JPH0437152Y2 - - Google Patents

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Publication number
JPH0437152Y2
JPH0437152Y2 JP6796287U JP6796287U JPH0437152Y2 JP H0437152 Y2 JPH0437152 Y2 JP H0437152Y2 JP 6796287 U JP6796287 U JP 6796287U JP 6796287 U JP6796287 U JP 6796287U JP H0437152 Y2 JPH0437152 Y2 JP H0437152Y2
Authority
JP
Japan
Prior art keywords
main body
staircase
stair
reinforced concrete
board
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
JP6796287U
Other languages
Japanese (ja)
Other versions
JPS63177528U (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
Application filed filed Critical
Priority to JP6796287U priority Critical patent/JPH0437152Y2/ja
Publication of JPS63177528U publication Critical patent/JPS63177528U/ja
Application granted granted Critical
Publication of JPH0437152Y2 publication Critical patent/JPH0437152Y2/ja
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 <産業上の利用分野> 本考案はプレキヤスト鉄筋コンクリートにより
形成した部材を組立て構成する組立て階段に関す
る。
[Detailed Description of the Invention] <Industrial Field of Application> The present invention relates to an assembled staircase constructed by assembling members made of precast reinforced concrete.

<従来の技術と問題点> 団地やアパート等の建物において、建物の外部
に付設される階段は現場打鉄筋コンクリートによ
り製作されるが一般的であつた。しかしながら、
建物自体のプレキヤスト鉄筋コンクリート化が進
み、工期の短縮化が図られている今日にあつて
は、このような階段もプレキヤスト鉄筋コンクリ
ート化することが要求される。階段をプレキヤス
ト鉄筋コンクリート化するためには、階段を幾つ
かに分割した部材に分けてこれらをプレキヤスト
鉄筋コンクリートにより製作し、これら部材を組
立てるという工程をとることとなるが、階段の構
造(すなわち分割の仕方)によつては必要とする
部材の種類が多くなつてコスト高となつたり、部
材同士の接合箇所が増えて組立て作業が煩雑とな
るという問題がある。
<Prior Art and Problems> In buildings such as housing complexes and apartments, stairs attached to the outside of the building have generally been made of cast-in-place reinforced concrete. however,
Nowadays, as buildings themselves are increasingly constructed using precast reinforced concrete, and construction periods are being shortened, it is required that such stairs also be constructed of precast reinforced concrete. In order to make stairs into precast reinforced concrete, the steps must be divided into several parts, fabricated from precast reinforced concrete, and assembled together. ), there are problems in that more types of members are required, resulting in higher costs, and the number of joints between members increases, making assembly work more complicated.

本考案は上記従来の事情に鑑みてなされたもの
で、少ない種類の部材により組立てられ、階段の
プレキヤスト鉄筋コンクリート化を実現する組立
て階段を提供することを目的とする。
The present invention has been made in view of the above-mentioned conventional circumstances, and it is an object of the present invention to provide an assembled staircase that can be assembled using fewer types of members and that realizes the use of precast reinforced concrete stairs.

<問題点を解決するための手段> 本考案の組立て階段は、中柱部と段板部と該中
柱部から突出する梁部とをプレキヤスト鉄筋コン
クリートにより一体成形した階段本体と、該階段
本体に取付けられるプレキヤスト鉄筋コンクリー
トにより成形された踊場板とを備え、前記段板部
の位置を前記中柱部に対して互い違いにして前記
階段本体を積み上げて該中柱部同士を接続させた
際に、前記梁部とともに前記踊場板を支持する支
持部を下階側階段本体の段板部の上段縁部と上階
側階段本体の段板部の下段縁部とに設けたことを
特徴とする。
<Means for solving the problems> The prefabricated staircase of the present invention includes a stair body in which a central pillar part, a step plate part, and a beam part protruding from the central pillar part are integrally molded with precast reinforced concrete; a landing board molded from precast reinforced concrete to be attached, and when the stair main bodies are stacked up with the positions of the step board parts staggered with respect to the middle pillar parts and the middle pillar parts are connected to each other, The present invention is characterized in that support parts that support the landing board together with the beam parts are provided at the upper edge of the step plate of the lower stair main body and at the lower edge of the step plate of the upper stair main body.

