JPH04323464A - Formwork for staircase - Google Patents

Formwork for staircase

Info

Publication number
JPH04323464A
JPH04323464A JP11703991A JP11703991A JPH04323464A JP H04323464 A JPH04323464 A JP H04323464A JP 11703991 A JP11703991 A JP 11703991A JP 11703991 A JP11703991 A JP 11703991A JP H04323464 A JPH04323464 A JP H04323464A
Authority
JP
Japan
Prior art keywords
formwork
staircase
stairs
concrete
bars
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
Application number
JP11703991A
Other languages
Japanese (ja)
Other versions
JPH0816396B2 (en
Inventor
Masayuki Morozumi
両角 昌幸
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.)
MOROZUMI KENSETSU KK
Original Assignee
MOROZUMI KENSETSU KK
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 MOROZUMI KENSETSU KK filed Critical MOROZUMI KENSETSU KK
Priority to JP3117039A priority Critical patent/JPH0816396B2/en
Publication of JPH04323464A publication Critical patent/JPH04323464A/en
Publication of JPH0816396B2 publication Critical patent/JPH0816396B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To shorten construction period by reusing a formwork for a staircase arranged on the backside of a frame body at a prescribed space so as to position templates on the positions to be step difference part walls of respective step parts of a staircase, also at constructing another staircase. CONSTITUTION:Supporting bases 20 are provided on respective underside of both ends of a lateral bar 12, the supporting bases 20 are loaded on a building face on which a staircase is built, and a formwork 10 is detachably supported with the bases so as to be at a prescribed inclination. Next, longitudinal bars 14 meeting at right angles with the lateral bars 12 are provided on the underside of the lateral bars 12, and templates 16 extendingly existing in the lengthwise direction of the lateral bars are projectingly provided at prescribed intervals on the underside of the longitudinal bars 14. Cement paste kneaded paste-likely is poured and filled into the gap between the formwork 10 and the building face, and solidified. After solidification of the cement paste, the formwork 10 is removed from a concrete staircase, the removed formwork 10 is loaded again on a building face to be built with another staircase at a prescribed angle, and reused as the formwork 10 for the staircase.

Description

【発明の詳細な説明】[Detailed description of the invention]

【0001】0001

【産業上の利用分野】本発明は、階段用型枠に関し、更
に詳細にはコンクリート製の階段を建設する際に、ペー
スト状に混練されたセメントペーストが流し込まれる階
段用型枠に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a stairway formwork, and more particularly to a stairway formwork into which a paste-like cement paste is poured when constructing concrete stairs.

【0002】0002

【従来の技術】従来、コンクリート製の階段は、階段を
構築する構築面にコンクリート用パネル(以下、コンパ
ネと称することがある)で階段の型枠を組み立て、次い
でペースト状に混練したセメントペーストを型枠内に流
し込み、流し込んだセメントが固まってから型枠を取り
外す一連の手順によって形成されている。
[Prior Art] Conventionally, concrete stairs have been constructed by assembling the formwork of the stairs using concrete panels (hereinafter sometimes referred to as konpane) on the construction surface, and then applying cement paste mixed into a paste. It is formed by a series of steps in which cement is poured into a mold and the mold is removed after the cement has hardened.

