JPS6143508B2 - - Google Patents

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Publication number
JPS6143508B2
JPS6143508B2 JP3666178A JP3666178A JPS6143508B2 JP S6143508 B2 JPS6143508 B2 JP S6143508B2 JP 3666178 A JP3666178 A JP 3666178A JP 3666178 A JP3666178 A JP 3666178A JP S6143508 B2 JPS6143508 B2 JP S6143508B2
Authority
JP
Japan
Prior art keywords
corner
formwork
concrete
plate
forming
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
JP3666178A
Other languages
Japanese (ja)
Other versions
JPS54129717A (en
Inventor
Ichiro Tsukada
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP3666178A priority Critical patent/JPS54129717A/en
Publication of JPS54129717A publication Critical patent/JPS54129717A/en
Publication of JPS6143508B2 publication Critical patent/JPS6143508B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 コンクリート、石膏等を建築物の躯体または躯
体外層部分に用いる場合、型枠を設置し、その中
に打設して凝固後、該型枠をとりはずし必要に応
じ表面にモルタル塗装を行うことが通常行われて
いるが、建築物の出隅部又は入隅部の整面及び線
出しは容易でなく、木製定木を当てて行つても整
面用こて等の扱いには相当の熟練を要しまた出隅
部の場合は、隅部をなす一面の整面後凝結を待ち
次に他面の整面と隅部の線出しをしなければなら
ないので施工時間をかなり要し、一方、入隅部の
線出しはそのための基準線がないため施工方法上
の困難性があり、いずれも施工能率を落してい
た。
[Detailed Description of the Invention] When concrete, plaster, etc. are used for the frame or outer layer of a building, a formwork is installed, and after solidification, the formwork is removed and the surface is coated as necessary. Mortar painting is usually done, but it is not easy to level and draw lines at the external or internal corners of buildings, and even if you do it by applying wooden planks, it is difficult to use a trowel for leveling. Handling requires considerable skill, and in the case of protruding corners, construction time is reduced because it is necessary to prepare one side of the corner, wait for it to solidify, and then prepare the other side and draw the corner lines. On the other hand, drawing out lines at inside corners was difficult due to the lack of a reference line, which lowered construction efficiency.

本施工能率を向上させる要求は建築施工者不足
の社会的な面からも、したがつてまた施工速度の
面からも起つており、解決が望まれて来た。
The demand for improving construction efficiency arises not only from the social perspective of a shortage of construction workers, but also from the perspective of construction speed, and a solution has been desired.

本発明者はこれらの点について種々検討した結
果次に述べる方法を発明し、前記問題点を解決す
ることに成功した。
As a result of various studies on these points, the inventor invented the method described below and succeeded in solving the above problems.

本発明の内容を図面を用いながら説明する。 The content of the present invention will be explained using the drawings.

コンクリート(コンクリートのほかセメントモ
ルタルとか石膏が用いられることがあるが、以下
コンクリート使用の場合について説明する)を打
設するとき第1図のごとく型板1,1………にて
出隅部成形用の型枠8を組立てる場合とか第2図
のごとく型板1,1………にて出隅部とともに入
隅部をも成形するのに用いる型枠8を組立てる場
合等が考えられ、夫々空間A(空間Aは全体が空
間であることもあり、基幹があつてその周囲につ
くられた空間である場合もあるが、以下、全体が
空間である場合について説明する)が作られそこ
にコンクリートが打設され建築物が形成されるこ
とになるが、第1図の場合、建築物出隅部が形成
され、第2図の場合、建築物出隅部及び入隅部が
形成される等の例が挙げられる。
When pouring concrete (cement mortar or plaster may be used in addition to concrete, but we will explain below when using concrete), form the protruding corners using templates 1, 1, etc. as shown in Figure 1. For example, when assembling the formwork 8 used for forming the inside corner as well as the outside corner with the templates 1, 1 as shown in Fig. 2, etc. Space A (Space A may be the entire space, or it may be a space created around a core, but below we will explain the case where the entire space is a space). Concrete is poured and a building is formed. In the case of Figure 1, the building's projecting corner is formed, and in the case of Figure 2, the building's projecting and entering corners are formed. Examples include:

これらの場合建築物出隅部又は入隅部及びその
周辺のモルタル(モルタルにはセメントモルタ
ル、石膏モルタル等があるが以下単にモルタルと
いう。)整面、隅の線はこて等による場合は長尺
定木の当て方、こてを組合せた扱い方は熟練を要
し、また隅部の2面を仕上げるためには長尺定木
のみでは一般に長い施工時間を要する。
In these cases, the mortar (mortar includes cement mortar, gypsum mortar, etc., but hereinafter simply referred to as mortar) at the projecting or entering corner of the building and its surroundings is leveled, and the corner lines are long if used with a trowel, etc. Skill is required to apply the length of the timber and how to handle it in combination with a trowel, and it generally takes a long construction time to finish the two corners using only the length of the timber.

