JPH04131464A - Form for building rhomb-patterned floor and building method for rhomb-patterned floor - Google Patents
Form for building rhomb-patterned floor and building method for rhomb-patterned floorInfo
- Publication number
- JPH04131464A JPH04131464A JP25302890A JP25302890A JPH04131464A JP H04131464 A JPH04131464 A JP H04131464A JP 25302890 A JP25302890 A JP 25302890A JP 25302890 A JP25302890 A JP 25302890A JP H04131464 A JPH04131464 A JP H04131464A
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- floor
- concrete
- constructing
- diamond
- 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
- 238000000034 method Methods 0.000 title claims abstract description 10
- 239000004567 concrete Substances 0.000 claims abstract description 35
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 27
- 125000006850 spacer group Chemical group 0.000 claims abstract description 10
- 239000011347 resin Substances 0.000 claims abstract description 8
- 229920005989 resin Polymers 0.000 claims abstract description 8
- 238000009415 formwork Methods 0.000 claims description 88
- 229910003460 diamond Inorganic materials 0.000 claims description 8
- 239000010432 diamond Substances 0.000 claims description 8
- 238000010276 construction Methods 0.000 claims description 5
- QNRATNLHPGXHMA-XZHTYLCXSA-N (r)-(6-ethoxyquinolin-4-yl)-[(2s,4s,5r)-5-ethyl-1-azabicyclo[2.2.2]octan-2-yl]methanol;hydrochloride Chemical compound Cl.C([C@H]([C@H](C1)CC)C2)CN1[C@@H]2[C@H](O)C1=CC=NC2=CC=C(OCC)C=C21 QNRATNLHPGXHMA-XZHTYLCXSA-N 0.000 abstract 2
- 230000000694 effects Effects 0.000 description 5
- 208000027418 Wounds and injury Diseases 0.000 description 4
- 230000006378 damage Effects 0.000 description 4
- 208000014674 injury Diseases 0.000 description 4
- 239000004570 mortar (masonry) Substances 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 229910052751 metal Inorganic materials 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 239000004677 Nylon Substances 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000001746 injection moulding Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- -1 nylon Chemical compound 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、鉄筋コンクリート製の建物の床を構築するた
めの菱目床構築用型枠及び菱目床の構築方法に関するも
のである。DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a formwork for constructing a diamond-shaped floor and a method for constructing a diamond-shaped floor for constructing a floor of a building made of reinforced concrete.
従来、鉄筋コンクリート製の建物の床を構築する方法と
しては、例えば菱目床をコンクリート部品で構成するも
のがある。即ち、床を形成するための足場板上に上置部
品を菱目状に配置した後、鉄筋モルタルを置き、その上
に長さ60cm、幅6国、高さ30anの菱目梁部材を
順次配置するとともに、その菱目梁部材の上下の鉄筋を
縦に結び、モルタルを流し込んで鉄筋と菱目梁部材を互
いに固定する。そして、菱目状に構成された菱目梁部材
上にモルタルを敷き床板を載置することにより床が構築
される。Conventionally, as a method of constructing a floor of a building made of reinforced concrete, for example, there is a method of constructing a diamond-shaped floor using concrete parts. That is, after arranging the upper parts in a diamond pattern on the scaffolding board to form the floor, reinforcing mortar was placed, and diamond beam beam members with a length of 60 cm, a width of 6 mm, and a height of 30 ann were sequentially placed on top of the mortar. At the same time, the upper and lower reinforcing bars of the diamond-shaped beam members are tied vertically, and mortar is poured to fix the reinforcing bars and the diamond-shaped beam members to each other. Then, a floor is constructed by laying mortar on the diamond-shaped beam members and placing the floorboards on them.
ところが、上記従来の菱目梁部材で構築した菱目床は、
菱目梁部材を順次配置して構築する必要があるので全体
として一体的に形成することができず、そのため作業性
が悪く、作業には時間を要するばかりでなく、昨今不足
気味の熟練作業者の熟練性が要求され、しかも得られる
菱目床の強度が十分ではないという問題点があった。However, the diamond-shaped floor constructed using the conventional diamond-shaped beam members mentioned above,
Since it is necessary to construct the diamond-shaped beam members by placing them in sequence, it is not possible to form the whole as a single piece, which results in poor workability and time-consuming work, as well as the need for skilled workers, who are in short supply these days. However, there was a problem in that the strength of the lozenge-shaped floor obtained was not sufficient.
