JPH11182040A - Concrete form for floor and ceiling - Google Patents

Concrete form for floor and ceiling

Info

Publication number
JPH11182040A
JPH11182040A JP35127797A JP35127797A JPH11182040A JP H11182040 A JPH11182040 A JP H11182040A JP 35127797 A JP35127797 A JP 35127797A JP 35127797 A JP35127797 A JP 35127797A JP H11182040 A JPH11182040 A JP H11182040A
Authority
JP
Japan
Prior art keywords
pipes
synthetic resin
concrete
recesses
floor
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
JP35127797A
Other languages
Japanese (ja)
Inventor
Harue Fuse
春栄 布施
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.)
TOKAI LATH KOGYO KK
Original Assignee
TOKAI LATH KOGYO 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 TOKAI LATH KOGYO KK filed Critical TOKAI LATH KOGYO KK
Priority to JP35127797A priority Critical patent/JPH11182040A/en
Publication of JPH11182040A publication Critical patent/JPH11182040A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To facilitate an erection work by constituting a concrete form with posts whose height can be adjusted, girders which is provided with insertion recesses and fixed to the posts, pipes inserted in the recesses, and synthetic resin boards mounted on the pipes. SOLUTION: Post 1 are vertically extended or contracted by rotating a handle 2 and girders 3 are laid on the upper end of the posts 1. Pipes 6 are inserted in recesses 4 of support boards 5 of the girders 3 and transparent or translucent synthetic resin boards 7 are laid on the upper face of the pipes 6. Then, after reinforcements or the like have been laid on the synthetic resin boards 7, concrete is placed on the boards 7 to form a floor face. In this way, since pipes 6 are supported in the recesses 4 on assembling the form and the intervals are not shifted, the interval can be shortened and hence, small diameter pipes can be used as the pipes 6. Accordingly, the weight of pipes 6 per unit area can be reduced and hence, transportation, assembling, and disassembling can be facilitated.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、コンクリート住
宅、マンション、ビル建築、その他の各種の土木、建築
分野において、床面、天井面をコンクリートで形成する
際に、コンクリートを流し込むためのコンクリートの型
枠構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete mold for pouring concrete when a floor surface or a ceiling surface is formed of concrete in the field of concrete houses, condominiums, buildings, and other various types of civil engineering and construction. Related to frame structure.

【0002】[0002]

【従来の技術】従来、コンクリート建造物の床面や天井
をコンクリート打ちする場合には、その床面や天井を構
成する階の下の床面に支柱を立設し、 この支柱の上に、
直接床面や天井の下面となる型枠を載置し、この上にコ
ンクリートを流し込んでいた。
2. Description of the Related Art Conventionally, when concrete is cast on the floor or ceiling of a concrete building, a pillar is erected on the floor below the floor that constitutes the floor or ceiling, and on this pillar,
A formwork directly serving as a floor surface or a lower surface of a ceiling was placed, and concrete was poured onto the formwork.

【0003】[0003]

【発明が解決しようとする課題】そのため、 並べられた
型枠の上面は、 面一とするのが困難であり、 これに流し
込んだコンクリートの下面は不揃いとなり、この不揃い
や段差のある面を仕上げる必要を生じ、 手間を要して作
業が遅れがちになったり、 工費が嵩んだりするといった
問題があった。
For this reason, it is difficult to make the upper surfaces of the arranged formwork flush with each other, and the lower surface of the concrete poured into the formwork is not uniform, and the uneven or stepped surface is finished. There were problems such as the necessity, time and effort required to delay the work, and increased construction costs.

【0004】また、従来の型枠としては合板を使用して
いたため、前記型枠の下面が暗くなり型枠の下面での作
業がしにくく危険性を伴い、かつ、合板であるため繰り
返しの使用が不可能で、従って、型枠を短期間で交換す
ることが必要となりコストが高くなるといった問題点も
あった。
In addition, since plywood is used as a conventional mold, the lower surface of the mold is darkened, making it difficult to work on the lower surface of the mold, and involves danger. However, there is also a problem that it is necessary to replace the formwork in a short period of time and the cost increases.

