JP2719635B2 - Stair construction method using precast concrete block - Google Patents

Stair construction method using precast concrete block

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Publication number
JP2719635B2
JP2719635B2 JP1218045A JP21804589A JP2719635B2 JP 2719635 B2 JP2719635 B2 JP 2719635B2 JP 1218045 A JP1218045 A JP 1218045A JP 21804589 A JP21804589 A JP 21804589A JP 2719635 B2 JP2719635 B2 JP 2719635B2
Authority
JP
Japan
Prior art keywords
stair
precast concrete
stairs
vertical
construction
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 - Lifetime
Application number
JP1218045A
Other languages
Japanese (ja)
Other versions
JPH0381446A (en
Inventor
道雄 羽切
洋一 関
明夫 篠崎
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shimizu Corp
Original Assignee
Shimizu Corp
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 by Shimizu Corp filed Critical Shimizu Corp
Priority to JP1218045A priority Critical patent/JP2719635B2/en
Publication of JPH0381446A publication Critical patent/JPH0381446A/en
Application granted granted Critical
Publication of JP2719635B2 publication Critical patent/JP2719635B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Steps, Ramps, And Handrails (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、鉄筋コンクリート造の階段を半プレファブ
化し、施工の簡易化を図ったプレキャストコンクリート
ブロックによる階段施工方法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a stair construction method using a precast concrete block in which a reinforced concrete staircase is semi-prefabricated to simplify construction.

〔従来の技術および発明が解決しようとする課題〕[Problems to be solved by conventional technology and invention]

従来、鉄筋コンクリート造建築物の階段部はすべて躯
体工事と一体に現場施工するのが当り前となっている
が、その形状、構造が複雑であるため、複雑な型枠や、
階段勾配によるコンクリートの流出を防ぐための上蓋や
仮設材が多数必要で、その製作、搬入、組付け、解体、
搬出等に極めて手間を要し、工期および工費に少なから
ず影響を与えていた。
Conventionally, it has become commonplace that all stairs of a reinforced concrete building be constructed on site integrally with the skeleton work.However, since the shape and structure are complicated, complicated formwork and
A large number of top lids and temporary materials are required to prevent concrete from flowing out due to the stairs, and the production, loading, assembly, dismantling,
It took a lot of time and effort to carry it out, which had a considerable effect on the construction period and construction costs.

本発明は上記問題に鑑み、上記従来の階段の施工を合
理化することを課題としてなされたものであって、施工
能率が向上し、工期の短縮、工費の低減が実現できるプ
レキャストコンクリートブロックによる階段施工方法を
提供することを目的としている。
In view of the above problems, the present invention has been made with the object of rationalizing the construction of the above-mentioned conventional stairs, and is intended to improve construction efficiency, shorten the construction period, and reduce construction costs. It is intended to provide a way.

〔課題を解決するための手段〕[Means for solving the problem]

上記目的を解決するため本発明は、踏面と蹴上げ面を
形成した断面略三角形状のブロックの下側に、前後方向
の脚板と底板とを形成したプレキャストコンクリート製
の階段ユニットを予め準備し、該階段ユニットを階段の
上下踊り場間に仮設した支保材上に縦横階段状に並べ、
上記縦横に並べた階段ユニットの脚板の間隙に縦横鉄筋
を組込み、しかる後縦横鉄筋を組込んだ階段ユニットの
空隙にコンクリートを流し込んで施工するプレキャスト
コンクリートブロックによる階段施工方法を特徴として
いる。
In order to solve the above object, the present invention provides a precast concrete stair unit in which a front and rear leg plate and a bottom plate are formed in advance under a block having a substantially triangular cross section having a tread surface and a rise surface, The stair units are arranged in vertical and horizontal stairs on temporary support materials between the landings of the stairs,
The method is characterized by a precast concrete block in which vertical and horizontal reinforcing bars are incorporated in the gaps between the leg plates of the vertically and horizontally arranged stair units, and then concrete is poured into the voids of the stair units incorporating the vertical and horizontal reinforcing bars.