【0003】0003

【発明が解決しようとする課題】従来においては、建設
するコンクリート製の階段毎に、コンパネで型枠を組み
立てることを必要とする。かかる型枠の組み立て作業は
、形成する階段の規模によって異なるが、通常、4人の
型枠工が約2日間ほど要する。しかし、最近の様に、土
木作業者、特に型枠工が不足している状態では、型枠作
成工程が階段建設の律速工程となってきつつあり、型枠
作成工程の期間が階段建設の納期に大きな影響を与える
。また、従来の工法では、傾斜角やステップ幅等の階段
寸法が略等しい複数の階段を建設する場合にも、階段毎
に略同一の型枠を作成する必要があり、その都度、型枠
作成の工程を設定することを要する。そこで、本発明の
目的は、複数のコンクリート製の階段を建設する際に、
互いに流用することができ且つ型枠作成の工程を実質的
に不要にできる階段用型枠を提供することにある。
[Problems to be Solved by the Invention] Conventionally, it is necessary to assemble formwork using a control panel for each concrete staircase to be constructed. The work of assembling such formwork varies depending on the scale of the stairs to be formed, but it usually takes about two days for four formwork workers. However, in the recent situation where there is a shortage of civil engineering workers, especially formwork workers, the formwork creation process is becoming the rate-limiting process for stair construction, and the period of the formwork creation process is the deadline for stair construction. have a major impact on In addition, with conventional construction methods, even when constructing multiple stairs with approximately the same stair dimensions such as slope angle and step width, it is necessary to create approximately the same formwork for each stair, and the formwork must be created each time. It is necessary to set up the process. Therefore, when constructing a plurality of concrete stairs, an object of the present invention is to
To provide a formwork for stairs which can be used for each other and substantially eliminates the need for the process of forming the formwork.

【0004】0004

【課題を解決するための手段】本発明者は、前記目的を
達成すべく検討した結果、階段の各ステップ部の段差部
壁面となる位置に型板が位置するように、枠体の裏面側
に所定間隔を置いて複数枚の型板を突設した階段用型枠
は、他の階段建設の際にも再使用できることを見い出し
、本発明に到達した。即ち、本発明は、コンクリート製
の階段を建設する際に、ペースト状に混練されたセメン
トペーストが流し込まれる階段用型枠において、該型枠
には、建設する階段と等しい傾斜角となるように、階段
を構築する構築面に載置される枠体と、前記枠体の裏面
から階段の構築面方向に突出して階段の段差部壁面の各
々を形成する型板とを具備することを特徴とする階段用
型枠にある。
[Means for Solving the Problems] As a result of studies to achieve the above-mentioned object, the inventor of the present invention has developed a method that allows the template to be placed on the back side of the frame so that the template is located at the position that will be the wall surface of the stepped portion of each step portion of the staircase. The inventors have discovered that a stair formwork in which a plurality of templates are protruded at predetermined intervals can be reused for the construction of other stairs, and have arrived at the present invention. That is, the present invention provides a stair formwork into which cement paste mixed into a paste is poured when constructing concrete stairs, and the formwork has an inclination angle equal to that of the stairs to be constructed. , comprising a frame body placed on a construction surface for constructing the stairs, and a template projecting from the back surface of the frame toward the construction surface of the stairs to form each step wall surface of the stairs. In the formwork for stairs.

【0005】[0005]

【作用】本発明の階段用型枠は、枠体を建設する階段の
傾斜角と等しい傾斜角で階段を構築する構築面に載置す
ることによって、枠体から構築面側に突出する型板の各
々が階段の各ステップ部の段差部壁面位置となる。次い
で、型枠と構築面との間隙にペースト状に混練したセメ
ントペーストを流し込み充填し、各ステップ部の上面を
平坦にならした後、充填したセメントペーストを固化さ
せる。セメントペーストが固化してから型枠をクレーン
等で吊り上げることによって、型枠をコンクリート階段
から容易に離型し取り外すことができる。取り外した型
枠は、他の階段を建設する構築面に再び所定角度で載置
され、他の階段の型枠として再使用される。
[Function] The stair formwork of the present invention allows the formwork to protrude from the frame toward the construction surface by placing the frame on the construction surface on which the stairs are to be constructed at an inclination angle equal to the inclination angle of the stairs. are the wall surface positions of the step portions of each step portion of the stairs. Next, a cement paste kneaded into a paste is poured into the gap between the formwork and the construction surface, and after leveling the top surface of each step, the filled cement paste is solidified. By lifting the formwork with a crane or the like after the cement paste has solidified, the formwork can be easily released and removed from the concrete staircase. The removed formwork is placed again at a predetermined angle on the construction surface for constructing another staircase, and is reused as formwork for another staircase.