【0005】本発明は前記した問題点を解決せんとする
もので、その目的とするところは、型枠を取り去った後
の面に、凹凸による不揃いを生ずることがないようにし
て、後仕上げの必要をなくし、かつ、型枠を敷設した後
も下面側が明るく作業が行いやすい床、天井用コンクリ
ート型枠構造を提供せんとするにある。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and an object of the present invention is to provide a post-finish finish by preventing irregularities due to irregularities on a surface after removing a formwork. An object of the present invention is to provide a concrete formwork structure for floors and ceilings that eliminates the need and has a bright bottom surface that allows easy work even after the formwork is laid.

【0006】[0006]

【課題を解決するための手段】本発明の床、天井用コン
クリート型枠構造は前記した目的を達成せんとするもの
で、その手段は、所望間隔毎に立設される高さ調整可能
な支柱と、所望間隔毎に挿入窪みが形成され前記支柱の
上端に橋渡し固定される桁材と、該桁材の前記挿入窪み
に挿入されるパイプと、該パイプの上面に載置される透
明あるいは半透明の合成樹脂板とから構成したものであ
る。
SUMMARY OF THE INVENTION A concrete formwork structure for floors and ceilings according to the present invention achieves the above-mentioned object. The means comprises a height-adjustable column which is erected at desired intervals. And a girder material having insertion recesses formed at desired intervals and fixed to the upper end of the column by a bridge, a pipe inserted into the insertion recess of the girder material, and a transparent or semi-transparent member mounted on the upper surface of the pipe. And a transparent synthetic resin plate.

【0007】[0007]

【発明の実施の形態】次に、本発明の実施の一例を、図
面について、以下に説明する。図1において、1は床面
上に立設した支柱で、この支柱1は、その中間に設けら
れているハンドル2を回すことで、上下に伸縮可能とな
っている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, an embodiment of the present invention will be described below with reference to the drawings. In FIG. 1, reference numeral 1 denotes a support standing upright on a floor surface, and the support 1 can be vertically expanded and contracted by turning a handle 2 provided in the middle thereof.

【0008】この支柱1の上端には桁材3が載置される
が、この桁材3は、複数の支柱1を一列に、一定間隔、
例えば60cm間隔で並べて支持されるもので、前記の
支柱1の高さをハンドル2の回転で略一定とし、桁材3
の一方が高くなったり、支柱1と桁材3との間に隙間を
生じたりしないようにする。
A girder 3 is placed on the upper end of the column 1. The girder 3 is composed of a plurality of columns 1 arranged in a row at a predetermined interval.
For example, they are supported side by side at intervals of 60 cm, and the height of the column 1 is made substantially constant by the rotation of the handle 2, and the beam 3
Of the support 1 and the gap between the support 1 and the girder 3 are prevented.

【0009】この桁材3は断面略正方形で、その一側面
には、一定間隔、例えば20cm間隔で一定半径、例え
ば13mm半径の円弧状の挿入窪み4が形成されている
支持板5が取付けられており、この桁材3は一定間隔、
例えば180cm間隔で立設した支柱1に載置されて平
行に設置される。
The beam member 3 has a substantially square cross section, and a support plate 5 having an arc-shaped insertion recess 4 with a constant radius, for example, a radius of 13 mm formed at a constant interval of, for example, 20 cm is attached to one side surface thereof. This girder 3 is spaced at regular intervals.
For example, they are placed on the columns 1 standing at 180 cm intervals and installed in parallel.

【0010】この桁材3の支持板5の各挿入窪み4に
は、該挿入窪み4と略同径、すなわち直径25mmの断
面円形の支持材であるパイプ6が挿入されて、各パイプ
6は桁材3に平行に、一定間隔で支持される。
In each of the insertion recesses 4 of the support plate 5 of the girder 3, pipes 6 which are substantially the same diameter as the insertion recesses 4, that is, support members having a circular cross section having a diameter of 25 mm are inserted. It is supported at regular intervals in parallel with the beam 3.

【0011】このように、平行に並べられたパイプ6の
上面には、厚さが一定、例えば厚さ4.5mmの透明あ
るいは半透明の合成樹脂板7が隙間のないように並べら
れて載置されるが、前記パイプ6を支持する支持板5の
挿入窪み4は、上下方向に狂いがなく、従って、並べら
れたパイプ6も高さに段差を生じることがないため、そ
の上に並べられた合成樹脂板7の上面も面一となり、隣
接する合成樹脂板7との間に段差を生じることがない。
As described above, on the upper surface of the pipes 6 arranged in parallel, a transparent or translucent synthetic resin plate 7 having a constant thickness, for example, a thickness of 4.5 mm is arranged without any gap. However, the insertion recesses 4 of the support plate 5 supporting the pipes 6 are not displaced in the vertical direction, and therefore, the pipes 6 arranged side by side do not have a height difference. The upper surface of the formed synthetic resin plate 7 is also flush, and there is no step between adjacent synthetic resin plates 7.

