JPH08120917A - Formwork structure for concrete building frame for dwelling house - Google Patents

Formwork structure for concrete building frame for dwelling house

Info

Publication number
JPH08120917A
JPH08120917A JP25839194A JP25839194A JPH08120917A JP H08120917 A JPH08120917 A JP H08120917A JP 25839194 A JP25839194 A JP 25839194A JP 25839194 A JP25839194 A JP 25839194A JP H08120917 A JPH08120917 A JP H08120917A
Authority
JP
Japan
Prior art keywords
formwork
layer
flange
concrete
column
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.)
Pending
Application number
JP25839194A
Other languages
Japanese (ja)
Inventor
Morinobu Aragaki
守信 新垣
Original Assignee
Shinyou:Kk
株式会社新洋
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 Shinyou:Kk, 株式会社新洋 filed Critical Shinyou:Kk
Priority to JP25839194A priority Critical patent/JPH08120917A/en
Publication of JPH08120917A publication Critical patent/JPH08120917A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE: To eliminate the work by carpenters in the construction fieled by connecting plural standardized formworks in order so as to construct the required formwork. CONSTITUTION: A formwork for colunm or wall is divided into three layers between the floor surface and the ceiling of the first floor or between the slab top surface and the ceiling of the top floor, and each layer forming surface is formed into the horizontal surface and commonly provided in the column and the wall. A formwork structure 1 for column is formed of a first layer 1...1, a second layer 2...2, and a third layer 3...3. For example, a formwork 2 for the second layer is bent at a right angle against the upper, lower, right, and left sides of a framework connection part 4 of the predetermined vertical rectangular flat surface, and integrally forms flange parts 5, 6, 7, 8 at the predetermined width, and continuous holes at the width pitch are drilled in each flange part. Each angle member 9...9, which are bent at a right angle, are interposed between the flange parts in the vertical direction of each layer, and the flange parts 5, 6 of both the upper and the lower side of the formwork 2 abut on the flange part of the formworks 1, 3 of the first and the third layers, and they are connected to each other by connecting fittings 10...10, and the flange parts 7, 8 of both the right and the left sides abut on the angle member 9, and connected by the connecting fittings 10...10.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は住宅用コンクリート躯体
の型枠構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete frame structure for a house.

【0002】[0002]

【従来の技術】従来のコンクリート躯体の型枠は、大工
職人が現場において、ベニヤ板等を加工して製作してい
たから、工期が長くかかり、型枠寸法が住宅ごとに異な
るので一度使用された型枠を次の住宅建築に適用できな
いことが多く、たとえ、寸法的に同一であっても、ベニ
ヤ板をコンクリート躯体から剥離する際に損傷したとき
は再使用に耐えないので、やむなく焼却処分せざるを得
ないなど、木材資源が大量に浪費されるという問題があ
った。
2. Description of the Related Art A conventional concrete frame formwork was used once because a carpenter worked on site to process plywood and the like, which required a long construction period and the formwork dimensions differ from house to house. Can not be applied to the next house construction, and even if the dimensions are the same, if it is damaged when peeling the plywood from the concrete frame, it cannot withstand reuse and must be incinerated. There is a problem that a large amount of wood resources are wasted.

【0003】そこで本発明者は、コンクリート躯体とそ
の型枠構造を標準化することにより、各種間取りの住宅
に適応して繰り返し使用することができ、型枠の連結手
段を簡素化することにより、現場における大工職人の仕
事を無くし、未習熟作業者が型枠を構築しても正確な寸
法のものを簡易に組み立て得る住宅用コンクリート躯体
の型枠構造を発明し、特願平5−330136号として
提案している(未公開)。
Therefore, the present inventor can standardize the concrete skeleton and its formwork structure and can repeatedly use it by adapting it to houses of various floor plans, and by simplifying the formwork connecting means, As a Japanese Patent Application No. 5-330136, we have invented a concrete frame structure for a house that eliminates the work of a carpenter in Japan, and allows an unskilled worker to easily assemble a mold of accurate dimensions even if he / she constructs a mold. Proposed (unpublished).