【0006】[0006]

【実施例】本発明を図面を用いて更に詳細に説明する。 図1は、本発明の一実施例を示す平面図であり、型枠1
0は複数本の縦桟12及び横桟14が組み合わされた枠
体である。かかる枠体を形成する縦桟12及び横桟14
は、図1の側面図である図2に示す様に、I型鋼が使用
されている。型枠10には、横桟12の両端部の各下面
側に支持台20が設けられており、支持台20は階段を
構築する構築面に載置され、型枠10を所定の傾斜角と
なるように支承する。この横桟12に対して直交する縦
桟14が横桟12の下面側に設けられており、縦桟14
の下面側には、横桟12の長手方向に延在する型板16
が突設されている。かかる型板16は、図1に示す如く
、縦桟14と直交しつつ所定間隔を置いて設けられてい
る。型板16は、階段のステップ部の段差部壁面を形成
する部材であって、型板16間の間隔が階段のステップ
幅となる。また、型板16は、図3に示す如く、鋼板1
6aの縦桟14に対する角度が突設角θとなるように、
鋼板16aの一端が縦桟14に溶着されている。更に、
鋼板16aは、縦桟14に一端が溶着されているリブ1
5及びリブ15に溶着された補強板16bによって補強
されている。尚、本実施例における鋼板16aの縦桟1
4に対する突設角θは、階段を構築する構築面に型枠1
0を載置したとき、階段のステップ面に対して垂直とな
る角度とした。この様な鋼板16aには、形成されるス
テップ部の角部の面取りを行う面取り部材16cが設け
られている。本実施例の型枠10には、図2に示す様に
、各縦桟14の上面に山形部18が形成されている。冬
季等の際に、山形部18にシート等を掛けて形成される
空間部内にストーブ等の暖房器具を挿入し、型枠10内
に流し込んだコンクリートの凍結を防止することができ
る。また、本実施例の型枠10を構成する横桟12はI
型鋼を使用しているため、横桟12の端面の各々は、図
4に示す如く、I字状となっている。このため、図4に
示す断面コの字状の吊り具22を横桟12の各端部に挿
入することができ、型枠10をクレーン等によって吊り
下げることができる。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be explained in more detail with reference to the drawings. FIG. 1 is a plan view showing one embodiment of the present invention, and the formwork 1
0 is a frame body in which a plurality of vertical bars 12 and horizontal bars 14 are combined. Vertical bars 12 and horizontal bars 14 forming such a frame body
As shown in FIG. 2, which is a side view of FIG. 1, I-type steel is used. The formwork 10 is provided with support stands 20 on each lower surface side of both ends of the horizontal beam 12, and the support stands 20 are placed on the construction surface on which the stairs are constructed, and the formwork 10 is set at a predetermined inclination angle. I will support you as much as possible. A vertical bar 14 that is orthogonal to the horizontal bar 12 is provided on the lower surface side of the horizontal bar 12.
A template 16 extending in the longitudinal direction of the horizontal bar 12 is provided on the lower surface side of the horizontal bar 12.
is installed protrudingly. As shown in FIG. 1, the templates 16 are provided perpendicularly to the vertical bars 14 at predetermined intervals. The templates 16 are members that form the wall surface of the step portion of the staircase, and the interval between the templates 16 corresponds to the step width of the staircase. In addition, the template 16 is a steel plate 1 as shown in FIG.
So that the angle of 6a with respect to the vertical beam 14 becomes the protrusion angle θ,
One end of the steel plate 16a is welded to the vertical beam 14. Furthermore,
The steel plate 16a has a rib 1 whose one end is welded to the vertical beam 14.
5 and a reinforcing plate 16b welded to the rib 15. Note that the vertical beam 1 of the steel plate 16a in this embodiment
The protrusion angle θ with respect to 4 is the formwork 1 on the construction surface for constructing the stairs.
0 was set at an angle perpendicular to the step surface of the stairs. Such a steel plate 16a is provided with a chamfering member 16c for chamfering the corners of the step portion to be formed. In the formwork 10 of this embodiment, as shown in FIG. 2, a chevron portion 18 is formed on the upper surface of each vertical bar 14. In winter or the like, a heater such as a stove can be inserted into the space formed by covering the chevron portion 18 with a sheet or the like to prevent the concrete poured into the formwork 10 from freezing. Further, the horizontal bars 12 constituting the formwork 10 of this embodiment are I
Since shaped steel is used, each end face of the horizontal bar 12 is I-shaped as shown in FIG. Therefore, the hanging tools 22 having a U-shaped cross section as shown in FIG. 4 can be inserted into each end of the horizontal beam 12, and the formwork 10 can be suspended by a crane or the like.