<作用> 段板部の位置を中柱部に対して互い違いにして
階段本体を複数段積み上げ、これら中柱部同士を
接続する一方、下階側階段本体の段板部の上段縁
部に設けられた支持部と上階側階段本体の段板部
の下段縁部に設けられた支持部と梁部とにより支
持して踊場板を階段本体に取付け、階段を組立て
る。
<Function> Stair bodies are stacked in multiple stages by alternating the positions of the tread parts with respect to the middle pillar part, and these middle pillar parts are connected to each other. The landing board is attached to the stair main body by being supported by the support part provided at the bottom of the stair case, and the support part and beam part provided at the lower edge of the step board part of the upper stair main body, and the stairs are assembled.

<実施例> 本考案の組立て階段を実施例に基づいて具体的
に説明する。
<Example> The assembly staircase of the present invention will be specifically explained based on an example.

第1図は本考案の一実施例に係る組立て階段の
組立てた状態における斜視図、第2図はその分解
した状態における斜視図、第3図a〜eはその組
立て工程を表す斜視図である。
FIG. 1 is a perspective view of an assembled staircase according to an embodiment of the present invention, FIG. 2 is a perspective view of the disassembled state, and FIGS. 3 a to 3 e are perspective views showing the assembly process. .

図示のように組立て階段は、階段本体1と踊場
板10とから構成されており、階段本体1は中柱
部2と段板部3と梁部4とをプレキヤスト鉄筋コ
ンクリートにより一体成形することにより構成さ
れ、踊場板10もプレキヤスト鉄筋コンクリート
により成形されている。
As shown in the figure, the assembled staircase is composed of a staircase main body 1 and a landing board 10, and the staircase main body 1 is constructed by integrally molding a middle pillar part 2, a step board part 3, and a beam part 4 with precast reinforced concrete. The landing board 10 is also formed from precast reinforced concrete.

中柱部2の下端部には、第4図に示すように、
接続手段としてスリーブスプライスジヨイント5
が埋設されており、中柱部2同士を積み上げて下
階側の中柱部2の鉄筋2aを上階側の中柱部2の
スリーブスプライスジヨイント5内に差し込み、
このスリーブスプライスジヨイント5内にモルタ
ルを充填することにより上階側中柱部2の鉄筋2
bと鉄筋2aとを接続して、上階側と下階側との
中柱部2を接続することができる。
At the lower end of the middle pillar part 2, as shown in FIG.
Sleeve splice joint 5 as connection means
is buried, the middle pillars 2 are stacked together, and the reinforcing bar 2a of the middle pillar 2 on the lower floor is inserted into the sleeve splice joint 5 of the middle pillar 2 on the upper floor.
By filling the sleeve splice joint 5 with mortar, the reinforcing bars 2 of the middle column part 2 on the upper floor side
b and the reinforcing bars 2a, it is possible to connect the middle pillar portions 2 on the upper floor side and the lower floor side.

段板部3は中柱部2の一側面に当該中柱部2の
上端から下端にわたつて斜めに設けられており、
複数段の踏段を構成している。段板部3の上段縁
部3aと下段縁部3bとはそれぞれ踊場板10を
下方から支持する支持部となつている。これら支
持部には、下段縁部3bを例にとつて表す第5図
に示すように、接続用鉄板6が設けられており、
踊場板10に設けられている接続用鉄板7と鉄板
6とに鉄板8を渡し、ボルト9でこれら鉄板6,
7,8を接合してこの接合部をシール材11及び
モルタル12で埋めることにより支持部は踊場板
10と接続される。
The stepped plate part 3 is provided diagonally on one side of the middle pillar part 2 from the upper end to the lower end of the middle pillar part 2,
It consists of multiple steps. The upper edge 3a and the lower edge 3b of the stepped plate portion 3 serve as support portions that support the landing board 10 from below. These supporting parts are provided with connecting iron plates 6, as shown in FIG. 5, which takes the lower edge 3b as an example.
Pass the iron plate 8 between the connecting iron plate 7 and the iron plate 6 provided on the landing board 10, and connect these iron plates 6, 6 with bolts 9.
The support portion is connected to the landing board 10 by joining 7 and 8 and filling this joint with a sealing material 11 and mortar 12.