本発明による場合、角縁部仕上用埋込型材とス
ペーサーを型枠8の内側の入隅部に当てて仮固定
した状態でコンクリートを打設し該角縁部仕上用
埋込型材と共に凝結させ、しかる後に型枠8とス
ペーサーをはずし、該角縁部仕上用埋込型材部分
の外方であつてスペーサーのあつたところの凹陥
部をコンクリートまたはモルタルで充填して該型
材の線に沿つて仕上げることにより前記諸問題を
解決し得た。
In the case of the present invention, concrete is poured with the corner edge finishing embedding material and the spacer temporarily fixed against the inner corner of the formwork 8, and the concrete is set together with the corner edge finishing embedding material. , After that, remove the formwork 8 and the spacer, fill the recessed part outside the corner edge finishing embedded molding part where the spacer was with concrete or mortar, and fill it along the line of the molding material. By finishing this, we were able to solve the above problems.

ここで用いる角縁部仕上用埋込型材の形として
は第3図1〜3等の態様である。
The shape of the embedded molding material for corner edge finishing used here is the embodiment shown in FIGS. 1 to 3, etc.

第3図1の形状の場合、狭巾の長方形状の板体
3、及び広巾の長方形状の板3′,3″からなり、
それらは各長辺にて三方向に放射状に且つ板
3′,3″は出隅部2とほゞ同じ90゜で交わり、板
3は板3′,3″とほゞ135゜で交わつており板体
3の自由端を第1図の型枠8の入隅部82に押し
当て板体3′及び3″は型枠用型板1,1に面平行
状態に臨ませ(第4図1右下の状態)板体3′,
3″と型枠との間には、板体3′,3″の位置固定
用にスペーサー5,5を設け(同図左上の状態)
型枠8内の空間部にコンクリートを打設しコンク
リート9が凝固後、型枠をはずして第5図1左上
の状態に持つて行き更にスペーサーを除去して同
図右下の状態に持つて行く。次に、角縁部仕上用
埋込型材4を埋込むように凹陥部7にモルタルを
充填し、板体3の長辺にこてを当てつつ出隅部周
辺を整面し、仕上部7′を完成することにより第
5図1′の状態にすることができる。この仕上げ
部7厚みは1〜30mm好ましくは2〜5mmがとられ
る。
In the case of the shape shown in FIG. 3, it consists of a narrow rectangular plate 3 and wide rectangular plates 3', 3'',
They are arranged radially in three directions on each long side, and plates 3' and 3'' intersect with the protruding corner 2 at approximately 90 degrees, and plate 3 intersects with plates 3' and 3'' at approximately 135 degrees. The free end of the cage plate 3 is pressed against the corner 82 of the formwork 8 shown in FIG. 1 Lower right state) Plate body 3',
Spacers 5, 5 are provided between 3'' and the formwork to fix the position of plates 3', 3'' (as shown in the top left of the figure).
Concrete is poured into the space inside the formwork 8, and after the concrete 9 has solidified, the formwork is removed and brought to the upper left position in Figure 5, and the spacer is removed and the concrete is brought to the lower right position in the same figure. go. Next, the concave portion 7 is filled with mortar so as to embed the corner edge finishing embedding material 4, and while applying a trowel to the long sides of the plate body 3, the area around the protruding corner is smoothed, and the finished portion 7 is smoothed. By completing ', the state shown in FIG. 5 1' can be obtained. The thickness of the finished portion 7 is 1 to 30 mm, preferably 2 to 5 mm.

本方法をとることにより建築物の出隅部2が美
しく早く仕上げられることに成功した。
By using this method, it was possible to finish the projecting corner 2 of the building beautifully and quickly.