【0007】図1及び図2に示す本実施例の型枠10は
、図5に示す様に、階段を建設する傾斜面Aに載置され
る。その際に、支持台20の位置や高さ等を調整し、型
枠10の傾斜角を建設する階段の傾斜角と等しくなるよ
うにする。本実施例においては、縦桟14の傾斜角と形
成する階段の傾斜角とが等しくなったとき、型板16の
鋼板16aが階段のステップ面に対して垂直となるよう
に、縦桟14に対する鋼板16aの突設角θ(図3)が
調整されている。この様に本実施例の型枠10を傾斜面
Aに載置し、型枠10の傾斜角等の調整に要する時間は
、土木作業員2人で約2時間程度で行うことができる。 次いで、型枠10と傾斜面Aとの間隙にペースト状に混
練したセメントペーストを流し込み充填し、ステップ部
の上面を平坦にする。その際に、型枠10の型板16は
、ステップ部の段差部壁面を形成する。次いで、充填し
たセメントペースト(コンクリート)が固化するまで型
枠10は、そのままの状態で放置する。この際に、冬季
等において、コンクリートが凍結するおそれがある場合
には、型枠10の山形部18上にシート等を掛けること
によってコンクリート面との間に形成される空間部に石
油ストーブ等の暖房手段を挿入しコンクリートの凍結防
止を図ることができる。充填したコンクリートが固化し
たならば、型枠10をコンクリート階段から離型する。 本実施例においては、、型枠10の横桟12の両端に図
4に示す吊り具22を装着し、クレーン等で型枠10を
吊り上げることによって容易にコンクリート階段から離
型することができる。尚、コンクリート階段と型枠10
とが密着しており、クレーン等による型枠10のコンク
リート階段との離型が困難である場合には、予めジャッ
キ等で型枠10を若干持ち上げてコンクリート階段との
離型をした後、クレーン等で型枠10を吊り上げればよ
い。この様にして建設されたコンクリート製の階段は、
ステップ部の角部が面取りされたものであり、取り外さ
れた型枠10は他の階段の型枠として再使用することが
できる。また、本実施例の型枠10を使用する工法は、
従来のコンパネによる型枠を用いる工法に比較して、型
枠を形成する型枠工程を不要とすることができるため、
工期を短縮することができ且つ必要人員も著しく減少す
ることができる。
The formwork 10 of this embodiment shown in FIGS. 1 and 2 is placed on a slope A on which stairs are to be constructed, as shown in FIG. At that time, the position, height, etc. of the support stand 20 are adjusted so that the angle of inclination of the formwork 10 is equal to the angle of inclination of the stairs to be constructed. In this embodiment, when the inclination angle of the vertical bar 14 and the inclination angle of the staircase to be formed are equal, the steel plate 16a of the template 16 is made perpendicular to the step surface of the staircase. The protrusion angle θ (FIG. 3) of the steel plate 16a is adjusted. In this manner, the time required for placing the formwork 10 of this embodiment on the inclined surface A and adjusting the inclination angle of the formwork 10 can be performed by two civil engineering workers in approximately 2 hours. Next, the gap between the formwork 10 and the inclined surface A is poured and filled with cement paste kneaded into paste form, thereby flattening the upper surface of the step portion. At this time, the template 16 of the formwork 10 forms the wall surface of the stepped portion of the step portion. Next, the formwork 10 is left as it is until the filled cement paste (concrete) hardens. At this time, if there is a risk that the concrete may freeze in the winter, etc., place a sheet or the like over the chevron portion 18 of the formwork 10 and place a kerosene stove or similar object in the space formed between it and the concrete surface. A heating means can be inserted to prevent concrete from freezing. Once the filled concrete has solidified, the formwork 10 is released from the concrete staircase. In this embodiment, hanging tools 22 shown in FIG. 4 are attached to both ends of the horizontal beams 12 of the formwork 10, and the formwork 10 can be easily released from the concrete staircase by lifting it with a crane or the like. In addition, concrete stairs and formwork 10
If the formwork 10 is in close contact with the concrete stairs, and it is difficult to separate the formwork 10 from the concrete stairs using a crane, etc., lift the formwork 10 slightly using a jack etc. to separate it from the concrete stairs, and then remove the formwork 10 from the concrete stairs using a crane. The formwork 10 may be lifted up using a method such as the following. Concrete stairs constructed in this way,
The corners of the step portion are chamfered, and the removed formwork 10 can be reused as formwork for other stairs. Furthermore, the construction method using the formwork 10 of this embodiment is as follows:
Compared to the conventional construction method that uses formwork using control panels, it eliminates the need for a formwork process to form formwork.
The construction period can be shortened and the number of required personnel can be significantly reduced.