〔作用〕[Action]

従って本発明によれば、複雑な型枠や上蓋が全く不要
であるため、型枠の製作、搬入、組付け、解体、搬出等
の手間が解消すると共に、階段はプレキャストコンクリ
ートによって半プレファブ化するから量産化によるコス
トダウンと品質の向上、および施工工事の簡易化が実現
され、工期の短縮、工費の低減が達成される。
Therefore, according to the present invention, since a complicated formwork and a top lid are not required at all, the time required for manufacturing, carrying in, assembling, dismantling, and carrying out the formwork is eliminated, and the stairs are made semi-prefab with precast concrete. Therefore, cost reduction and quality improvement by mass production, and simplification of construction work are realized, shortening of construction period and reduction of construction cost are achieved.

〔実 施 例〕〔Example〕

以下本発明を図示の実施例に基いて詳細に説明する。 Hereinafter, the present invention will be described in detail based on the illustrated embodiment.

第1図は本発明方法で施工する階段の施工時の側面
図、第2図は同施工時の階段の平面図、第3図はプレキ
ャストコンクリート製の階段ユニットの斜視図である。
FIG. 1 is a side view of a staircase constructed by the method of the present invention at the time of construction, FIG. 2 is a plan view of the staircase at the time of construction, and FIG. 3 is a perspective view of a stair unit made of precast concrete.

プレキャストコンクリート製の階段ユニット1は第3
図に示すように、踏面1aと蹴上げ面1bを形成した断面略
三角形状のブロックの下側に、左右に平行配列された一
対の脚板1c,1cと、両脚板1c,1c下端を連結する底板1dに
よって階段上下方向の空隙2が設けられて成り、脚板1c
の高さは階段のスラブ厚さ相当にされ、また脚板1cの前
部エッジ1eは上手から打設するコンクリートの流れをよ
くするために鋭角に形成されている。尚、エッジは前部
と後部に共に設けても良い。
Precast concrete stair unit 1 is the third
As shown in the figure, a pair of leg plates 1c, 1c arranged in parallel to the left and right, and a bottom plate connecting the lower ends of both leg plates 1c, 1c, under a block having a substantially triangular cross section formed with a tread surface 1a and a rise surface 1b. 1d provides a gap 2 in the vertical direction of the stairs,
Has a height corresponding to the thickness of the slab of the stairs, and the front edge 1e of the leg plate 1c is formed at an acute angle to improve the flow of concrete poured from above. The edges may be provided both at the front and the rear.

この階段ユニット1は、運搬、施工に楽なように作業
者1〜2名で持運びできる程度の寸法、重量にし、プレ
キャストコンクリートで予め工場生産される。
The staircase unit 1 is sized and weighed so that it can be carried by one or two workers so that it can be easily transported and constructed.

上記階段ユニット1による階段の施工は、まず上下の
踊り場3,3′間に、階段ユニット1の縦目地間隔に縦バ
タ角4を配してこれを支柱5と横バタ角6で支持する。
In the construction of the stairs by the stair unit 1, first, a vertical flutter angle 4 is arranged between the vertical landings 3 and 3 ′ at intervals of the vertical joints of the stair unit 1, and this is supported by the struts 5 and the horizontal flutter angle 6.

次に階段の下部から階段ユニッオ1を横方向に並べ、
これを順次階段上部に向けて施工していく。この時、横
列する階段ユニット1の一段毎に、脚板1cの前後に横鉄
筋7を組込み、横鉄筋7の両端は定着部として躯体の壁
8および手摺り9に延長しておく。
Next, stair unit 1 is lined up horizontally from the bottom of the stairs,
This will be carried out sequentially toward the upper part of the stairs. At this time, a horizontal reinforcing bar 7 is assembled before and after the leg plate 1c for each step of the stair units 1 arranged in a row, and both ends of the horizontal reinforcing bar 7 are extended to the wall 8 and the handrail 9 of the skeleton as fixing portions.