型枠として第2図に示す形状のものを用いる場
合建築物出隅部は前記(第1図の場合)と同様に
形成されるが、入隅部は、型枠8の内側の出隅部
82′に狭巾の長方形状の板3と広巾の長方形状
の板3′,3″がそれらの長辺において放射状に一
体化してなり板3′,3″は入隅部2′とほゞ同じ
90゜で交わり、板3は板3′,3″とほゞ45゜で交
わつている角縁部仕上用埋込型材4′(第3図
2)をその狭巾の長方形状の板3の自由端が当接
するように押し当て板体3′及び3″は型枠用型板
1,1に面平行に臨ませ(第4図2)型枠8内の
空間部にコンクリートを打設しコンクリート9が
凝固後型枠をはずしスペーサー5,5を順次除去
して行き凹陥部7を作り第5図2の状態に持つて
行き、角縁部仕上用埋込型材4′を埋込むように
該凹陥部にモルタルを充填し、板体3の長辺にこ
てを当てて入隅部周辺を整面し仕上げ部7′を完
成することにより第5図2′の状態にすることが
できる。本方法をとることにより建築物の入隅部
2′が美しく早く仕上げられることにより成功し
た。ここに用いるスペーサーは、板3′,3″の位
置決めのみに必要なもので、金属板、プラスチツ
ク板、発泡プラスチツク板等適宜用いられる。
When a formwork having the shape shown in FIG. 2 is used, the projecting corner of the building is formed in the same manner as described above (in the case of FIG. 1), but the internal corner is formed by forming the projecting corner inside the formwork 8. At 82', a narrow rectangular plate 3 and a wide rectangular plate 3', 3'' are radially integrated on their long sides, and the plates 3', 3'' are approximately connected to the inner corner 2'. same
The board 3 intersects at an angle of 90 degrees with the boards 3' and 3'' at an angle of approximately 45 degrees. Place the pressing plates 3' and 3'' parallel to the formwork templates 1, 1 so that their free ends are in contact with each other (Fig. 4, 2), and pour concrete into the space inside the formwork 8. After the concrete 9 has solidified, remove the formwork and remove the spacers 5, 5 one after another to create a concave part 7 and bring it to the state shown in Fig. 5-2, and embed the corner edge finishing embedding material 4'. By filling the recess with mortar, applying a trowel to the long sides of the plate body 3, leveling the area around the inside corner, and completing the finished part 7', the state shown in Fig. 5 2' can be obtained. . By using this method, the interior corner 2' of the building was successfully finished beautifully and quickly. The spacer used here is necessary only for positioning the plates 3', 3'', and may be made of a metal plate, a plastic plate, a foamed plastic plate, or the like as appropriate.

第1図の型枠8に用いる角縁部仕上用埋込型材
として第4図1の代りに第4図3を用いた場合、
即ち第4図1の板3を板3′,3″の内角側に延長
した突起6を有するものを用いた場合、第4図3
の状態に入隅部82に固定し、前記同様コンクリ
ートを打設し型枠をはずして得られた第5図3の
左上の状態からスペーサー5,5をはずし同図右
下の状態にもつてきて後、角縁部仕上用埋込型材
4″の外方の凹陥部7を埋込むようにモルタルを
充填し、同様に仕上げる7とき、突起6がモルタ
ル内に埋り、角縁部仕上用埋込型材の固定性が一
層向上する。
When FIG. 4 3 is used instead of FIG. 4 1 as the corner edge finishing embedded material used in the formwork 8 of FIG. 1,
That is, when using the plate 3 shown in FIG. 4 1 having projections 6 extending toward the inner corners of the plates 3' and 3'', the plate 3 shown in FIG. 4 3 is used.
The spacers 5, 5 are fixed to the corner 82 in the state shown in FIG. After that, mortar is filled so as to embed the outer recessed part 7 of the corner edge finishing embedding material 4'', and when finishing in the same manner 7, the protrusion 6 is buried in the mortar, and the corner edge finishing embedding material 4'' is The fixation of the embedded mold material is further improved.

また長方形状の板3,3′,3″に適当な大きさ
の穿孔があれば、同板両側のコンクリートとがモ
ルタルの連結がより向上して角縁部仕上用埋込型
材の固定性の向上に役立つ。このことは突起部6
についても有効である。また、スペーサーを用い
るかわりに長方形状の板3′及び/または3″に位
置決め用の足を一体的につくることも有効であ
る。
In addition, if the rectangular plates 3, 3', and 3'' have holes of appropriate size, the mortar connection with the concrete on both sides of the plate will be improved, and the fixation of the embedded material for corner edge finishing will be improved. This helps improve the protrusion 6.
It is also valid for Furthermore, instead of using spacers, it is also effective to integrally form positioning feet on the rectangular plates 3' and/or 3''.

なお上記した型材、スペーサーを型枠に仮固定
する方法としては特に限定しないが、接着剤、粘
着剤、釘打ち等による通常の手段で充分であり、
固定方法は本発明を限定するものではない。
The method for temporarily fixing the above-mentioned shapes and spacers to the formwork is not particularly limited, but ordinary means such as adhesives, adhesives, nailing, etc. are sufficient.
The fixing method does not limit the invention.