梁部4は中柱部2の上端部から側方へ突設され
ており、段板部3の支持部3a,3bとともに踊
場板10を下方から支持するようになつている。
尚、この梁部4も踊場板10に溶接、ボルト締結
等の公知の手段により接続される。
The beam portion 4 projects laterally from the upper end of the middle column portion 2, and supports the landing board 10 from below together with the support portions 3a and 3b of the step plate portion 3.
Note that this beam portion 4 is also connected to the landing board 10 by known means such as welding or bolt fastening.

上記構成の組立て階段の組立て手順を第3図a
〜eに基づいて説明する。まず、基礎及び床下部
を現場打コンクリートにより作り、この上に階段
本体1を載せて接続する(第3図a)。次いで、
この階段本体1の上に中柱部2に対して段板部3
を互い違いにして他の階段本体1を積み7げ、こ
れら中柱部2同士を接続する(第3図b)。次い
で、下階側の段板部3の上段縁部3aと梁部4さ
らには上階側の段板部3の下段縁部3bにより踊
場板10を支持して、この踊場板10を階段本体
1に取付ける(第3図c)。次いで、階段本体1
をさらに積み上げて接続し(第3図d)、踊場板
10を取付けて(第3図e)、所望の階数分の階
段を組立てる。
Figure 3a shows the assembly procedure for the assembly stairs with the above configuration.
-e will be explained. First, the foundation and the lower part of the floor are made using cast concrete on site, and the main body of the staircase 1 is placed on top of this and connected (Fig. 3a). Then,
On this stair main body 1, a step plate part 3 is placed against the middle pillar part 2.
Stack other stair bodies 1 on top of each other by alternating them, and connect these middle pillar parts 2 to each other (FIG. 3b). Next, the landing board 10 is supported by the upper edge 3a of the step plate part 3 on the lower floor side, the beam part 4, and the lower edge part 3b of the step plate part 3 on the upper floor side, and the landing board 10 is attached to the main body of the staircase. 1 (Fig. 3c). Next, the staircase body 1
are further piled up and connected (Fig. 3 d), and the landing board 10 is attached (Fig. 3 e) to assemble the stairs for the desired number of floors.

このように組立てられた階段は階段本体1を2
つ積み上げた高さが建物の1階分の高さである。
そして、同一形状の階段本体1を段板部3の位置
を互い違いにして積み上げ、同一形状の踊場板1
を取付けることにより任意の高さの階段が組立て
られるため、必要とする部材の種類は極めて少な
く、組立て作業が簡単である。尚、第1図や第2
図に示すように、本実施例では最上部の中柱部
2′と踊場板10′を他の中柱部2や踊場板10と
形状を異ならせているが、この最上部の中柱部や
踊場板を他と同一形状とすることもできる。
The staircase assembled in this way has the staircase main body 1 as 2.
The height of two stacked is the height of one floor of a building.
Then, the stair main bodies 1 of the same shape are stacked up with the tread portions 3 in alternate positions, and the landing boards 1 of the same shape are stacked.
Since a staircase of any height can be assembled by attaching the stairs, the number of types of parts required is extremely small, and the assembly work is simple. In addition, Figures 1 and 2
As shown in the figure, in this embodiment, the uppermost center pillar part 2' and the landing board 10' are different in shape from the other middle pillar parts 2 and the landing board 10. It is also possible to make the landing board and landing board the same shape as the others.

上記のようにして組立てられる階段は、設置条
件に応じて例えば第6図や第7図に示すように建
物15に付設され、その外部階段として用いられ
る。尚、このように建物15に付設することによ
り段板部3、梁部4、踊場板10,10′等を介
して階段が支えられるため、横荷重に対しても十
分な強度剛性を有する。
The stairs assembled as described above are attached to the building 15 as shown in FIGS. 6 and 7, for example, depending on the installation conditions, and are used as external stairs. By attaching the stairs to the building 15 in this manner, the stairs are supported via the step board portion 3, the beam portion 4, the landing boards 10, 10', etc., and therefore have sufficient strength and rigidity against lateral loads.

尚、上記実施例においては、中柱部2をスリー
ブスプライスジヨイント5で接続し、支持部3
a,3bと踊場板10とをボルト9で接続する態
様を示したが、本考案はこれらに限らず溶接等公
知の他の手段により接続するようにしても良い。
In the above embodiment, the middle column part 2 is connected with the sleeve splice joint 5, and the support part 3 is connected with the sleeve splice joint 5.
A, 3b and the landing plate 10 are connected by bolts 9, but the present invention is not limited to these, and connection may be made by other known means such as welding.