【0012】この合成樹脂板7の上に、鉄筋等を敷き詰
める等の従来からの床面形成手段が取られた後、コンク
リートが合成樹脂板7の上に流し込まれ、床面が形成さ
れるものであるが、流し込まれたコンクリートの重量
は、パイプ6の間隔が一定であるため、各パイプ6に均
等に配分され、従って、各パイプ6への重量の不均等な
配分に基づく各パイプ6の曲がりに違いを生ずることが
ない。
After a conventional floor surface forming means such as laying a reinforcing bar or the like on the synthetic resin plate 7 is taken, concrete is poured onto the synthetic resin plate 7 to form a floor surface. However, the weight of the poured concrete is distributed evenly to each pipe 6 because the interval between the pipes 6 is constant, and therefore, the weight of each pipe 6 based on the uneven distribution of weight to each pipe 6 There is no difference in bending.

【0013】このようにして、床面のコンクリート打ち
が終了して、コンクリートが固まった後に、支柱1のハ
ンドル2を回して、支柱1に載置されている桁材3の高
さを下げ、パィプ6上に載置されている合成樹脂板7
と、コンクリート面との間に隙間を設け、合成樹脂板
7、パイプ6、桁材3、支柱1の順序で、これらの型枠
を取り外すものである。
In this way, after the concrete on the floor is finished and the concrete is hardened, the handle 2 of the column 1 is turned to lower the height of the girder 3 placed on the column 1, Synthetic resin plate 7 placed on pipe 6
A gap is provided between the mold and the concrete surface, and these molds are removed in the order of the synthetic resin plate 7, the pipe 6, the girder 3 and the support 1.

【0014】このような型枠の組み立てに際し、パイプ
6は挿入窪み4に支持されて、その間隔が狂うことがな
いので、その間隔を20cmのような狭い間隔とするこ
とができるので、パイプ6として1インチ等の細いパイ
プ6を用いることができる。
At the time of assembling such a mold, the pipe 6 is supported by the insertion recess 4 and its interval does not change, so that the interval can be made as narrow as 20 cm. For example, a thin pipe 6 such as one inch can be used.

【0015】そのため、単位面積当たりのパイプ6の重
量が従来よりも軽減されるので、支柱1、桁材3として
も従来よりも細い軽量なものを用いることができ、型枠
全体としての重量が軽減されるから、倉庫での保管、倉
庫から現場への運送、高所への荷上げ等を容易にするこ
とができる。
As a result, the weight of the pipe 6 per unit area is reduced as compared with the conventional case, so that the columns 1 and the girder members 3 can be thinner and lighter than the conventional one, and the weight of the entire formwork can be reduced. Since it is reduced, storage in the warehouse, transportation from the warehouse to the site, and loading to a high place can be facilitated.

【0016】また、この型枠の組み立て、取り外しに際
して、パイプ6、桁材3、支柱1の重量が軽いため、そ
の作業が容易となるばかりでなく、これらを取り落とし
たり倒したりする危険性が少なくなる。
Further, when assembling and removing the formwork, the pipe 6, the girder 3 and the support 1 are light in weight, so that not only the work becomes easy, but also there is little danger of dropping or falling down. Become.

【0017】さらに、従来の合板に変えて透明あるいは
半透明の合成樹脂板を使用したことにより、敷設した後
も下側は明るく作業のための電球も不要となり、かつ、
合成樹脂板であることから繰り返しの使用も可能で、従
って、工事費の削減および材料費の削減が図れるもので
ある。
Further, since a transparent or translucent synthetic resin plate is used in place of the conventional plywood, the lower side is bright even after the laying, so that a light bulb for work is not required, and
Since it is a synthetic resin plate, it can be used repeatedly, so that the construction cost and the material cost can be reduced.