本発明の目的は、軽量で強度があり、怪我をするおそれ
がなく、取扱いやすい菱目床構築用型枠を提供するとと
もに、菱目床を専門職人でなくとも容易に一体的に構築
することができ、作業性が良く、強度の優れた菱目床を
速やかに構築できる菱目床の構築方法を提供することに
ある。The purpose of the present invention is to provide a formwork for constructing a rhombus floor that is lightweight and strong, does not cause any risk of injury, and is easy to handle, and also to easily and integrally construct a rhombus floor even if one is not a specialist craftsman. To provide a method for constructing a diamond-shaped floor, which can quickly construct a diamond-shaped floor with good workability and excellent strength.
上記問題点を解決するために、本発明の第1の発明では
、樹脂により四角錐台状又は三角錐台状に形成されると
ともに、その基端部には鍔が設けられていることを特徴
とする菱目床構築用型枠をその要旨としている。In order to solve the above problems, the first aspect of the present invention is characterized in that the resin is formed into a truncated quadrangular pyramid shape or a truncated triangular pyramid shape, and a flange is provided at the base end of the truncated pyramid shape. Its gist is the formwork for constructing diamond-shaped floors.
また、第2の発明では、第1の発明における菱目床構築
用型枠の天板には圧搾空気が流通される空気孔が透設さ
れ、同空気孔にはパイプが接続されるとともに、前記空
気孔上には蓋が載置されていることを特徴とする請求項
1に記載の菱目床構築用型枠をその要旨としている。Further, in the second invention, the top plate of the formwork for constructing a rhombus floor in the first invention is provided with an air hole through which compressed air flows, a pipe is connected to the air hole, and a pipe is connected to the air hole. The gist of the formwork for constructing a rhombus floor according to claim 1, characterized in that a lid is placed on the air hole.
第3の発明では、床を構築するための足場板上に請求項
2に記載の菱目床構築用型枠を菱目状に載置した後、前
記型枠間に形成される空間部の底部にスペーサに支持さ
れた鉄筋を配設するとともに、前記空間部の上部に型枠
間に架設するようにして溝部を有する支持部材を配置し
、同支持部材上に鉄筋を配設し、その後前記型枠上にコ
ンクリートを流し込み、コンクリートが硬化した後、前
記パイプに圧搾空気を送って型枠とコンクリートとの間
を剥離させ、型枠をコンクリートから離型することを特
徴とする菱目床の構築方法をその要旨としている。In the third invention, after the formwork for constructing a diamond-shaped floor according to claim 2 is placed in a diamond-like pattern on a scaffold board for constructing a floor, the space formed between the formworks is A reinforcing bar supported by a spacer is disposed at the bottom, a supporting member having a groove is disposed at the top of the space so as to span between the forms, and the reinforcing bar is disposed on the supporting member, and then A diamond-shaped floor characterized in that concrete is poured onto the formwork, and after the concrete has hardened, compressed air is sent to the pipe to separate the formwork and the concrete, thereby releasing the formwork from the concrete. Its gist is the construction method.
上記構成を採用したことにより、第1の発明では菱目床
構築用型枠が樹脂によって四角錐台状又は三角錐台状に
形成されるとともに、その基端部には型枠間に鉄筋を配
置してコンクリートを充填するための鍔が形成される。By employing the above configuration, in the first invention, the formwork for constructing a rhombus floor is formed of resin into a truncated quadrangular pyramid shape or a truncated triangular pyramid shape, and reinforcing bars are installed between the formworks at the base end thereof. A collar is formed for placement and filling with concrete.
第2の発明では、上記型枠の天板には圧搾空気が流通さ
れる空気孔が透設され、この空気孔にはパイプが接続さ
れ、さらに空気孔上には空気孔を塞ぐように蓋が載置さ
れる。In the second invention, an air hole through which compressed air flows is provided in the top plate of the formwork, a pipe is connected to the air hole, and a lid is provided above the air hole to block the air hole. is placed.
第3の発明では、床を構築するための足場板上に第2の
発明の菱目床構築用型枠を載置した後、前記複数の型枠
間に形成される空間部の底部にスペーサに支持された鉄
筋が配設されるとともに、この空間部の上部に型枠間に
架設するようにして溝部を有する支持部材が配置され、
同支持部材上に鉄筋が配設され、その後前記型枠上にコ
ンクリートが流し込まれ、コンクリートが硬化した後、
前記パイプに圧搾空気が送られて型枠とコンクリートと
の間が剥離され、型枠はコンクリートから離型されて菱
目床が構築される。In the third invention, after the formwork for constructing a rhombus floor of the second invention is placed on a scaffold board for constructing a floor, a spacer is installed at the bottom of the space formed between the plurality of formworks. Reinforcing bars supported by the space are disposed, and a support member having a groove is disposed above the space so as to span between the forms,
Reinforcing bars are placed on the support member, then concrete is poured onto the formwork, and after the concrete hardens,
Compressed air is sent to the pipe to separate the formwork from the concrete, and the formwork is released from the concrete to construct a diamond-cut floor.