<考案の効果> 本考案の組立て階段によれば、プレキヤスト鉄
筋コンクリートにより製作した極めて少ない種類
の部材により任意の階数の階段を容易に得ること
ができ、工期の大幅な短縮化及びコストの大幅な
低減を実現することができる。
<Effects of the invention> According to the prefabricated staircase of the invention, stairs of any number of floors can be easily obtained using an extremely small number of materials made of precast reinforced concrete, significantly shortening the construction period and significantly reducing costs. can be realized.

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

第1図は本考案の一実施例に係る組立て階段の
組立てた状態における斜視図、第2図はその分解
した状態における斜視図、第3図a〜eはそれぞ
れ組立て階段の組立て工程を表す斜視図、第4図
は中柱部の接続部の正面図、第5図は支持部と踊
場板との接続部の断面図、第6図、第7図はそれ
ぞれ組立て階段の使用態様を表す斜視図である。 図面中、1は階段本体、2は中柱部、3は段板
部、3aは上段縁部(支持部)、3bは下段縁部
(支持部)、4は梁部、5はスリーブスプライスジ
ヨイント、9はボルト、10は踊場板である。
Fig. 1 is a perspective view of an assembled staircase according to an embodiment of the present invention, Fig. 2 is a perspective view of its disassembled state, and Figs. 3 a to e are perspective views showing the assembly steps of the assembly staircase, respectively. Figure 4 is a front view of the connecting part of the center pillar part, Figure 5 is a sectional view of the connecting part between the support part and the landing board, and Figures 6 and 7 are perspective views showing the usage of the assembled staircase. It is a diagram. In the drawings, 1 is the stair main body, 2 is the middle pillar part, 3 is the step plate part, 3a is the upper edge (support part), 3b is the lower edge (support part), 4 is the beam part, and 5 is the sleeve splice joint. 9 is the bolt, and 10 is the landing board.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 中柱部と段板部と該中柱部から突出する梁部と
をプレキヤスト鉄筋コンクリートにより一体成形
した階段本体と、該階段本体に取付けられるプレ
キヤスト鉄筋コンクリートにより成形された踊場
板とを備え、前記段板部の位置を前記中柱部に対
して互い違いにして前記階段本体を積み上げて該
中柱部同士を接続させた際に、前記梁部とともに
前記踊場板を支持する支持部を下階側階段本体の
段板部の上段縁部と上階側階段本体の段板部の下
段縁部とに設けたことを特徴とする組立て階段。
A stair main body in which a middle column part, a step board part, and a beam part protruding from the middle pillar part are integrally molded from precast reinforced concrete, and a landing board formed from precast reinforced concrete attached to the stair main body, and the step board When the stair main bodies are stacked and the middle pillars are connected to each other by alternating the positions of the stair pillars with respect to the middle pillars, the supporting parts that support the landing board together with the beam parts are connected to the lower floor stair main body. An assembled staircase characterized in that it is provided at the upper edge of the tread part of the upper staircase body and the lower edge of the tread part of the upper staircase main body.
JP6796287U 1987-05-08 1987-05-08 Expired JPH0437152Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6796287U JPH0437152Y2 (en) 1987-05-08 1987-05-08

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6796287U JPH0437152Y2 (en) 1987-05-08 1987-05-08

Publications (2)

Publication Number Publication Date
JPS63177528U JPS63177528U (en) 1988-11-17
JPH0437152Y2 true JPH0437152Y2 (en) 1992-09-01

Family

ID=30907347

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6796287U Expired JPH0437152Y2 (en) 1987-05-08 1987-05-08

Country Status (1)

Country Link
JP (1) JPH0437152Y2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0712525Y2 (en) * 1991-07-05 1995-03-29 矢作建設工業株式会社 Assembly stairs
JP2683878B2 (en) * 1994-11-17 1997-12-03 安藤建設株式会社 Precast staircase structure
JP2005264600A (en) * 2004-03-19 2005-09-29 Okisou Kensetsu:Kk Manufacturing method for precast-concrete staircase constituting body

Also Published As

Publication number Publication date
JPS63177528U (en) 1988-11-17

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