全段の階段ユニット1の積み方が終ったら、階段上部
から縦列する階段ユニット1の脚板1c間の間隙に縦鉄筋
10を貫通し、縦鉄筋10の上下両端は上下の踊り場3,3′
の縦鉄筋11に重ね継ぎする。縦鉄筋10は階段全般を一度
に貫通せず、数段毎に重ね継ぎしながら貫通していって
もよい。
When the stacking of the stair units 1 of all steps is completed, a vertical reinforcing bar is inserted into the gap between the leg plates 1c of the stair units 1 that are cascaded from the top of the stairs.
10 and the upper and lower ends of the vertical reinforcing bar 10 are up and down landings 3,3 '
To the vertical reinforcing bar 11. The vertical rebar 10 may not penetrate the whole stairs at once, but may be penetrated while being spliced every several steps.

以上の作業が終ったら、上下の踊り場3,3′、壁8、
手摺り9のコンクリート打設と共に、積み上げた階段ユ
ニット1の脚板1c間の空隙に上手からコンクリートを流
し込む。流し込まれたコンクリートは、脚板1cの前部エ
ッジ1eが鋭角をなしているため停滞することなく空隙全
体に行き亘る。
When the above work is completed, the upper and lower landings 3, 3 ', the wall 8,
At the same time as the handrail 9 is poured into the concrete, the concrete is poured from the skillfully into the space between the leg plates 1c of the stacked staircase units 1. The poured concrete spreads over the entire gap without stagnation because the front edge 1e of the leg plate 1c forms an acute angle.

コンクリートの硬化後、縦バタ角4、支柱5、横バタ
角6等の支保材を取り外せば、踏面1aはプレキャストコ
ンクリートで既に仕上がっているから、階段を直ちに使
用することができる。
After the concrete is hardened, if the supporting materials such as the vertical flutter angle 4, the strut 5 and the horizontal flutter angle 6 are removed, the stairs 1a can be used immediately because the tread 1a is already made of precast concrete.

前記の階段ユニット1は第4図に示すように脚板1cを
一枚にしてもよく、このようにすればプレキャスト時の
型抜きが容易になる。
As shown in FIG. 4, the staircase unit 1 may have a single leg plate 1c, which facilitates die-cutting during precasting.

なお、本発明方法で施工する階段は、一方向スラブ、
片持ちスラブの何れにも適用でき、また上下の踊り場を
施工した後、後付けで階段を施工することもできる。
The stairs constructed by the method of the present invention are one-way slabs,
It can be applied to any cantilevered slab, and after the upper and lower landings are constructed, the stairs can be constructed later.

〔発明の効果〕〔The invention's effect〕

以上説明したように本発明は、踏面と蹴上げ面を形成
した断面略三角形状のブロックの下側に、前後方向の脚
板と底板とを形成したプレキャストコンクリート製の階
段ユニットを予め準備し、該階段ユニットを階段の上下
踊り場間に仮設した支保材上に縦横階段状に並べ、上記
縦横に並べた階段ユニットの脚板の間隙に縦横鉄筋を組
込み、しかる後縦横鉄筋を組込んだ階段ユニットの空隙
にコンクリートを流し込んで施工するものであるから、
複雑な型枠や上蓋が全く不要となり、型枠の製作、搬
入、組付け、解体、搬出等の手間が解消すると共に、階
段はプレキャストコンクリートによって半プレファブ化
され、この結果、量産化によるコストダウンと品質の向
上、および施工工事の簡易化が実現され、工期の短縮、
工費の低減が達成される。
As described above, the present invention prepares in advance a stair unit made of precast concrete in which a leg plate and a bottom plate in the front-rear direction are formed below a block having a substantially triangular cross section in which a tread surface and a rise surface are formed. The units are arranged vertically and horizontally on the support material temporarily installed between the up and down landings of the stairs, and vertical and horizontal reinforcing bars are incorporated in the gaps between the legs of the stair units arranged vertically and horizontally. Since it is constructed by pouring concrete,
Eliminates the need for complicated formwork and top lids at all, and eliminates the time required to manufacture, carry in, assemble, disassemble, and carry out formwork, and semi-prefabricated stairs using precast concrete, resulting in cost reductions due to mass production. And quality improvement and simplification of construction work, shortening the construction period,
Reduction of construction cost is achieved.