以下に本発明を具体化した一実施例を第1〜第9図に基
づいて説明する。An embodiment embodying the present invention will be described below with reference to FIGS. 1 to 9.
第2図は四角錐台状に、第3図は三角錐台状に形成され
た本実施例の菱目床構築用型枠1a、1bを示す斜視図
であり、第4図は本実施例の菱目床構築用型枠1aを足
場板14上に載置した状態を示す断面図である〔ただし
、第1図、第4.〜6図及び第12図に示す型枠は、以
降1aで代表されるがlb(あるいはlc)である場合
も同様である〕。FIG. 2 is a perspective view showing formworks 1a and 1b for constructing a rhombus floor of this embodiment, which are formed in the shape of a truncated quadrangular pyramid, and FIG. 3 is a truncated triangular pyramid, and FIG. It is a sectional view showing a state in which the formwork 1a for constructing a diamond-shaped floor is placed on a scaffolding board 14 [However, FIGS. 1 and 4. The formworks shown in Figures 6 and 12 are hereafter represented by 1a, but the same applies to lb (or lc).
第2,3図に示すように、本実施例の型枠としては、樹
脂により四角錐台状に形成された型枠laと、三角錐台
状に形成された型枠1bの2種類がある。そして、それ
らの基端部外周には一定幅の鍔2が前記四角又は三角錐
台と一体的に周設されている。なお、第2図において、
四角錐台と一体形成されている鍔2の外周は正方形を形
成しており、第3図において、三角錐台と一体形成され
ている鍔2の外周は、前記正方形の対角線を斜辺とする
直角二等辺三角形を形成している。As shown in Figures 2 and 3, there are two types of molds used in this embodiment: a mold frame la formed of resin into a truncated quadrangular pyramid shape, and a mold frame 1b formed into a truncated triangular pyramid shape. . A flange 2 of a constant width is integrally provided around the outer periphery of the base end thereof with the square or triangular truncated pyramid. In addition, in Figure 2,
The outer periphery of the tsuba 2 that is integrally formed with the truncated pyramid forms a square, and in FIG. It forms an isosceles triangle.
また、第4図に示すように、型枠1a(Ib)の天板3
の中央部には空気孔4が透設されており、同空気孔4に
はそれと同じ内径を有するパイプ5が型枠1a(lb)
の内面側から下方へ延びるように延設されている。ただ
し、この型枠1a(1b)は複数段の積み重ねを可能と
するため、前記パイプ5の長さは短かめにしである。さ
らに、前記空気孔4上面には、空気孔4を塞ぐようにし
て、型枠1a(Ib)の天板3の一辺の長さの半分より
長い程度の直径で、−室以上の強度を有する樹脂からな
る円板状の蓋6が載置されており、後記コンクリート1
3が型枠1a(lb)内部に侵入するのを防ぐことがで
きるようになっている。In addition, as shown in FIG. 4, the top plate 3 of the formwork 1a (Ib)
An air hole 4 is transparently provided in the center of the formwork 1a (lb).
It extends downward from the inner surface of the. However, since this formwork 1a (1b) can be stacked in multiple stages, the length of the pipe 5 should be short. Further, the upper surface of the air hole 4 is provided with a diameter that is longer than half the length of one side of the top plate 3 of the formwork 1a (Ib) so as to close the air hole 4, and has a strength greater than or equal to a chamber. A disk-shaped lid 6 made of resin is placed, and concrete 1, which will be described later, is placed thereon.
3 can be prevented from entering the inside of the formwork 1a (lb).
次に、前記菱目床構築用型枠1a(lb)を用いた菱目
床の構築方法について説明する。Next, a method for constructing a diamond-shaped floor using the formwork 1a (lb) for constructing a diamond-shaped floor will be described.
第4,9図に示すように、はぼ面一となるように設置さ
れた、床を構築するための足場板14上に、前述の構成
からなる型枠1a(lb)を菱目状に載置する。例えば
、第9図の例では、まず、−隅に三角錐台状型枠1b+
を載置し、次に同形状の型枠1b2をその短辺鍔部が重
なるように載置する。そして、斜辺が外周線を形成する
ように同形状の型枠1baの鋭角鍔部を重ねて載置する
。As shown in FIGS. 4 and 9, the formwork 1a (lb) having the above-mentioned structure is placed in a diamond pattern on the scaffolding board 14 for constructing the floor, which is installed so as to be flush with the floor. Place it. For example, in the example of FIG. 9, first, the truncated triangular pyramid formwork 1b+
is placed, and then a formwork 1b2 of the same shape is placed so that the short side flanges thereof overlap. Then, the acute-angled flanges of the formworks 1ba having the same shape are placed on top of each other so that the oblique sides form the outer circumferential line.
