0023】この場合は、現場打ちコンクリートで踊り
場及び段板を一体に構築した後に、これらの踊り場及び
段板の側面に上記と同様の方法によって手摺を取り付け
るものである。したがって、踊り場及び段板側面の突起
部は予め一体的に構築しておくものとする。In this case, the landing and the step board are constructed integrally from cast-in-place concrete, and then the handrails are attached to the side surfaces of the landing and the step board by the same method as described above. Therefore, the landing and the projections on the side surfaces of the steps are to be integrally constructed in advance.
【0024】[0024]
【発明の効果】踊り場及び段板の側面にプレキャストコ
ンクリート手摺が前記側面を覆うようにして取り付けら
れ、該プレキャストコンクリート手摺の内側下部に設け
た切欠凹溝に踊り場及び段板の側面に設けた突起部が係
合されことにより、コンクリート階段における手摺の取
り付けが容易に行える。EFFECTS OF THE INVENTION Precast concrete handrails are attached to the side surfaces of the landing and the step plates so as to cover the side surfaces, and projections provided on the side surfaces of the landing and the step plates are provided in the notch groove provided in the lower inside of the precast concrete handrail. By engaging the portions, the handrail on the concrete stairs can be easily attached.
【0025】コンクリート階段における手摺をプレキャ
ストコンクリートとしたことにより、作業工程及び作業
効率の向上を図ることができる。By using precast concrete as the handrail in the concrete stairs, the work process and work efficiency can be improved.
【0026】プレキャストコンクリート手摺は外面に予
めタイルが貼られたことにより、仕上げ作業が省略でき
るので作業の効率化を図ることができる。Since the precast concrete handrail has tiles attached to the outer surface in advance, finishing work can be omitted, so that work efficiency can be improved.
【0027】プレキャストコンクリート手摺の上端面に
手摺子を適宜間隔ごとに立設し、これらの手摺子の上端
にトップバー(笠木)を掛け渡したことにより、コンク
リートと金属で構成された手摺も容易に取り付けること
ができる。Handrails are erected on the upper end surface of the precast concrete handrail at appropriate intervals, and a top bar (casing) is stretched over the upper ends of these handrails, so that handrails made of concrete and metal can be easily formed. Can be attached to
【図1】組み立て階段の正面図である。FIG. 1 is a front view of an assembly staircase.
【図2】組み立て階段の平面図である。FIG. 2 is a plan view of an assembly staircase.
【図3】組み立て階段の断面図である。FIG. 3 is a sectional view of an assembly staircase.
【図4】壁板の接続部の正面図である。FIG. 4 is a front view of a connection portion of the wall plate.
【図5】(1)及び(2)は壁柱と段板の接合部の断面
図である。FIGS. 5A and 5B are cross-sectional views of a joint between a wall column and a step board.
【図6】段板上部と踊り場板の接合部の断面図である。FIG. 6 is a cross-sectional view of a joint portion between the upper part of the step plate and the landing plate.
【図7】段板下部と踊り場板の接合部の断面図である。FIG. 7 is a cross-sectional view of a joint between a lower part of a step board and a landing board.
【図8】(1)及び(2)は手摺と踊り場板との接合部
の断面図である。FIGS. 8A and 8B are cross-sectional views of a joint between a handrail and a landing plate.
【図9】(1)及び(2)は手摺と段板との接合部の断
面図である。FIGS. 9A and 9B are cross-sectional views of a joint between a handrail and a step board.
【図10】他の組み立て階段を示す正面図である。FIG. 10 is a front view showing another assembly staircase.
A 組み立て階段 1 壁柱 2 段板 3 踊り場板 4 手摺 5 ジョイントボルト 6 踏み段 7 ボルト 8 固定金具 9 作業空間 10、17 連結プレート 11 建屋側の踊り場板用手摺 12 段板用手摺 13 踊り場板用手摺 14 タイル 15 切欠凹溝 16 突起部 18 プレート 19 シール材 20 コーキング材 A Assembly stairs 1 Wall post 2 Step board 3 Landing board 4 Handrail 5 Joint bolt 6 Step 7 Bolt 8 Fixing bracket 9 Work space 10, 17 Connecting plate 11 Handrail for landing board on building side 12 Handrail for step board 13 For landing board Handrail 14 Tile 15 Notch groove 16 Projection 18 Plate 19 Sealing material 20 Caulking material
Claims (3)
ンクリート手摺が前記側面を覆うようにして取り付けら
れ、該プレキャストコンクリート手摺の内側下部に設け
た切欠凹溝に踊り場及び段板の側面に設けた突起部が係
合されことを特徴とするコンクリート階段。1. A precast concrete handrail is attached to a side surface of a landing and a step board so as to cover the side surface, and a projection provided on a side surface of the landing and step board is provided in a notch groove provided in an inner lower portion of the precast concrete handrail. Concrete stairs characterized in that the parts are engaged.
面に予めタイルが貼られたことを特徴とする請求項1に
記載のコンクリート階段。2. The concrete stairs according to claim 1, wherein the precast concrete handrail has tiles preliminarily attached to the outer surface thereof.
端面に手摺子を適宜間隔ごとに立設し、これらの手摺子
の上端にトップバーを掛け渡したことを特徴とする請求
項1に記載のコンクリート階段。3. The concrete stairs according to claim 1, wherein handrails are erected on the upper end surface of the precast concrete handrail at appropriate intervals, and a top bar is bridged over the upper ends of these handrails. .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6171041A JP2642597B2 (en) | 1994-07-22 | 1994-07-22 | Concrete stairs |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6171041A JP2642597B2 (en) | 1994-07-22 | 1994-07-22 | Concrete stairs |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0835307A true JPH0835307A (en) | 1996-02-06 |
| JP2642597B2 JP2642597B2 (en) | 1997-08-20 |
Family
ID=15915999
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6171041A Expired - Lifetime JP2642597B2 (en) | 1994-07-22 | 1994-07-22 | Concrete stairs |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2642597B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000064551A (en) * | 1998-08-27 | 2000-02-29 | Nippon Kaiser Kk | Connection structure of concrete member and its connection fitting |
| CN113047551A (en) * | 2021-03-26 | 2021-06-29 | 深圳市瑞鑫钢结构工程有限公司 | Modular assembly type shear-fork-shaped steel structure outer wall stair and assembly method thereof |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0483051A (en) * | 1990-07-25 | 1992-03-17 | Takenaka Komuten Co Ltd | Construction of reinforced concrete staircase and staircase handrail precast concrete panel and staircase step form using for this |
| JPH06136899A (en) * | 1992-10-28 | 1994-05-17 | Fujiki Komuten:Kk | Constructing method for precast concrete handrail for u-shaped staircase |
-
1994
- 1994-07-22 JP JP6171041A patent/JP2642597B2/en not_active Expired - Lifetime
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0483051A (en) * | 1990-07-25 | 1992-03-17 | Takenaka Komuten Co Ltd | Construction of reinforced concrete staircase and staircase handrail precast concrete panel and staircase step form using for this |
| JPH06136899A (en) * | 1992-10-28 | 1994-05-17 | Fujiki Komuten:Kk | Constructing method for precast concrete handrail for u-shaped staircase |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000064551A (en) * | 1998-08-27 | 2000-02-29 | Nippon Kaiser Kk | Connection structure of concrete member and its connection fitting |
| CN113047551A (en) * | 2021-03-26 | 2021-06-29 | 深圳市瑞鑫钢结构工程有限公司 | Modular assembly type shear-fork-shaped steel structure outer wall stair and assembly method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2642597B2 (en) | 1997-08-20 |
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