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

図面は本発明の一実施例を示し、第1図は本発明方法で
施工する階段の施工時の側面図、第2図は同施工時の階
段の平面図、第3図、第4図は階段ユニットの各異なる
実施例の斜視図である。 1……プレキャストコンクリート製の階段ユニット、1a
……踏み面、1b……蹴上げ面、1c……脚板、1d……底
板、3、3′……踊り場、4,5,6……支保材、7……横
鉄筋、10……縦鉄筋。
Drawings show an embodiment of the present invention, FIG. 1 is a side view at the time of construction of stairs constructed by the method of the present invention, FIG. 2 is a plan view of the stairs at the time of construction, FIG. 3 and FIG. It is a perspective view of each different Example of a staircase unit. 1 ... Stair unit made of precast concrete, 1a
... tread surface, 1b ... rise surface, 1c ... leg plate, 1d ... bottom plate, 3, 3 '... landing, 4, 5, 6 ... support material, 7 ... horizontal rebar, 10 ... vertical rebar .

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】踏面と蹴上げ面を形成した断面略三角形状
のブロックの下側に、前後方向の脚板と底板とを形成し
たプレキャストコンクリート製の階段ユニットを予め準
備し、該階段ユニットを階段の上下踊り場間に仮設した
支保材上に縦横階段状に並べ、上記縦横に並べた階段ユ
ニットの脚板の間隙に縦横鉄筋を組込み、しかる後縦横
鉄筋を組込んだ階段ユニットの空隙にコンクリートを流
し込んで施工することを特徴とするプレキャストコンク
リートブロックによる階段施工方法。
1. A precast concrete stair unit having a front and rear leg plate and a bottom plate is prepared in advance below a block having a substantially triangular cross section on which a tread surface and a rise surface are formed. Vertically and horizontally stairs are arranged on the temporary support material between the vertical landing, and vertical and horizontal reinforcing bars are installed in the gaps between the leg plates of the vertical and horizontal stair units. A stair construction method using a precast concrete block characterized by construction.
【請求項2】前記階段ユニットの脚板の前部エッジまた
は/および後部エッジを鋭角に形成したことを特徴とす
る請求項1に記載のプレキャストコンクリートブロック
による階段施工方法。
2. The method according to claim 1, wherein a front edge and / or a rear edge of a leg plate of the stair unit is formed at an acute angle.
JP1218045A 1989-08-24 1989-08-24 Stair construction method using precast concrete block Expired - Lifetime JP2719635B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1218045A JP2719635B2 (en) 1989-08-24 1989-08-24 Stair construction method using precast concrete block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1218045A JP2719635B2 (en) 1989-08-24 1989-08-24 Stair construction method using precast concrete block

Publications (2)

Publication Number Publication Date
JPH0381446A JPH0381446A (en) 1991-04-05
JP2719635B2 true JP2719635B2 (en) 1998-02-25

Family

ID=16713786

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1218045A Expired - Lifetime JP2719635B2 (en) 1989-08-24 1989-08-24 Stair construction method using precast concrete block

Country Status (1)

Country Link
JP (1) JP2719635B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005093166A1 (en) * 2004-03-29 2005-10-06 Kimio Tada Stair block and stair construction method

Also Published As

Publication number Publication date
JPH0381446A (en) 1991-04-05

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