その内側に四角錐台状型枠lalの鍔部を重ね、さらに
その隣に同形状の型枠1a2の鍔部を重ねて載置する。The flange of the truncated pyramidal form lal is placed on the inside thereof, and the flange of the same-shaped form 1a2 is placed next to it.
そして、前記同様斜辺が外周線を形成するように三角錐
台状型枠1b4を重ねて載置してゆく。Then, similar to the above, the truncated triangular pyramidal molds 1b4 are placed one on top of the other so that the oblique sides form the outer circumferential line.
このように、本実施例においては、各四角錐台状型枠1
aの鍔2の四辺が前記外周線に対し45度となるよう載
置され、菱目状を形成している。In this way, in this embodiment, each square pyramidal truncated formwork 1
The four sides of the collar 2 of a are placed at 45 degrees with respect to the outer circumferential line, forming a diamond pattern.
なお、鍔2を重ねて載置する場合には、型枠1aの鍔2
の端部が外周線よりも多少はみ出す場合もあるが、床と
同じ内形状を有するコンクリートストッパーとしての外
周枠(図示せず)の位置を調整することにより、菱目床
を構築するにあたっては何ら支障を生じない。In addition, when placing the tsuba 2 on top of each other, the tsuba 2 of the formwork 1a
Although the edge of the frame may protrude slightly from the outer circumferential line, there is no problem in constructing a diamond-cut floor by adjusting the position of the outer circumferential frame (not shown), which serves as a concrete stopper and has the same inner shape as the floor. No hindrance.
次に、第5図に示すように、前記型枠1a(1b)を菱
目状に載置することによって形成される隣接する型枠1
8間の空間部7の底部に、第7図に示すようなスペーサ
8に支持された鉄筋9を配設する。前記スペーサ8は、
円板形状をしており、中心部には挿通孔10が形成され
ており鉄筋9に挿通されている。このような複数のスペ
ーサ8が一定の間隔をおいて配設され、前記鉄筋9を支
持している。なお、前記スペーサ8は、素材、形状につ
いては特に限定されるものではないが、一般には鉄等の
金属又はナイロン等の樹脂からなるもので、円盤形状の
ものが好適に用いられる。Next, as shown in FIG. 5, adjacent formworks 1 are formed by placing the formworks 1a (1b) in a diamond pattern.
A reinforcing bar 9 supported by spacers 8 as shown in FIG. 7 is disposed at the bottom of the space 7 between the two spaces. The spacer 8 is
It has a disk shape, and an insertion hole 10 is formed in the center, through which a reinforcing bar 9 is inserted. A plurality of such spacers 8 are arranged at regular intervals and support the reinforcing bars 9. Although the material and shape of the spacer 8 are not particularly limited, it is generally made of metal such as iron or resin such as nylon, and a disc-shaped spacer is preferably used.
次に、前記空間部7の上部には、相互に隣接する型枠1
aの天板3上に架設するようにして7字状に形成された
溝部11aを有する支持部材11を配置する。そして、
第8図に示すように支持部材11の溝部11a上に鉄筋
12を載置することにより、鉄筋12が7字状に形成さ
れた溝部11aの底部に位置決めされる。なお、前記支
持部材11の素材は特に限定されるものではなく、前記
鉄筋12を支持できる強度を備えているものであればよ
い。また、本実施例にあっては円柱状の支持部材11を
採用したが、角柱状のものであってもよい。Next, in the upper part of the space 7, mutually adjacent formworks 1
A support member 11 having a groove portion 11a formed in a 7-shape is disposed so as to extend over the top plate 3 of a. and,
As shown in FIG. 8, by placing the reinforcing bar 12 on the groove 11a of the support member 11, the reinforcing bar 12 is positioned at the bottom of the groove 11a formed in a figure 7 shape. Note that the material of the support member 11 is not particularly limited, and any material may be used as long as it has the strength to support the reinforcing bar 12. Further, in this embodiment, a cylindrical support member 11 is used, but a prismatic support member 11 may be used.
その後、第1図に示すように、前記四角錐台状型枠1a
と三角錐台状型枠1bの各天板3上及び型枠18間の空
間部7にコンクリート13を一定以上の厚みを有するま
で流し込み、表面(第1図においては上面)をほぼ面一
にする。この際、コンクリートを補強するために、図示
しない番線で組んだ金網を前記コンクリート層の中間部
に載置してもよい。そしてコンクリート13が硬化した
後、型枠1a内面に延出したパイプ5に圧搾空気を圧入
する。すると、圧搾空気はパイプ5内から天板3と蓋6
との間に入り、蓋6の中心部から外周部へと広がってゆ
く。その結果、型枠1a (1b)はコンクリート13
から離れる方向(第1図下方)へ力を受ける。そして、
型枠1a(lb)とコンクリート13との間が剥離しや
すくなるので、型枠1a(lb)をコンクリート13か
ら離型することにより、第6図に示すように目的とする
菱目床が構築される。なお、離型後、コンクリート13
中に陥入している蓋6は、取り除いてもよいし、そのま
まの状態で菱目床として用いてもかまわない。Thereafter, as shown in FIG.