【0008】以上、述べてきた実施例においては、階段
の段差部壁面を形成する型板16は、縦桟14及びリブ
15に溶接によって固着されているが、型板16の端部
を縦桟14に回動自在に軸着し、一端が縦桟14に固着
されているターンバックル等の他端に型板16を連結し
てもよい。かかる型板16によれば、縦桟14と型板1
6との突設角θをターンバックル等によって所望の角度
に変更することができる。また、傾斜面Aと型枠10と
の間隙にセメントペーストを充填する際に、予めステッ
プ面となる面に平坦なプレートを載置しておいてもよい
。この様に平坦なプレートを載置しておくことによって
、セメントペーストが充填された後にステップ面を平坦
にする作業を不要とすることができる。かかるプレート
としては、表面に彫刻等が彫られているものであっても
よい。
In the embodiments described above, the template 16 forming the wall surface of the step part of the staircase is fixed to the vertical beam 14 and the rib 15 by welding, but the end of the template 16 is fixed to the vertical beam 14 and the rib 15 by welding. The template 16 may be rotatably attached to the vertical bar 14 and connected to the other end of a turnbuckle or the like whose one end is fixed to the vertical bar 14. According to this template 16, the vertical bar 14 and the template 1
6 can be changed to a desired angle using a turnbuckle or the like. Furthermore, when filling the gap between the inclined surface A and the formwork 10 with cement paste, a flat plate may be placed in advance on the surface that will become the step surface. By placing a flat plate in this manner, it is possible to eliminate the need to flatten the step surface after filling with cement paste. Such a plate may have a surface carved with engravings or the like.

【0009】[0009]

【発明の効果】本発明の階段用型枠を用いた工法によれ
ば、型枠を再使用できるために型枠形成の工程を省略で
きる。このため、土木作業員、特に型枠工が不足する現
在、本発明の階段用型枠を使用することによって、コン
パネによって型枠を形成する従来の工法に比較して、コ
ンクリート製の階段を建設する工期を短縮することがで
き且つ必要人員も減少することができる。
According to the construction method using the stairway formwork of the present invention, the formwork can be reused, so that the step of forming the formwork can be omitted. For this reason, at a time when civil engineering workers, especially formwork workers, are in short supply, by using the stairway formwork of the present invention, it is possible to construct concrete stairs compared to the conventional method of forming formwork using control panels. It is possible to shorten the construction period and reduce the number of required personnel.

