JPH06317017A - Formwork structure - Google Patents
Formwork structureInfo
- Publication number
- JPH06317017A JPH06317017A JP8364994A JP8364994A JPH06317017A JP H06317017 A JPH06317017 A JP H06317017A JP 8364994 A JP8364994 A JP 8364994A JP 8364994 A JP8364994 A JP 8364994A JP H06317017 A JPH06317017 A JP H06317017A
- Authority
- JP
- Japan
- Prior art keywords
- net
- formwork
- shaped outer
- outer panel
- concrete
- 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
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、建築又は土木工事にお
いて、コンクリートを打設するための型枠構造に関す
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a formwork structure for placing concrete in construction or civil engineering work.
【0002】[0002]
【従来の技術】従来、建築工事における型枠は、木材や
鋼板による型枠板を多数の支保材で内外両側から支保
し、コンクリート打設後、コンクリートの硬化を見計ら
って取外し、各階ごとに組立・取外しを繰り返していた
ため、次のような問題点があった。 型枠の組立・取外しに手間がかかり、作業性が非常
に悪かった。 上部荷重を支える支柱が必要になるため、作業空間
を狭くし、工事現場の煩雑を招いていた。 高層になると、コンクリート強度の問題から、一回
当たりのコンクリート打設高さが制限され、工期が長く
なっていた。 木製の型枠板による場合には、その加工に高度の技
術を要し、また工場での大量生産が難しかった。 型枠の1回当たりの使用損失が大きいため再使用効
率が低く、不経済であった。 コンクリート打設後、型枠内のコンクリートの表面
状態やその硬化の過程を直接監視することができず、出
来上がりが粗悪なコンクリートになるようなことがあっ
ても、これを防止できなかった。2. Description of the Related Art Conventionally, molds used in construction work are supported by a large number of supporting materials for formwork plates made of wood or steel plates from both inside and outside.・ Because the removal was repeated, there were the following problems. It took a lot of time to assemble and remove the formwork, and the workability was very poor. Since a support pillar for supporting the upper load is required, the work space is narrowed and the construction site is complicated. In the case of a high-rise building, due to the problem of concrete strength, the height of concrete placement per operation was limited, and the construction period was long. In the case of using a wooden form board, a high level of technology was required for its processing, and mass production at the factory was difficult. It was uneconomical because the reuse efficiency was low because the use loss per use of the mold was large. After pouring the concrete, it was not possible to directly monitor the surface condition of the concrete in the formwork and the hardening process thereof, and even if the finished concrete became poor, this could not be prevented.
【0003】[0003]
【発明が解決しようとする課題】本発明の目的は、この
ような問題点を一掃すること、すなわち型枠の組立と取
外しが非常に簡単で、作業性の向上及び工期の大幅な短
縮が図れ、また型枠部材の工場での大量生産が容易であ
るとともに、再使用効率が高くて経済性にも優れ、更に
コンクリート打設後、型枠内のコンクリートの表面状態
やその硬化の過程を直接監視することも可能な型枠構造
を提供することにある。SUMMARY OF THE INVENTION An object of the present invention is to eliminate such problems, that is, the assembling and dismounting of the formwork is very easy, and the workability can be improved and the construction period can be greatly shortened. In addition, it is easy to mass-produce formwork factories in factories, and it has high reuse efficiency and excellent economic efficiency. Furthermore, after placing concrete, the surface condition of concrete in the formwork and the process of its hardening can be directly measured. It is to provide a formwork structure that can also be monitored.
【0004】[0004]
【課題を解決するための手段】本発明による型枠構造
は、棒材ないし線材によるネットの辺縁に支持材を設け
たネット状外郭パネルを箱状に架構し、その内側に配置
した型枠板をネット状外郭パネルで保持してコンクリー
ト打設空間を形成したものである。A formwork structure according to the present invention is a formwork in which a net-shaped outer panel having a support member provided at the peripheral edge of a net made of a rod or wire is framed in a box shape and arranged inside thereof. A concrete placing space is formed by holding the plate with a net-shaped outer panel.