Concrete 13 is poured into the space 7 between the top plate 3 and the formwork 18 of the truncated triangular pyramid formwork 1b until it has a thickness of a certain level or more, so that the surface (the top surface in Fig. 1) is almost flush with the concrete 13. do. At this time, in order to reinforce the concrete, a wire mesh (not shown) made of wires may be placed in the middle of the concrete layer. After the concrete 13 has hardened, compressed air is forced into the pipe 5 extending to the inner surface of the formwork 1a. Then, the compressed air flows from inside the pipe 5 to the top plate 3 and the lid 6.
and spreads from the center of the lid 6 to the outer periphery. As a result, the formwork 1a (1b) is made of concrete 13
Force is received in the direction away from (downward in Figure 1). and,
Since the space between the formwork 1a (lb) and the concrete 13 tends to separate, by separating the formwork 1a (lb) from the concrete 13, the desired diamond-shaped floor is constructed as shown in Figure 6. be done. In addition, after demolding, concrete 13
The invaginated lid 6 may be removed or may be used as it is as a rhombus floor.
このようにして構築された菱目床には、例えば特開昭5
8−131252号公報に開示された施工法により壁体
が構築され、鉄筋コンクリート建築物が一体的に建設さ
れる。すなわち、この壁体は、(イ)縦方向にリブを有
する外型枠を据えつける工程、(ロ)外型枠の内側に縦
鉄筋を配筋すると共に、外型枠のリブに穿設した横鉄筋
挿通孔に横鉄筋を挿通して配筋する工程、()\)内型
枠を前記外型枠のリブに当接させて据えつけると共に、
外型枠と内型枠とを連結具を介して連結する工程、(ニ
)外型枠と内型枠との間に生コンクリートを打設して養
生硬化せしめる工程、(ホ)前記連結具を取り外す工程
とから構築されるものである。For example, the diamond-shaped floor constructed in this way is
The wall is constructed by the construction method disclosed in JP 8-131252, and a reinforced concrete building is integrally constructed. In other words, this wall was constructed by (a) installing an outer formwork having ribs in the vertical direction, (b) arranging vertical reinforcing bars inside the outer formwork, and drilling holes in the ribs of the outer formwork. A process of inserting horizontal reinforcing bars into the horizontal reinforcing bar insertion holes and arranging them, ()\) Installing the inner formwork in contact with the ribs of the outer formwork,
a step of connecting the outer formwork and the inner formwork via a connecting tool; (d) a step of pouring fresh concrete between the outer formwork and the inner formwork and curing and hardening; (e) the above-mentioned connecting tool. It is constructed from the step of removing the
本実施例に記載した菱目床構築用の型枠1a。Formwork 1a for constructing a diamond-shaped floor described in this example.
Ibは、樹脂により形成されているので一定以上の強度
を有し、金属製のものと比べて変形しにくく、変形した
まま使用されるおそれがない。そして、金属に比べ、軽
量性に優れ取扱いやすい。また、射出成形等で容易に製
造でき、量産性に優れている。さらに、怪我をするおそ
れのある部分を肉厚なものとしたり、面取りをすること
が容易にできるため怪我をするおそれがなく、安全であ
る。Since Ib is made of resin, it has a certain level of strength and is less likely to deform than metal, so there is no risk of it being used in a deformed state. It is also lighter and easier to handle than metal. In addition, it can be easily manufactured by injection molding, etc., and has excellent mass productivity. Furthermore, parts that may cause injury can be made thicker or easily chamfered, so there is no risk of injury and it is safe.
さらに、幾重にも積み重ねて載置することができるので
場所をとらず、運搬にも便利である。Furthermore, since they can be stacked in multiple layers, they do not take up much space and are convenient to transport.