【0018】次に、本発明の他の実施例を図3につい
て、以下に説明する。この実施の形態にあっては、床面
の厚さが一方に至るに従い厚さを薄くする場合を示し、
この場合には、パイプ6に加わる単位面積当たりの荷重
が一方に至るに従って減少するので、この荷重に応じて
パイプ−6支持するための支持板5の挿入窪み4の間隔
を増加する。
Next, another embodiment of the present invention will be described below with reference to FIG. In this embodiment, a case is shown in which the thickness of the floor surface is reduced as it reaches one side,
In this case, since the load per unit area applied to the pipe 6 decreases toward one side, the interval between the insertion recesses 4 of the support plate 5 for supporting the pipe 6 increases according to this load.

【0019】これにより、支持板5上に並べられるパイ
プ6の間隔は増加されて、単位面積当たりの荷重の減少
に対応できるもので、この場合には、支柱1の間隔を増
加することができる。
As a result, the interval between the pipes 6 arranged on the support plate 5 is increased, so that the load per unit area can be reduced. In this case, the interval between the columns 1 can be increased. .

【0020】図4は、床、天井の下面に凹凸の模型を形
成するときの合成樹脂板7を示し、この合成樹脂板7は
同図に示すように、床、天井に形成使用とする凹凸とは
反対の模様を形成した型押しパネル8、エンボスパネル
9等を、その凹凸面をコンクリート打ちの面として敷設
するものである。
FIG. 4 shows a synthetic resin plate 7 for forming a model of irregularities on the lower surface of the floor and ceiling. As shown in FIG. The embossed panel 8, the embossed panel 9, and the like having the opposite pattern formed thereon are laid with the uneven surface thereof as a concrete-casting surface.

【0021】さらに、平面形状が円形の床面をコンクリ
ート打ちする場合には、図5に示すように支持板5を木
材等の桁材3等に取付けることなく、それ自体を円形に
曲げ、その挿入窪み4にパイプ6を挿入、支持させるも
のであるが、この場合には、支持板5に形成する挿入窪
み4の間隔は、円形の下面を等荷重で支えるべく順次に
変化させることが望ましい。
Furthermore, when concrete is cast on a floor having a circular plane, the support plate 5 is bent into a circular shape without attaching the support plate 5 to the girder 3 such as wood as shown in FIG. The pipe 6 is inserted into and supported by the insertion recess 4. In this case, it is desirable that the interval between the insertion recesses 4 formed in the support plate 5 be sequentially changed so as to support the circular lower surface with an equal load. .

【0022】図6は、桁材3が平行に設置されない場合
の一例を示すもので、3角形、あるいは台形の床面、天
井面の場合には、パイプ6の端部からの距離が一定にな
るように桁材3の間隔が順次に狭くなるように、支柱1
で支持するものである。
FIG. 6 shows an example in which the beam members 3 are not installed in parallel. In the case of a triangular or trapezoidal floor or ceiling, the distance from the end of the pipe 6 is constant. The support 1
It is supported by.

【0023】[0023]

【発明の効果】本発明は前記したように、極めて簡単な
構成であるにも係わらず、合成樹脂板を支持するパイプ
等の支持材を一定の狭い間隔に、あるいは、単位面積当
たりの荷重に応じて並べることが可能となり、支持材と
してのパイプ等の重量が軽減されることで、その運送、
組立、取り外し作業が容易となり、工期の短縮、作業の
安全性を高めることが可能となる。
As described above, according to the present invention, despite having a very simple structure, a support member such as a pipe for supporting a synthetic resin plate is provided at a fixed narrow interval or a load per unit area. It becomes possible to arrange according to, the weight of pipes etc. as support material is reduced,
Assembling and dismounting operations are facilitated, so that it is possible to shorten the construction period and enhance the safety of the operation.

【0024】しかも、支持材上に敷設した合成樹脂板面
に段差を生ずることもないので、型枠を取り外した後の
コンクリート面に凹凸の段差を生ずることがなくなり、
これを平らにする後仕上げの必要がなくなると共に、支
持材が桁材の上をずれるのを挿入窪みで防止でき、ま
た、桁材が支持材に対してずれるのも防止できる。
Moreover, since there is no step on the surface of the synthetic resin plate laid on the support material, no step on the concrete surface after the mold is removed is produced.
This eliminates the need for finishing after flattening, and prevents the support member from slipping over the girder member by the insertion recess, and also prevents the girder member from shifting with respect to the support member.