【0005】建築物の柱となる部分と梁となる部分とに
ネット状外郭パネルを連続して架構し、その内側に型枠
板を配置すれば、建築物の柱となる部分と梁となる部分
とに同時にコンクリートを打設して、柱と梁を同時に施
工できる。If a net-shaped outer panel is continuously constructed on a portion which becomes a pillar of a building and a portion which becomes a beam, and a form plate is placed inside the panel, the portion becomes a pillar and a beam of the building. It is possible to place concrete at the same time on the part and construct the pillar and beam at the same time.
【0006】型枠板を透視可能とすることにより、型枠
内部を外部から直接監視することができる。また、ネッ
トを補強するため、ネット状外郭パネルの両辺縁の支持
材間に補強材を設けると良い。By making the form plate transparent, it is possible to directly monitor the inside of the form from the outside. Further, in order to reinforce the net, it is preferable to provide a reinforcing material between the support materials on both edges of the net-shaped outer panel.
【0007】[0007]
【作用】本発明の型枠構造によれば、箱状に架構したネ
ット状外郭パネル自体が、構造物の例えば柱部や梁部の
外郭を形成して自立し、型枠板は、ネット状外郭パネル
の内側に添えてこれのみで保持されるので、型枠板を支
保するその他の支保材は不要となる。コンクリートを打
設したとき、型枠板は、ネット状外郭パネルにより外側
から補強されるため、一回当たりのコンクリート打設高
さ及び範囲を十分に確保でき、また型枠板は、それ自体
でコンクリート圧に耐え得る程の厚さや強度をもったも
のにする必要はなく、薄くて強度の弱いものでも使用可
能である。ネット状外郭パネルを箱状に架構すること、
及びその複数を平面的及び立体的に連結することは、そ
の辺縁に支持材があるため容易であり、またその架構状
態を解体すれば、型枠板も同時に取り外すことができる
ので、型枠の組立・取外しの作業性は極めて良い。ネッ
ト状外郭パネルはコンクリートと直接接触しないため、
繰り返し使用でき、また工場での大量生産に向いた構造
であるため、型枠板として再使用効率の低いものを使用
したとしても、型枠全体としては経済性は高い。According to the formwork structure of the present invention, the net-shaped outer shell panel itself, which is framed in a box shape, forms the outer shell of, for example, a pillar portion or a beam portion of the structure to stand on its own, and the formwork plate has a net-like shape. Since it is attached to the inside of the outer panel to be held by this alone, no other supporting material for supporting the form plate is required. When pouring concrete, the form board is reinforced from the outside by the net-shaped outer panel, so the height and range of concrete pouring per operation can be sufficiently secured, and the form board itself is It is not necessary to have a thickness and strength that can withstand concrete pressure, and thin and weak ones can also be used. Constructing a net-shaped outer panel in a box shape,
It is easy to connect two or more of them in a two-dimensional and three-dimensional manner because there is a supporting member at the edge, and if the frame state is dismantled, the form plate can be removed at the same time. The workability of assembling and dismounting is extremely good. Since the net-shaped outer panel does not directly contact the concrete,
Since the structure can be used repeatedly and is suitable for mass production in factories, even if a mold plate with low reuse efficiency is used, the entire formwork is highly economical.
【0008】[0008]
【実施例】以下、本発明の実施例を図面に基づいて詳細
に説明する。Embodiments of the present invention will now be described in detail with reference to the drawings.