また、本実施例の2種類の菱目床構築用の型枠la、1
.bにより、必要な大きさの床版に対応でき、菱目床を
構築する際には、隣接する型枠1aの相互の鍔2の重ね
合わせる割合を種々変更することにより、目的とする床
のサイズに適合した菱目床を、熟練した能力を有する専
門の鉄筋工職人によらなくとも、まちがいなく対応する
ことができ容易に構築することができる。さらに、型枠
1a、lbをコンクリート13から離型する際には、空
気孔4にパイプ5を通じて圧搾空気を正大供給すること
により、この空気が空気孔4を覆うようにして載置され
た蓋6に沿って広がり、型枠1a。In addition, the two types of formworks la and 1 for constructing the rhombus floor in this example are
.. b, it is possible to accommodate a floor slab of the required size, and when constructing a diamond-cut floor, the desired floor size can be achieved by varying the overlapping ratio of the mutual flanges 2 of adjacent formworks 1a. It is possible to easily construct a diamond-shaped floor that matches the size without any mistakes even without the use of a specialized reinforcing bar worker with skill. Furthermore, when the formworks 1a and 1b are released from the concrete 13, compressed air is supplied to the air holes 4 through the pipe 5, so that the lid is placed so that the air covers the air holes 4. 6 and formwork 1a.
1bとコンクリート13との間の離型を容易に、かつ、
速やかに行なうことができるという効果を奏する。Easy mold release between 1b and concrete 13, and
This has the advantage that it can be done quickly.
さらに、本実施例の型枠1a、lbにより構築される菱
目床は一体的に構築され、従来の格子床に比べ、力学的
な強度計算の結果、強度が高いものとなるとともに、梁
の長さに関係なく最大の曲げ力がどの梁においてもほぼ
同じであるので、いずれも同一断面の鉄筋が有効に使え
る。Furthermore, the rhombus floor constructed by the formworks 1a and lb of this example is integrally constructed, and as a result of mechanical strength calculations, it has higher strength than a conventional lattice floor. Since the maximum bending force is almost the same for all beams regardless of length, reinforcing bars with the same cross section can be used effectively for all beams.
なお、本発明は、前記実施例の構成並びに構築方法に限
定されるものではなく、例えば以下のように発明の趣旨
から逸脱しない範囲で任意に変更してもよい。Note that the present invention is not limited to the configuration and construction method of the embodiments described above, and may be modified as desired without departing from the spirit of the invention, for example, as described below.
(1)前記実施例においては、四角錐台状及び三角錐台
状の二種類の型枠1a、Ibを採用したが、第10図及
び第11図(a)、 (b)に示すように、前記三角錐
台状型枠1bのさらに半分の大きさの三角錐台状型枠1
c(鍔2の外周は当然直角二等辺三角形を形成する。)
を用いることにより、さらに多種多様の面積、形状をも
つ菱目床の構築に対応することができる。(1) In the above embodiment, two types of formworks 1a and Ib, one in the shape of a truncated square pyramid and the other in the shape of a truncated triangular pyramid, were employed, but as shown in FIGS. 10 and 11 (a) and (b), , a truncated triangular pyramid-shaped formwork 1 whose size is further half that of the above-mentioned truncated triangular-pyramidal formwork 1b.
c (The outer circumference of Tsuba 2 naturally forms a right-angled isosceles triangle.)
By using this method, it is possible to construct diamond-shaped floors with a wide variety of areas and shapes.
(2)前記実施例の構築方法においては、隣接する相互
の鍔2を重なり合うように載置し、菱目状に配置したが
、第12図及び第13図に示すように、隣接する型枠1
a、lbの鍔2の端縁が相互に当接するように載置して
もよい。この場合、面積の微調整をすることはできない
が、配置が容易になると同時に配置状態がすっきりした
ものとなる。さらに、型枠1a、Ibを離型するにあた
って剥離すべき型枠1a、lbの順序を決める必要性が
なくなり、剥離作業をさらに容易に、かつ、速やかに行
なうことができる。(2) In the construction method of the above embodiment, adjacent flanges 2 were placed so as to overlap each other and arranged in a diamond pattern, but as shown in FIGS. 12 and 13, adjacent formwork 1
It may be placed so that the edges of the flanges 2 of a and lb are in contact with each other. In this case, the area cannot be finely adjusted, but the arrangement becomes easier and the arrangement becomes neater. Further, when releasing the molds 1a, Ib, there is no need to determine the order of the molds 1a, lb to be peeled, and the peeling work can be performed more easily and quickly.
(3)前記実施例の型枠1a、lbの鍔2は一定幅のも
のであり、その外周は直線形状であったが、例えば外周
線を波形あるいは凸凹形等の形状に成形したもので相互
の鍔2が嵌合可能なものを採用してもよく、この場合、
前記効果のほかに、並べやすく、ずれにくいという独特
の効果を奏する。(3) The flanges 2 of the molds 1a and lb in the above embodiments had a constant width and the outer periphery was linear, but for example, the outer periphery could be formed into a wave shape or an uneven shape. It is also possible to adopt a type in which the collar 2 can be fitted, in which case,
In addition to the above effects, it has the unique effect of being easy to line up and difficult to shift.