【0025】さらに、合板に変えて透明あるいは半透明
の合成樹脂板を使用したので、堰板としての合成樹脂板
を敷設した後も、下側が真っ暗になることがないので、
下側での作業に電球を使用する必要もなく工費の軽減が
図れ、かつ、繰り返しの使用も可能であることから、材
料費の軽減も図れる等の効果を有するものである。
Further, since a transparent or translucent synthetic resin plate is used in place of the plywood, the lower side does not become completely dark even after the synthetic resin plate as a weir plate is laid.
Since there is no need to use a light bulb for the work on the lower side, the construction cost can be reduced, and the repetitive use is possible, so that the material cost can be reduced.

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

【図1】本発明の枠組工法の一実施例の斜面図である。FIG. 1 is a perspective view of an embodiment of a framing method according to the present invention.

【図2】本発明による各型枠要素の実施例の斜面図であ
る。
FIG. 2 is a perspective view of an embodiment of each mold element according to the present invention.

【図3】本発明の他の実施例の断面図である。FIG. 3 is a sectional view of another embodiment of the present invention.

【図4】床下面に凹凸模様を形成する実施例の断面図で
ある。
FIG. 4 is a cross-sectional view of an embodiment in which a concavo-convex pattern is formed on the lower surface of the floor.

【図5】円形床面を形成する実施例の斜面図である。FIG. 5 is a perspective view of an embodiment for forming a circular floor surface.

【図6】3角床面を形成する実施例の斜面図である。FIG. 6 is a perspective view of an embodiment for forming a triangular floor surface.

【符号の説明】[Explanation of symbols]

1 支柱 3 桁材 4 挿入窪み 5 支持板 6 合成樹脂板 DESCRIPTION OF SYMBOLS 1 Prop 3 Girder 4 Insert recess 5 Support plate 6 Synthetic resin plate

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 所望間隔毎に立設される高さ調整可能な
支柱と、所望間隔毎に挿入窪みが形成され前記支柱の上
端に橋渡し固定される桁材と、該桁材の前記挿入窪みに
挿入されるパイプと、該パイプの上面に載置される透明
あるいは半透明の合成樹脂板とから構成したことを特徴
とする床、天井用コンクリート型枠構造。
1. A height-adjustable column that is erected at a desired interval, an insertion recess formed at a desired interval, and a bridge material fixed to an upper end of the pillar, and the insertion recess of the beam material. And a transparent or translucent synthetic resin plate mounted on the upper surface of the pipe.
JP35127797A 1997-12-19 1997-12-19 Concrete form for floor and ceiling Pending JPH11182040A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP35127797A JPH11182040A (en) 1997-12-19 1997-12-19 Concrete form for floor and ceiling

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP35127797A JPH11182040A (en) 1997-12-19 1997-12-19 Concrete form for floor and ceiling

Publications (1)

Publication Number Publication Date
JPH11182040A true JPH11182040A (en) 1999-07-06

Family

ID=18416232

Family Applications (1)

Application Number Title Priority Date Filing Date
JP35127797A Pending JPH11182040A (en) 1997-12-19 1997-12-19 Concrete form for floor and ceiling

Country Status (1)

Country Link
JP (1) JPH11182040A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100638848B1 (en) 2005-12-30 2006-10-25 서보가설산업 주식회사 A slab concrete forms of build
CN100378282C (en) * 2005-02-22 2008-04-02 郭春江 Plastic form assembly for construction engineering concreting floor roof boarding
CN103967273A (en) * 2014-04-16 2014-08-06 云南昆钢钢结构有限公司 Concrete formwork supporting device for floor slab concreting
CN106049859A (en) * 2016-07-01 2016-10-26 晟通科技集团有限公司 Floor formwork system and formwork matching method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100378282C (en) * 2005-02-22 2008-04-02 郭春江 Plastic form assembly for construction engineering concreting floor roof boarding
KR100638848B1 (en) 2005-12-30 2006-10-25 서보가설산업 주식회사 A slab concrete forms of build
CN103967273A (en) * 2014-04-16 2014-08-06 云南昆钢钢结构有限公司 Concrete formwork supporting device for floor slab concreting
CN106049859A (en) * 2016-07-01 2016-10-26 晟通科技集团有限公司 Floor formwork system and formwork matching method
CN106049859B (en) * 2016-07-01 2018-05-29 晟通科技集团有限公司 Floor template system and with mould method

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