【0004】[0004]

【発明が解決しようとする課題】本発明は、この出願発
明に関連して為されたもので、壁体部のみでなく、柱、
梁等、住宅用コンクリート躯体全体の型枠構造を、規格
化された幾種類かの型枠の連結作業だけで構築するとと
もに、これら型枠を繰り返し使用できる型枠構造の提供
を解決課題とする。また、柱と壁という異形部分の型枠
の共用化を計り全体として型枠の種類を減少させること
を解決課題とする。
SUMMARY OF THE INVENTION The present invention has been made in connection with the invention of the present application, and not only the wall portion, but also the pillar,
The problem to be solved is to construct the formwork structure of the entire concrete structure for houses such as beams by simply connecting several types of standardized formwork, and to provide a formwork structure that can be used repeatedly. . In addition, the problem to be solved is to reduce the number of types of formwork as a whole by sharing the formwork of odd-shaped parts such as columns and walls.

【0005】[0005]

【課題を解決するための手段】本発明の住宅用コンクリ
ート躯体の型枠構造は、コンクリート躯体の型枠の全体
構造が複数個の型枠を連結したものであり、個々の型枠
は、コンクリート躯体を規定する躯体接合部と、その躯
体接合部の上辺、下辺、左辺および右辺に一体形成され
たフランジ部より成り、コンクリート躯体の壁部を規定
する外壁面用型枠、それと対向する内壁面用型枠、およ
びコンクリート躯体の柱部を規定する柱側面用型枠が同
一形状寸法に形成され、上記柱側面用型枠のフランジ部
の間が山形部材により連結されていることを特徴とす
る。
The formwork structure of a concrete frame for a house according to the present invention is such that the entire structure of the formwork of the concrete structure is formed by connecting a plurality of forms, and each form is made of concrete. Formwork for outer wall surface that defines the body joint part that defines the body and flange parts that are integrally formed on the upper side, lower side, left side and right side of the body joint part and that defines the wall part of the concrete body, and the inner wall surface facing it And a column side surface formwork that defines the column part of the concrete structure are formed to have the same shape and dimension, and the flange portions of the column side surface formwork are connected by a chevron member. .

【0006】[0006]

【作用】互いに隣接する型枠のフランジを固着具を用い
て連結してゆくことにより、躯体接合部が連続してコン
クリート躯体面を形成する。生コンクリートが流し込ま
れ、これが固化したのち、固着具と型枠は解体除去され
るが、これら各部材はくり返し使用することができる。
山形部材は頂角が90°であるから、これを介在させる
ことにより壁用型枠をそのまま用いて柱用型枠を構築す
ることができる。
By connecting the flanges of the molds which are adjacent to each other with the use of the fasteners, the skeleton joints are continuous to form the concrete skeleton surface. After the fresh concrete has been poured and has solidified, the fixture and the formwork are dismantled and removed, but each of these members can be used repeatedly.
Since the chevron member has an apex angle of 90 °, by interposing this, the wall mold can be used as it is to construct a pillar mold.

【0007】[0007]

【実施例】はじめに柱のみのための型枠と、壁のみのた
めの型枠について説明する。図1に柱用型枠構造の斜視
図を示し、図2にその横断面図、図3に図2のA部の詳
細図を示す。
EXAMPLES First, a formwork for only columns and a formwork for walls only will be described. FIG. 1 shows a perspective view of the pillar formwork structure, FIG. 2 shows a cross-sectional view thereof, and FIG. 3 shows a detailed view of a portion A of FIG.