第1の発明の菱目床構築用型枠は、軽量で強度があり、
怪我をするおそれがなく、取扱いやすいという効果を奏
する。The formwork for constructing a rhombus floor of the first invention is lightweight and strong,
It has the advantage of being easy to handle and without the risk of injury.
第2の発明の菱目床構築用型枠は、空気孔にパイプを通
じて空気を供給することにより、この空気がその蓋に沿
って広がり型枠とコンクリートとの間の離型を促進する
という効果を奏する。The formwork for constructing a diamond-shaped floor according to the second invention has the effect that by supplying air to the air hole through the pipe, this air spreads along the lid and promotes the separation between the formwork and concrete. play.
第3の発明によれば、菱目床を一体的に構築することが
でき、作業性が良く、強度の優れた菱目床を速やかに構
築できるという効果を奏する。According to the third aspect of the invention, it is possible to integrally construct a diamond-shaped floor, and it is possible to quickly construct a diamond-shaped floor with good workability and excellent strength.
第1〜9図は、本発明の実施例を示す図であって、第1
図は菱目床構築用型枠を用いて菱目床を構築する際のコ
ンクリートを流し込んだ状態を示す断面図、第2図は菱
目床構築用型枠としての四角錐台状型枠を示す斜視図、
第3図は菱目床構築用型枠としての三角錐台状型枠を示
す斜視図、第4図は菱目床構築用型枠の載置状態を示す
断面図、第5図は菱目床構築用型枠間に鉄筋を配置した
状態を示す断面図、第6図は菱目床構築用型枠を離型し
た状態の菱目床を示す断面図、第7図はスペーサに支持
された鉄筋を示す斜視図、第8図は支持部材に支持され
た鉄筋を示す斜視図、第9図は菱目床構築用型枠の載置
状態を示す部分平面図、第1O〜13図は本発明の別個
を示す図であって、第1O図は菱目床構築用型枠の載置
状態を示す平面図、第11図(a)、第11図(b)は
菱目床構築用型枠の平面図、第12図は菱目床構築用型
枠の載置状態を示す断面図、第13図は菱目床構築用型
枠の載置状態を示す部分平面図である。
1a〜IC・・・菱目床構築用型枠、2・・・鍔、3・
・・天板、4・・・空気孔、5・・・パイプ、6・・・
蓋、7・・・空間部、8・・・スペーサ、9・・・鉄筋
、11・・・支持部材、11a・・・溝部、12・・・
鉄筋、13・・・コンクリート、14・・・足場板。1 to 9 are diagrams showing embodiments of the present invention.
The figure is a cross-sectional view showing the state in which concrete is poured when constructing a diamond-shaped floor using the formwork for constructing a diamond-shaped floor. Figure 2 shows the square pyramid-shaped formwork used as the formwork for constructing a diamond-shaped floor. A perspective view showing,
Fig. 3 is a perspective view showing a truncated triangular pyramid formwork as a formwork for constructing a rhombus floor, Fig. 4 is a sectional view showing the state in which the formwork for constructing a rhombus floor is placed, and Fig. 5 is a rhombus pattern. A cross-sectional view showing the reinforcing bars placed between the formwork for building the floor, Figure 6 is a cross-sectional view showing the diamond-like floor with the formwork for constructing the diamond-cut floor removed, and Figure 7 is a cross-sectional view showing the reinforcing bars placed between the formwork for constructing the diamond-shaped floor. FIG. 8 is a perspective view showing the reinforcing bars supported by the support member, FIG. 9 is a partial plan view showing the placed state of the formwork for constructing a diamond-cut floor, and FIGS. 1O to 13 are FIG. 10 is a plan view showing the mounting state of the formwork for constructing a diamond-shaped floor, and FIG. 11(a) and FIG. 11(b) are diagrams showing the present invention separately. A plan view of the formwork, FIG. 12 is a sectional view showing the placed state of the formwork for constructing a diamond-cut floor, and FIG. 13 is a partial plan view showing the placed state of the formwork for constructing a diamond-cut floor. 1a~IC...Formwork for constructing a rhombus floor, 2...Tsuba, 3.
...Top plate, 4...Air hole, 5...Pipe, 6...
Lid, 7... Space, 8... Spacer, 9... Rebar, 11... Support member, 11a... Groove, 12...
Rebar, 13... Concrete, 14... Scaffolding board.