【0009】図1及び図2に示すように、本例の型枠構
造は、多数のネット状外郭パネル1を使用し、これを、
建築物の柱となる部分2と梁となる部分3とに連続し
て、しかも各部分で箱状になるように架構し、その箱の
内側に、上面を残して囲むように型枠板4を配置したも
ので(図3及び図4参照)、全体として、各部分に空洞
(コンクリート打設空間)5・6がある仮の躯体のよう
になっている。柱となる部分2のコンクリート打設空間
5と、梁となる部分3のコンクリート打設空間6とは、
コンクリートを連続して打設できるように図4及び図5
に示すように連通している。なお、互いに対向するネッ
ト状外郭パネル1間は、図示していないが、従来公知の
セパレータによって所定の間隔を保持されている。As shown in FIGS. 1 and 2, the formwork structure of this example uses a large number of net-shaped outer panels 1, which are
The structure 2 is constructed so as to be continuous with the portion 2 that becomes the pillar of the building and the portion 3 that becomes the beam, and also that each portion becomes a box shape, and the form plate 4 is enclosed inside the box leaving the upper surface. Are arranged (see FIGS. 3 and 4), and as a whole, it is like a temporary frame having cavities (concrete pouring spaces) 5 and 6 in each part. The concrete pouring space 5 of the portion 2 that becomes the pillar and the concrete pouring space 6 of the portion 3 that becomes the beam
4 and 5 so that concrete can be continuously poured.
As shown in. Although not shown in the drawing, a predetermined gap is maintained between the net-shaped outer panels 1 facing each other by a conventionally known separator.
【0010】各ネット状外郭パネル1は、図6に示すよ
うに、鉄筋等の棒材ないし線材7・8を縦横格子状に組
んだネット9の外面の辺縁に、鋼材(図ではL形鋼材)
等の長尺な支持材10・10を固着し、更に図6では図
示していないが図1・図2及び図3に示すように、複数
本の補強材11を両辺縁の支持材10・10間に斜めに
固着して、ネット9の外面を補強したもので、型枠板4
より強度が高い剛構造になっている。このネット状外郭
パネル1は、型枠板4とは別に工場で製作することがで
きる。As shown in FIG. 6, each net-shaped outer panel 1 is made of steel (L-shaped in the figure) at the outer edge of a net 9 in which rods or wires 7 and 8 such as reinforcing bars are assembled in a vertical and horizontal lattice pattern. Steel material)
6 and the like, but not shown in FIG. 6, a plurality of reinforcing materials 11 are provided on both sides of the supporting material 10 as shown in FIGS. 1, 2 and 3. The outer surface of the net 9 is reinforced by diagonally adhering the space between the molds 10.
It has a rigid structure with higher strength. The net-shaped outer panel 1 can be manufactured in a factory separately from the form plate 4.
【0011】型枠板4は、ネット状外郭パネル1に保持
されて外側から補強されるため、型枠板自体でコンクリ
ート圧に対応していた従来程度の強度は必要でなくな
る。従って、本発明で使用する型枠板4は、例えば、紙
やプラスチックや発泡スチロールやグラスウール等の加
工しやい材料による比較的薄いものであっても、十分に
使用に耐え得る。また、透視できる材料、例えば、透明
又は半透明の強化プラスチックやアクリルや塩化ビニー
ル等で作ることにより、型枠内部のコンクリートを外側
から直接監視できる。Since the form frame plate 4 is held by the net-shaped outer shell panel 1 and is reinforced from the outside, the form frame plate itself does not need to have the conventional strength required for concrete pressure. Therefore, the mold plate 4 used in the present invention can be used sufficiently even if it is a relatively thin one made of an easily processable material such as paper, plastic, Styrofoam, or glass wool. Further, by making a transparent material, for example, transparent or translucent reinforced plastic, acrylic, vinyl chloride, or the like, the concrete inside the mold can be directly monitored from the outside.
【0012】なお、上記の実施例は建築工事の場合であ
るが、本発明は土木工事にも適用できること言うまでも
ない。Although the above-mentioned embodiment is for construction work, it goes without saying that the present invention can also be applied to civil works.