【0008】住宅用コンクリート躯体全体の型枠構造
は、柱、壁を問わず、床面から一階天井まで、あるいは
スラブ上面から二階天井までの間が下から順に、第1
層、第2層、第3層に分けられ、層の境界面は水平面で
あって、柱、壁ともに共通している。例えば第1層の高
さ600mm、第2層の高さ1890mm、第3層の高
さ1013mmと規定することができる。第2層には窓
等の開口部が含まれ、第3層には梁が含まれる。型枠は
すべて鋼板によりつくられている。
[0008] The formwork structure of the entire concrete structure for a house, regardless of pillars or walls, is from the bottom to the ceiling on the first floor, or from the top of the slab to the ceiling on the second floor.
It is divided into a layer, a second layer, and a third layer, and the boundary surface of the layer is a horizontal plane, and the column and the wall are common. For example, the height of the first layer is 600 mm, the height of the second layer is 1890 mm, and the height of the third layer is 1013 mm. The second layer includes openings such as windows, and the third layer includes beams. All forms are made of steel plate.

【0009】柱用型枠構造は、図1に示す通り、第1層
を構成するもの1…1と、第2層を構成するもの2…2
と、第3層を構成するもの3…3より成る。例えば、第
2層を構成する型枠2は、タテ寸法A2 、ヨコ寸法B2
の縦長方形平面の躯体接合部4とその上辺、下辺、左辺
および右辺に直角に屈曲し所定の幅長のフランジ部5,
6,7,8が一体形成され、各フランジ部には幅長ピッ
チの連続用孔が穿たれている。各層の鉛直方向のフラン
ジの間には、直角に屈曲した山形部材(俗称アングル)
9…9が介在している。型枠2の上下両辺のフランジ部
5,6は第1層と第3層の型枠1,3のフランジ部と当
接して連結金具10…10により連結され、左右両辺の
フランジ部7,8は山形部材9と当接して連結金具10
…10により連結される。
As shown in FIG. 1, the pillar formwork structure comprises a first layer 1 ... 1 and a second layer 2 ... 2
And 3 which constitute the third layer. For example, the mold 2 constituting the second layer has a vertical dimension A 2 and a horizontal dimension B 2
Of the vertical rectangular plane and the flange portion 5, which has a predetermined width and is bent at right angles to the upper side, the lower side, the left side and the right side thereof.
6, 7 and 8 are integrally formed, and each flange portion is formed with a continuous hole having a width-long pitch. Angle-shaped members bent at right angles (commonly called angles) between the vertical flanges of each layer
9 ... 9 is interposed. The flange portions 5 and 6 on both upper and lower sides of the mold 2 are in contact with the flange portions of the molds 1 and 3 of the first and third layers and are connected by the connecting fittings 10 ... Is in contact with the chevron-shaped member 9 and the connecting fitting 10
... are connected by 10.

【0010】連結金具10は、1本の鋼鉄より成り、合
致したフランジ部の孔に挿入される支点10Aと、支点
10Aより直角に伸びるアーム10Bと、アーム10B
の先端からU字形に戻るバネ部10Cと、そのバネ部1
0Cの先端の挟着部10Dが一体形成されている。
The connecting fitting 10 is made of one piece of steel, and has a fulcrum 10A which is inserted into a hole of a matching flange portion, an arm 10B which extends at a right angle from the fulcrum 10A, and an arm 10B.
Spring portion 10C that returns to a U shape from the tip of the
A sandwiching portion 10D at the tip of 0C is integrally formed.

【0011】図4に壁用型枠構造の斜視図を示す。第1
層を構成する型枠1は、柱用型枠1と同一形状寸法であ
って、その躯体接合部の大きさは、タテ寸法A1 、ヨコ
寸法A2 であり、第2層を構成する型枠2は、柱用型枠
2と同一形状寸法であって、その躯体接合部の大きさ
は、タテ寸法A2 、ヨコ寸法B2 であり、共通使用され
る。第1層を構成する型枠1についても同様である。
FIG. 4 shows a perspective view of the wall frame structure. First
The formwork 1 forming the layers has the same shape and dimensions as the pillar formwork 1, and the size of the frame joint portion is a vertical size A 1 and a horizontal size A 2 , and forms the second layer. The frame 2 has the same shape and dimension as the column mold 2, and the size of the frame joint portion is the vertical dimension A 2 and the horizontal dimension B 2, which are commonly used. The same applies to the formwork 1 forming the first layer.