Claims (1)
〜1c)であって、樹脂により四角錐台状又は三角錐台
状に形成されるとともに、その基端部には鍔(2)が設
けられていることを特徴とする菱目床構築用型枠。 2、請求項1に記載の菱目床構築用型枠(1a〜1c)
の天板(3)には圧搾空気が流通される空気孔(4)が
透設され、同空気孔(4)にはパイプ(5)が接続され
るとともに、前記空気孔(4)上には蓋(6)が載置さ
れていることを特徴とする請求項1に記載の菱目床構築
用型枠。 3、床を構築するための足場板(14)上に請求項2に
記載の菱目床構築用型枠(1a〜1c)を菱目状に載置
した後、前記型枠(1a〜1c)間に形成される空間部
(7)の底部にスペーサ(8)に支持された鉄筋(9)
を配設するとともに、前記空間部(7)の上部に型枠(
1a〜1c)間に架設するようにして溝部(11a)を
有する支持部材(11)を配置し、同支持部材(11)
上に鉄筋(12)を配設し、その後前記型枠(1a〜1
c)上にコンクリート(13)を流し込み、コンクリー
ト(13)が硬化した後、前記パイプ(5)に圧搾空気
を送って型枠(1a〜1c)とコンクリート(13)と
の間を剥離させ、型枠(1a〜1c)をコンクリート(
13)から離型することを特徴とする菱目床の構築方法
。[Claims] 1. Formwork for constructing a floor arranged in a diamond pattern (1a
~1c), which is formed of resin into a truncated quadrangular pyramid shape or a truncated triangular pyramid shape, and is characterized in that the base end thereof is provided with a flange (2). frame. 2. Formwork for constructing a rhombus floor according to claim 1 (1a to 1c)
The top plate (3) is provided with an air hole (4) through which compressed air flows, a pipe (5) is connected to the air hole (4), and a pipe (5) is connected to the air hole (4). The formwork for constructing a rhombus floor according to claim 1, wherein a lid (6) is placed thereon. 3. After placing the diamond-shaped floor construction formwork (1a to 1c) according to claim 2 in a diamond pattern on the scaffold board (14) for constructing the floor, the formwork (1a to 1c) ) A reinforcing bar (9) supported by a spacer (8) at the bottom of the space (7) formed between
At the same time, a formwork (
A support member (11) having a groove (11a) is arranged so as to span between the support member (11)
Reinforcing bars (12) are placed on top, and then the formwork (1a to 1
c) pour concrete (13) on top, and after the concrete (13) hardens, compressed air is sent to the pipe (5) to separate the formwork (1a to 1c) and the concrete (13); The formwork (1a to 1c) is covered with concrete (
13) A method for constructing a rhombus floor, characterized by releasing from the mold.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2253028A JP2644366B2 (en) | 1990-09-21 | 1990-09-21 | Formwork for constructing Rishime floor and method for constructing Rishime floor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2253028A JP2644366B2 (en) | 1990-09-21 | 1990-09-21 | Formwork for constructing Rishime floor and method for constructing Rishime floor |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH04131464A true JPH04131464A (en) | 1992-05-06 |
JP2644366B2 JP2644366B2 (en) | 1997-08-25 |
Family
ID=17245478
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2253028A Expired - Fee Related JP2644366B2 (en) | 1990-09-21 | 1990-09-21 | Formwork for constructing Rishime floor and method for constructing Rishime floor |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2644366B2 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101355926B1 (en) * | 2012-07-16 | 2014-01-28 | 김상모 | Reusable waffle type slab form assembly |
KR101388248B1 (en) * | 2013-10-11 | 2014-04-24 | 김상모 | Euro-foam typed waffle style slab foam and construction method for the same |
KR20200046261A (en) | 2018-10-24 | 2020-05-07 | 김상모 | Form assembly for waffle slab |
KR20230000268U (en) | 2021-07-27 | 2023-02-03 | 주식회사 비에스티산업 | Supporting device for big sized waffle form |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6242053U (en) * | 1985-08-30 | 1987-03-13 | ||
JPS62199452U (en) * | 1986-06-07 | 1987-12-18 | ||
JPH021391U (en) * | 1988-06-15 | 1990-01-08 |
-
1990
- 1990-09-21 JP JP2253028A patent/JP2644366B2/en not_active Expired - Fee Related
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6242053U (en) * | 1985-08-30 | 1987-03-13 | ||
JPS62199452U (en) * | 1986-06-07 | 1987-12-18 | ||
JPH021391U (en) * | 1988-06-15 | 1990-01-08 |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101355926B1 (en) * | 2012-07-16 | 2014-01-28 | 김상모 | Reusable waffle type slab form assembly |
KR101388248B1 (en) * | 2013-10-11 | 2014-04-24 | 김상모 | Euro-foam typed waffle style slab foam and construction method for the same |
KR20200046261A (en) | 2018-10-24 | 2020-05-07 | 김상모 | Form assembly for waffle slab |
KR20230000268U (en) | 2021-07-27 | 2023-02-03 | 주식회사 비에스티산업 | Supporting device for big sized waffle form |
Also Published As
Publication number | Publication date |
---|---|
JP2644366B2 (en) | 1997-08-25 |
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