【0013】以下に本発明の効果を列挙する。 箱状に架構したネット状外郭パネル自体が、構造物
の例えば柱部や梁部の外郭を形成して自立し、型枠板
は、ネット状外郭パネルの内側に添えてこれのみで保持
されるので、型枠板を支保するその他の支保材は不要と
なるので、型枠の組立と取外しが非常に簡単で、作業性
の向上及び工期の大幅な短縮が図れる。 コンクリートを打設したとき、型枠板は、ネット状
外郭パネルにより外側から補強されるため、一回当たり
のコンクリート打設高さ及び範囲を十分に確保でき、高
層になればなる程、工期短縮の効果を発揮できる。 型枠板は、それ自体でコンクリート圧に耐え得る程
の厚さや強度をもったものにする必要はなく、薄くて強
度の弱いものでも使用可能であるので、従来では型枠板
として使用できなかった材質のものでも使用でき、その
選択の融通性が高まるとともに、経済的でもある。 ネット状外郭パネルを箱状に架構すること、及びそ
の複数を平面的及び立体的に連結することは、その辺縁
に支持材があるため容易であり、またその架構状態を解
体すれば、型枠板も同時に取り外すことができるので、
型枠の組立・取外しの作業性は極めて良い。 ネット状外郭パネルはコンクリートと直接接触しな
いため、繰り返し使用でき、また工場での大量生産に向
いた構造であるため、型枠板として再使用効率の低いも
のを使用したとしても、型枠全体としては経済性は高
い。The effects of the present invention are listed below. The net-shaped shell panel itself, which is framed in a box shape, forms the shell of a structure, for example, a pillar or a beam, and is self-supporting. The form plate is attached to the inside of the net-shaped shell panel and held only by this. Therefore, since other supporting materials for supporting the form frame plate are not required, the assembling and dismounting of the form frame is very easy, and the workability can be improved and the construction period can be greatly shortened. When pouring concrete, the formwork plate is reinforced from the outside by the net-shaped outer panel, so the height and range of concrete pouring per operation can be sufficiently secured, and the higher the layer, the shorter the construction period. The effect of can be exhibited. The form plate does not need to have a thickness and strength that can withstand concrete pressure by itself, and thin and weak ones can be used, so it cannot be used as a form plate in the past. It can be used with different materials, which increases the flexibility of selection and is economical. It is easy to frame the net-shaped outer panel in a box shape, and to connect the plurality of them in a planar and three-dimensional manner because there is a support material at the edge. Since the frame plate can be removed at the same time,
The workability of assembling and removing the formwork is extremely good. Since the net-shaped outer panel does not come into direct contact with concrete, it can be used repeatedly and has a structure suitable for mass production in factories. Is highly economical.
【0014】請求項2のように、建築物の柱となる部分
と梁となる部分とにネット状外郭パネルを連続して架構
し、その内側に型枠板を配置すれば、建築物の柱となる
部分と梁となる部分とに同時にコンクリートを打設し
て、柱と梁を同時に施工できる。According to a second aspect of the present invention, if a net-shaped outer panel is continuously constructed between a portion that becomes a pillar of a building and a portion that becomes a beam of the building, and a form plate is arranged inside the panel, a pillar of the building can be obtained. It is possible to place concrete and pillars and beams at the same time for the parts that will become the beams and the parts that will become the beams.
【0015】請求項3のように、型枠板を透視可能にす
れば、型枠内部を外部から直接監視することができるの
で、粗悪なコンクリートができるのを防止できる。When the form plate is made transparent as in claim 3, the inside of the form can be directly monitored from the outside, so that it is possible to prevent the formation of poor concrete.
【0016】請求項4のように、ネット状外郭パネルの
両辺縁の支持材間に補強材を設ければ、ネットを補強し
て強度を高めることができる。If a reinforcing material is provided between the support members on both edges of the net-shaped outer panel, the net can be reinforced and the strength can be increased.
【図1】本発明の一実施例の斜視図である。FIG. 1 is a perspective view of an embodiment of the present invention.
【図2】同側面図である。FIG. 2 is a side view of the same.
【図3】縦断面図である。FIG. 3 is a vertical sectional view.
【図4】平面図である。FIG. 4 is a plan view.
【図5】一部の拡大横断面図である。FIG. 5 is a partial enlarged cross-sectional view.