【0012】図5に、直交する壁と1本の柱の結合した
コンクリート躯体の型枠構造の横断面図を示す。この場
合は、柱の外側面用型枠11,11が壁用型枠2と共通
使用される。
FIG. 5 shows a cross-sectional view of a formwork structure of a concrete skeleton in which orthogonal walls and one column are connected. In this case, the outer surface molds 11 and 11 of the column are commonly used as the wall mold 2.

【0013】図6に梁の型枠12の斜視図を示す。この
型枠12は第3層の壁用型枠3と対向して使用され、下
辺のフランジ部13は、第2層の壁用型枠2の上辺フラ
ンジ部に連結され、左右両辺のフランジ部14,15は
隣接する梁用型枠に連結される。従ってヨコ幅長は壁用
型枠のヨコ幅長に等しい。
FIG. 6 shows a perspective view of the beam frame 12. This formwork 12 is used facing the wall formwork 3 of the third layer, and the flange portion 13 on the lower side is connected to the upper side flange part of the wall formwork 2 of the second layer, and the flange portions on both the left and right sides are used. 14 and 15 are connected to the adjacent beam formwork. Therefore, the horizontal width is equal to the horizontal width of the wall form.

【0014】[0014]

【発明の効果】本発明によれば、住宅の柱、梁、壁を含
むコンクリート躯体の型枠構造の構築において、従来の
ベニヤ板等の木材を用いた型枠が不要となり、従って、
現場での大工職の作業が省かれ、工期が大幅に短縮され
る。また、従来の木材を用いた型枠はたとえ同一住宅構
造の場合であっても、2〜3回の使用にしか耐えられ
ず、破損後は焼却処理されていたが、本発明によれば反
復使用に耐え、しかも住宅構造の変化に対応できるので
省資源効果がある。
According to the present invention, in the construction of the formwork structure of the concrete skeleton including the pillars, beams and walls of the house, the conventional formwork using wood such as plywood is unnecessary, and therefore,
The work of carpenters on site is omitted, and the construction period is greatly shortened. Further, even if the conventional wooden formwork has the same housing structure, it can withstand only two to three times of use and is incinerated after being damaged. It is resource-saving because it can be used and can respond to changes in the housing structure.

【0015】また本発明の型枠部材は、あらかじめ工場
における厳しい品質管理のもとで生産され、部材ごとに
品番が付されているので、現場においてはマニュアル指
令通り部材を連結してゆくだけで設計通りの寸法精度の
枠全体が構築され、コンクリート躯体構築後の内装工事
用部材との整合性もよく、住宅コストが大幅に低減す
る。
Further, since the formwork members of the present invention are produced in advance under strict quality control in the factory and the product numbers are assigned to each member, simply connecting the members at the site according to the manual instruction. The entire frame with the dimensional accuracy as designed is constructed, and it is well compatible with the interior construction members after the construction of the concrete skeleton, and the housing cost is greatly reduced.

【0016】特に本発明によれば、柱用型枠と壁用型枠
のいくつかが共通使用できるので、全体として型枠の種
類が減少し、型枠管理が合理化される。
In particular, according to the present invention, since some of the pillar formwork and the wall formwork can be used in common, the types of formwork are reduced as a whole, and formwork management is rationalized.

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

 8

【図1】は、柱用型枠構造の実施例を示す斜視図であ
る。
FIG. 1 is a perspective view showing an embodiment of a pillar formwork structure.

【図2】は、図1に示す実施例の横断面図である。2 is a cross-sectional view of the embodiment shown in FIG.

【図3】は、図2のA部の詳細図である。FIG. 3 is a detailed view of part A of FIG.

【図4】は、壁用型枠構造の実施例を示す斜視図であ
る。
FIG. 4 is a perspective view showing an embodiment of a wall formwork structure.

【図5】は、壁と柱の結合したコンクリート躯体の型枠
構造の実施例を示す横断面図である。
FIG. 5 is a transverse cross-sectional view showing an example of the formwork structure of the concrete skeleton in which the wall and the pillar are connected.

【図6】は、梁用型枠の実施例を示す斜視図である。FIG. 6 is a perspective view showing an embodiment of a beam form.