以上本発明の内容を詳細に説明したが本発明の
要旨は、型板1,1………にて、コンクリート等
製建築物9の出隅部2または入隅部2′を形成す
るための型枠8を組立て、当該型枠8内にコンク
リート等を打設する建築物の隅部の形成方法にお
いて、狭巾の長方形状の板3及び広巾の長方形状
の板3′,3″をそれらの各長辺にて三方向に放射
状に且つ板3′,3″は出隅部2または入隅部2′
の角度とほゞ同じ角度を有し、前記板3は板
3′,3″のなす角度を外角または内角において
ほゞ2等分する角度を有して固着一体化した角縁
部仕上用埋込型材4または4′の板3の長辺の自
由端を出隅部2形成用型枠8の入隅部82または
入隅部2′形成用型枠8の出隅部82′に当接し、
板3′,3″を型枠8,8の面との間にスペーサー
5,5を介在させかつこれらの面に平行に仮固定
し、続いて型枠8内に型材4または4′及びスペ
ーサー5,5部分を残こしたコンクリート等を打
設し、該コンクリート等が凝結固化しはじめた
後、型枠8及びスペーサー5,5を除き、型材4
または4′の板3側に形成された凹陥部7にコン
クリート等を充填し、板3の自由端に沿つてモル
タル表面を平滑に仕上げ、出隅部または入隅部を
形成するコンクリート等製建築物の隅部の形成方
法にあり、本法をとることにより、建築物の、特
に外観的に重要な隅部を迅速に且つ美麗に仕上げ
ることが可能になつた。
The contents of the present invention have been described in detail above, but the gist of the present invention is to form an external corner 2 or an internal corner 2' of a building 9 made of concrete or the like using templates 1, 1... In a method of forming a corner of a building in which a formwork 8 is assembled and concrete or the like is poured into the formwork 8, a narrow rectangular plate 3 and a wide rectangular plate 3', 3'' are used. radially in three directions on each long side of
The plate 3 has an angle that approximately bisects the angle formed by the plates 3' and 3'' at the outer or inner angle, and the corner edge finishing embedding is fixedly integrated therewith. The free end of the long side of the plate 3 of the embedded mold material 4 or 4' is brought into contact with the inside corner 82 of the form 8 for forming the outside corner 2 or the outside corner 82' of the form 8 for forming the inside corner 2'. ,
The plates 3', 3'' are temporarily fixed in parallel to the surfaces of the formworks 8, 8 with spacers 5, 5 interposed between them, and then the formwork 4 or 4' and the spacers are placed in the formwork 8. After pouring the concrete, etc. with the remaining portions 5 and 5, and after the concrete, etc. begins to solidify, the formwork 4 is removed, excluding the formwork 8 and the spacers 5, 5.
Or a building made of concrete, etc., in which the concave portion 7 formed on the side of the plate 3 of 4' is filled with concrete, etc., and the mortar surface is smoothed along the free edge of the plate 3 to form a protruding or inward corner. By using this method, it has become possible to quickly and beautifully finish the corners of buildings, which are particularly important in appearance.

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

第1,2図は型板にて形成された型枠の平面図
を示す。第3図1,2,3は角縁部仕上用埋込型
材の各種態様例の斜視図を示す。第4図は第1〜
2図に示した型枠に第3図に示した各種型材をと
りつけた状態の平面図を示す。第5図1,2,3
はコンクリートを打設して後、型枠をはずした平
面図を示し、第5図1′,2′,3′は夫々隅部を
仕上げた平面図である。 第1〜5図において、1……型板、2……建築
物出隅部、2′……建築物入隅部、3……角縁部
仕上用埋込型材を構成する狭巾板、3′,3″……
同上の広巾板、4,4′,4″……角縁部仕上用埋
込型材、5……スペーサー、7′……モルタル、
8……型枠、9……コンクリート製建築物。
Figures 1 and 2 show plan views of the formwork formed by the template. FIGS. 1, 2 and 3 show perspective views of various embodiments of corner edge finishing embedded sections. Figure 4 shows numbers 1-
FIG. 3 is a plan view of the formwork shown in FIG. 2 with the various mold materials shown in FIG. 3 attached thereto. Figure 5 1, 2, 3
5 shows a plan view with the formwork removed after pouring concrete, and FIGS. 5 1', 2', and 3' are plan views with the corners finished, respectively. In Figs. 1 to 5, 1... template, 2... building corner, 2'... building corner, 3... narrow plate constituting embedded profile for corner edge finishing; 3', 3''...
Wide board as above, 4, 4', 4''...embedded material for corner edge finishing, 5...spacer, 7'...mortar,
8...Formwork, 9...Concrete building.