【図6】ネット状外郭パネルと型枠板の一部分の斜視図
である。FIG. 6 is a perspective view of a part of the net-shaped outer panel and the form frame plate.
1 ネット状外郭パネル 2 柱となる部分 3 梁となる部分 4 型枠板 5・6 コンクリート打設空間 7・8 棒材ないし線材 9 ネット 10 支持材 11 補強材 1 Net-shaped outer panel 2 Part to be a pillar 3 Part to be a beam 4 Formwork plate 5.6 Concrete placing space 7.8 Bars or wires 9 Net 10 Supporting material 11 Reinforcing material
Claims (4)
材を設けたネット状外郭パネルを箱状に架構し、その内
側に配置した型枠板をネット状外郭パネルで保持してコ
ンクリート打設空間を形成したことを特徴とする型枠構
造。1. A net-shaped outer panel having a support member provided at the peripheral edge of a net made of a rod or wire is framed in a box shape, and a form plate arranged inside the net-shaped outer panel is held by the net-shaped outer panel to provide concrete pouring. A formwork structure characterized by forming an installation space.
ネット状外郭パネルを連続して架構し、その内側に型枠
板を配置したことを特徴とする請求項1記載の型枠構
造。2. A formwork according to claim 1, characterized in that a net-shaped outer panel is continuously constructed on a portion which becomes a pillar and a portion which becomes a beam of a building, and a formwork plate is arranged inside thereof. Construction.
請求項1又は2記載の型枠構造。3. The formwork structure according to claim 1, wherein the formwork plate is made transparent.
補強材を設けたことを特徴とする請求項1ないし3のい
ずれかに記載の型枠構造。4. The formwork structure according to claim 1, wherein a reinforcing material is provided between the support materials on both edges of the net-shaped outer panel.
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6083649A JP2627053B2 (en) | 1994-03-31 | 1994-03-31 | Formwork structure |
CN 95103982 CN1094547C (en) | 1994-03-31 | 1995-03-31 | Structure of transvers plate |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6083649A JP2627053B2 (en) | 1994-03-31 | 1994-03-31 | Formwork structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH06317017A true JPH06317017A (en) | 1994-11-15 |
JP2627053B2 JP2627053B2 (en) | 1997-07-02 |
Family
ID=13808306
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP6083649A Expired - Fee Related JP2627053B2 (en) | 1994-03-31 | 1994-03-31 | Formwork structure |
Country Status (2)
Country | Link |
---|---|
JP (1) | JP2627053B2 (en) |
CN (1) | CN1094547C (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20040052707A (en) * | 2004-04-28 | 2004-06-23 | (주)영광산업개발 | The latticed steel- meshes of wave pattern by structures' shape and repairs |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110424717A (en) * | 2019-08-02 | 2019-11-08 | 南京斯贝尔复合材料有限责任公司 | FRP template for building and preparation method thereof |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS60212564A (en) * | 1984-04-06 | 1985-10-24 | 鐘淵化学工業株式会社 | Concrete mold frame |
JPS6480665A (en) * | 1987-09-18 | 1989-03-27 | Aoki Corp | Transparent formwork for placing concrete |
-
1994
- 1994-03-31 JP JP6083649A patent/JP2627053B2/en not_active Expired - Fee Related
-
1995
- 1995-03-31 CN CN 95103982 patent/CN1094547C/en not_active Expired - Fee Related
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS60212564A (en) * | 1984-04-06 | 1985-10-24 | 鐘淵化学工業株式会社 | Concrete mold frame |
JPS6480665A (en) * | 1987-09-18 | 1989-03-27 | Aoki Corp | Transparent formwork for placing concrete |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20040052707A (en) * | 2004-04-28 | 2004-06-23 | (주)영광산업개발 | The latticed steel- meshes of wave pattern by structures' shape and repairs |
Also Published As
Publication number | Publication date |
---|---|
JP2627053B2 (en) | 1997-07-02 |
CN1113285A (en) | 1995-12-13 |
CN1094547C (en) | 2002-11-20 |
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