【符号の説明】[Explanation of symbols]

1・・・・第1層用型枠(柱,壁共用) 2・・・・第2層用型枠(柱,壁共用) 3・・・・柱用第3層型枠 4・・・・躯体接合部 5・・・・上辺フランジ部 6・・・・下辺フランジ部 7・・・・左辺フランジ部 8・・・・右辺フランジ部 9・・・・山形部材 10・・・・連結金具 12・・・・梁用型枠 1 ... 1st layer formwork (column and wall common) 2 ... 2nd layer formwork (column and wall common) 3 ... pillar 3rd layer formwork 4 ...・ Body joint 5 ・ ・ ・ ・ Upper side flange 6 ・ ・ Lower side flange 7 ・ ・ Left side flange 8 ・ ・ ・ ・ Right side flange 9 ・ ・ ・ ・ Mounted member 10 ・ ・ ・ ・ Connecting metal fittings 12 ... Forms for beams

Claims (1)

    【特許請求の範囲】[Claims]
  1. 【請求項1】 コンクリート躯体の型枠の全体構造が複
    数個の型枠を連結したものであり、個々の型枠は、コン
    クリート躯体を規定する躯体接合部と、その躯体接合部
    の上辺、下辺、左辺および右辺に一体形成されたフラン
    ジ部より成り、コンクリート躯体の壁部を規定する外壁
    面用型枠、それと対向する内壁面用型枠、およびコンク
    リート躯体の柱部を規定する柱側面用型枠が同一形状寸
    法に形成され、上記柱側面用型枠のフランジ部の間が山
    形部材により連結されていることを特徴とする住宅用コ
    ンクリート躯体の型枠構造。
    1. A concrete skeleton formwork having an overall structure in which a plurality of formworks are connected, and each formwork comprises a skeleton joint defining a concrete skeleton, and upper and lower sides of the skeleton joint. , A mold for the outer wall surface, which defines the wall portion of the concrete frame, and a mold for the inner wall surface that faces it, and a side wall mold that defines the column portion of the concrete structure, which consists of flanges integrally formed on the left side and the right side A formwork structure for a concrete frame for a house, characterized in that the frames are formed to have the same shape and dimensions, and the flange portions of the column side surface formwork are connected by chevron members.
JP25839194A 1994-10-24 1994-10-24 Formwork structure for concrete building frame for dwelling house Pending JPH08120917A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25839194A JPH08120917A (en) 1994-10-24 1994-10-24 Formwork structure for concrete building frame for dwelling house

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25839194A JPH08120917A (en) 1994-10-24 1994-10-24 Formwork structure for concrete building frame for dwelling house

Publications (1)

Publication Number Publication Date
JPH08120917A true JPH08120917A (en) 1996-05-14

Family

ID=17319593

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25839194A Pending JPH08120917A (en) 1994-10-24 1994-10-24 Formwork structure for concrete building frame for dwelling house

Country Status (1)

Country Link
JP (1) JPH08120917A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006057145A1 (en) * 2004-11-25 2006-06-01 Mitsuo Sasaki Form structure
KR100747665B1 (en) * 2006-01-03 2007-08-08 (주)엠씨에스공법 Concrete mold for slab and construction method of slab using the same
CN100374669C (en) * 2004-12-06 2008-03-12 大韩住宅公社 Built-up type box-shaped steel column for filling concrete therein and manufacturing method thereof
WO2013023330A1 (en) * 2011-08-12 2013-02-21 Lei Canbo Combined system of split building template

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006057145A1 (en) * 2004-11-25 2006-06-01 Mitsuo Sasaki Form structure
CN100374669C (en) * 2004-12-06 2008-03-12 大韩住宅公社 Built-up type box-shaped steel column for filling concrete therein and manufacturing method thereof
KR100747665B1 (en) * 2006-01-03 2007-08-08 (주)엠씨에스공법 Concrete mold for slab and construction method of slab using the same
WO2013023330A1 (en) * 2011-08-12 2013-02-21 Lei Canbo Combined system of split building template

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