Claims (1)

【特許請求の範囲】 1 型板1,1………にて、コンクリート等製建
築物9の出隅部2または入隅部2′を形成するた
めの型枠8を組立て、当該型枠8内にコンクリー
ト等を打設する建築物の隅部の形成方法におい
て、狭巾の長方形状の板3及び広巾の長方形状の
板3′,3″をそれらの各長辺にて三方向に放射状
に且つ板3′,3″は出隅部2または入隅部2′の
角度とほぼ同じ角度を有し、前記板3は板3′,
3″のなす角度を外角または内角においてほぼ2
等分する角度を有して固着一体化した角縁部仕上
用埋込型材4または4′の板3の長辺の自由端を
出隅部2形成用型枠8の入隅部82または入隅部
2′形成用型枠8の出隅部82′に当接し、板
3′,3″を型枠8,8の面との間にスペーサー
5,5を介在させかつこれらの面に平行に仮固定
し、続いて型枠8内に型材4または4′及びスペ
ーサー5,5部分を残こしてコンクリート等を打
設し、該コンクリート等が凝結固化しはじめた
後、型枠8及びスペーサー5,5を除き、型材4
または4′の板3側に形成された凹陥部7にコン
クリートまたはモルタルを充填し、板3の長辺に
沿つてこてを当てつつコンクリートまたはモルタ
ル表面を平滑に仕上げ、出隅部または入隅部を形
成することを特徴とするコンクリート等製建築物
の隅部の形成方法。 2 狭巾の板3およびまたは広巾の板3′,3″に
は多数の穿孔を有する角縁部仕上用埋込型材4ま
たは4′を用いる特許請求の範囲第1項記載のコ
ンクリート等製建築物の隅部の形成方法。
[Scope of Claims] 1. A formwork 8 for forming an external corner 2 or an internal corner 2' of a building 9 made of concrete or the like is assembled using templates 1, 1, etc., and the formwork 8 is assembled. In a method for forming corners of a building in which concrete, etc. is poured, a narrow rectangular plate 3 and a wide rectangular plate 3', 3'' are formed radially in three directions with their respective long sides. and the plates 3', 3'' have substantially the same angle as the angle of the protruding corner 2 or the inlet corner 2';
The angle formed by 3" is approximately 2 at the exterior or interior angle.
The free end of the long side of the plate 3 of the embedded molding material 4 or 4' for corner edge finishing, which is fixed and integrated with an angle of equal division, is inserted into the inner corner 82 or the inner corner of the formwork 8 for forming the outer corner 2. The plate 3', 3'' is brought into contact with the protruding corner 82' of the formwork 8 for forming the corner 2', with spacers 5, 5 interposed between the plates 3', 3'' and the surfaces of the formwork 8, 8, and parallel to these surfaces. The formwork 8 and spacers are then temporarily fixed in the formwork 8, and then concrete, etc. is poured leaving the formwork 4 or 4' and the spacers 5, 5 in the formwork 8, and after the concrete, etc. begins to solidify, the formwork 8 and spacers are Except for 5 and 5, mold material 4
Or fill the concave part 7 formed on the plate 3 side of 4' with concrete or mortar, finish the concrete or mortar surface smooth while applying a trowel along the long sides of the plate 3, A method for forming a corner of a building made of concrete or the like, characterized by forming a corner of a building made of concrete or the like. 2. A building made of concrete or the like according to claim 1, in which the narrow plate 3 and/or the wide plates 3', 3'' are provided with corner edge finishing embedded shapes 4 or 4' having a large number of perforations. How to form the corners of objects.
JP3666178A 1978-03-31 1978-03-31 Method of forming corner portion of building in concrete* etc* Granted JPS54129717A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3666178A JPS54129717A (en) 1978-03-31 1978-03-31 Method of forming corner portion of building in concrete* etc*

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3666178A JPS54129717A (en) 1978-03-31 1978-03-31 Method of forming corner portion of building in concrete* etc*

Publications (2)

Publication Number Publication Date
JPS54129717A JPS54129717A (en) 1979-10-08
JPS6143508B2 true JPS6143508B2 (en) 1986-09-27

Family

ID=12476033

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3666178A Granted JPS54129717A (en) 1978-03-31 1978-03-31 Method of forming corner portion of building in concrete* etc*

Country Status (1)

Country Link
JP (1) JPS54129717A (en)

Also Published As

Publication number Publication date
JPS54129717A (en) 1979-10-08

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