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

【図1】本発明の一実施例を示す平面図である。FIG. 1 is a plan view showing one embodiment of the present invention.

【図2】図1の側面図である。FIG. 2 is a side view of FIG. 1;

【図3】型枠への型板16の取り付け状態を示す部分断
面図である。
FIG. 3 is a partial sectional view showing how the template 16 is attached to the formwork.

【図4】図1に示す型枠を吊り上げる吊り具を説明する
説明図である。
FIG. 4 is an explanatory diagram illustrating a hanging tool for lifting the formwork shown in FIG. 1;

【図5】図1の枠体の使用状態を説明する説明図である
FIG. 5 is an explanatory diagram illustrating how the frame shown in FIG. 1 is used.

【符号の説明】[Explanation of symbols]

10  型枠 12  枠体を構成する横桟 14  枠体を構成する縦桟 16  型板 18  山形部 20  支持台 θ    突設角 10 Formwork 12 Horizontal beams that make up the frame 14 Vertical bars that make up the frame 16 Template 18 Yamagata section 20 Support stand θ Projection angle

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】  コンクリート製の階段を建設する際に
、ペースト状に混練されたセメントペーストが流し込ま
れる階段用型枠において、該型枠には、建設する階段と
等しい傾斜角となるように、階段を構築する構築面に載
置される枠体と、前記枠体の裏面から階段の構築面方向
に突出して階段の段差部壁面の各々を形成する型板とを
具備することを特徴とする階段用型枠。
Claim 1: In a stair formwork into which cement paste mixed into a paste is poured when constructing concrete stairs, the formwork includes: It is characterized by comprising a frame body placed on a construction surface for constructing the stairs, and a template that projects from the back surface of the frame toward the construction surface of the stairs to form each step wall surface of the stairs. Formwork for stairs.
JP3117039A 1991-04-19 1991-04-19 Formwork for stairs Expired - Lifetime JPH0816396B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3117039A JPH0816396B2 (en) 1991-04-19 1991-04-19 Formwork for stairs

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3117039A JPH0816396B2 (en) 1991-04-19 1991-04-19 Formwork for stairs

Publications (2)

Publication Number Publication Date
JPH04323464A true JPH04323464A (en) 1992-11-12
JPH0816396B2 JPH0816396B2 (en) 1996-02-21

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ID=14701927

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3117039A Expired - Lifetime JPH0816396B2 (en) 1991-04-19 1991-04-19 Formwork for stairs

Country Status (1)

Country Link
JP (1) JPH0816396B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102182303A (en) * 2011-03-31 2011-09-14 西安建筑科技大学 Oblique annular closed structural template supporting method
CN107143047A (en) * 2017-07-13 2017-09-08 广东建星建造集团有限公司 Precast stair and cast-in-situ wall system attachment structure
CN114114963A (en) * 2021-10-19 2022-03-01 厦门安科科技有限公司 Control method and control device based on building template mold closing

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS615950U (en) * 1984-06-15 1986-01-14 株式会社竹中工務店 Formwork support device for concrete stairs

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS615950U (en) * 1984-06-15 1986-01-14 株式会社竹中工務店 Formwork support device for concrete stairs

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102182303A (en) * 2011-03-31 2011-09-14 西安建筑科技大学 Oblique annular closed structural template supporting method
CN107143047A (en) * 2017-07-13 2017-09-08 广东建星建造集团有限公司 Precast stair and cast-in-situ wall system attachment structure
CN114114963A (en) * 2021-10-19 2022-03-01 厦门安科科技有限公司 Control method and control device based on building template mold closing
CN114114963B (en) * 2021-10-19 2023-12-12 厦门安科科技有限公司 Control method and control device based on building template die assembly

Also Published As

Publication number Publication date
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