JP2739886B2 - Formwork equipment - Google Patents
Formwork equipmentInfo
- Publication number
- JP2739886B2 JP2739886B2 JP6199333A JP19933394A JP2739886B2 JP 2739886 B2 JP2739886 B2 JP 2739886B2 JP 6199333 A JP6199333 A JP 6199333A JP 19933394 A JP19933394 A JP 19933394A JP 2739886 B2 JP2739886 B2 JP 2739886B2
- Authority
- JP
- Japan
- Prior art keywords
- spacing
- hook
- formwork device
- punching
- punching metal
- 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 - Lifetime
Links
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、法枠などに用いられる
型枠装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a formwork device used for a legal formwork or the like.
【0002】[0002]
【従来の技術】型枠装置に関し、例えば特公昭53−3
2166号公報には、金網を用いたものが示されてい
る。2. Description of the Related Art For example, Japanese Patent Publication No. Sho 53-3
Japanese Patent Application Publication No. 2166 discloses a technique using a wire mesh.
【0003】[0003]
【発明が解決しようとする課題】上記金網は、強度的に
弱く、打設コンクリートの圧力により変形するおそれが
あり、かつ、施工性が悪い。The above wire mesh is weak in strength, may be deformed by the pressure of cast concrete, and has poor workability.
【0004】また、一般に用いられている板型枠は、吹
付け空気が巻き込まれ、また、コンクリートのリバウン
ドがあって打設コンクリートの品質に問題がある。[0004] In addition, a generally used plate form has a problem in the quality of cast concrete because of blowing air and rebound of concrete.
【0005】本発明は、空気の巻き込みやコンクリート
のリバウンドを防止すると共に、施工性を向上する型枠
装置を提供することを目的としている。An object of the present invention is to provide a formwork apparatus which prevents entrainment of air and rebound of concrete and improves workability.
【0006】[0006]
【課題を解決するための手段】本発明によれば、対向し
て垂直に配置され対向する複数箇所に掛止部が突設され
たパンチングメタルと、両端部が前記掛止部に掛止され
前記両パンチングメタルを所定間隔に保持する間隔保持
材と、該間隔保持材を地盤に定着するアンカ筋とを備え
た型枠装置において、前記パンチングメタルに補強用の
複数水平リブおよび複数垂直リブが突設され、それらの
水平リブは互い違いにパンチングメタルの両側に設けら
れている。According to the present invention, there is provided a punching metal which is vertically arranged opposite to each other and has a plurality of engaging portions projecting from a plurality of opposed portions, and both ends of which are engaged with the engaging portions. In a formwork device provided with a spacing material for holding the both punching metals at a predetermined spacing and an anchoring bar for fixing the spacing material to the ground, a plurality of horizontal ribs and a plurality of vertical ribs for reinforcement are provided on the punching metal. The ribs protrude and are provided alternately on both sides of the punched metal.
【0007】さらに、本発明によれば、前記垂直リブが
互い違いにパンチングメタルの両側に設けられている。Further, according to the present invention, the vertical ribs are alternately provided on both sides of the punching metal.
【0008】そして本発明によれば、連結材で連結さ
れ、間隔保持材が上下に設けられ、上側の間隔保持材が
下向きに掛止部に掛止され、下側の間隔保持材が上向き
に掛止部に掛止されている。According to the present invention, the connecting members are connected to each other, the spacing members are provided vertically, the upper spacing members are hooked downward by the hooks, and the lower spacing members are held upward. It is hooked on the hook.
【0009】[0009]
【作用】上記のように構成された型枠装置においては、
パンチングメタルにより、吹付け空気が逃がされ、か
つ、コンクリートのリバウンドが防止される。In the formwork device constructed as described above,
The perforated metal allows blown air to escape and prevents concrete from rebounding.
【0010】また、パンチングメタル自体は、強度があ
り、軽量な板体なので、施工性が良い。Further, the punching metal itself is strong and lightweight, and therefore has good workability.
【0011】[0011]
【実施例】以下図面を参照して本発明の実施例を説明す
る。Embodiments of the present invention will be described below with reference to the drawings.
【0012】図1ないし図4において、パンチングメタ
ル1は、高さHが例えば300mm、長さLが例えば1
700mmに形成されている。そのパンチングメタル1
には、横のピッチP1が例えば50mm、縦のピッチP
2が例えば19.3mmで、横方向に長い長さAが例え
ば44mm、高さBが例えば13mmの複数の長孔3が
打ち抜き形成されている。なお、上方及び下方から4列
目の長孔4は、長さA1が例えば36mmと相互に対応
する側が切りつめられたように短く形成されている。し
たがって、図示の例では開口率は60%であり、長孔3
の面積は、モルタル流出限界に収められている。1 to 4, a punching metal 1 has a height H of, for example, 300 mm and a length L of, for example, 1 mm.
It is formed to 700 mm. The punching metal 1
Has a horizontal pitch P1 of 50 mm, for example, and a vertical pitch P
2 are, for example, 19.3 mm, a plurality of long holes 3 having a laterally long length A, for example, 44 mm, and a height B, for example, 13 mm, are formed by punching. The long holes 4 in the fourth row from the upper and lower sides are formed to be short so that the length A1 is, for example, 36 mm and the sides corresponding to each other are cut off. Therefore, in the illustrated example, the aperture ratio is 60%,
Area is within the mortar runoff limit.
【0013】このパンチングメタル1には、各長孔3の
高さ方向の間に、一つ置きに対向する側に水平リブ5、
6が突設されている。また、各長孔3の長さ方向の間に
は、上方及び下方から4番目及び6番目の水平リブ6ま
での間には、一つ置きに対向する側に垂直リブ7、8が
突設されている。そして図4から明らかなように水平リ
ブ5、6および垂直リブ7、8はいずれもパンチングメ
タル1に対して互い違いにその両側に設けられている。In the punching metal 1, horizontal ribs 5 are provided on every other side between the long holes 3 in the height direction.
6 are protrudingly provided. In the longitudinal direction of each long hole 3, between the top and bottom, and up to the fourth and sixth horizontal ribs 6, vertical ribs 7 and 8 are provided on opposite sides. Have been. 4, the horizontal ribs 5, 6 and the vertical ribs 7, 8 are provided on both sides of the punching metal 1 alternately.
【0014】そして、長孔4、4の間には、一方向に突
出する三角形状の掛止部9が突設され、その掛止部9に
は、直径Dが例えば4.5mmの間隔保持材10(図
5)の直角に折り曲げられた折曲部11が挿入されるよ
うになっている。A triangular hook 9 projecting in one direction protrudes between the long holes 4, 4, and the hook 9 has a distance D having a diameter D of, for example, 4.5 mm. A bent portion 11 bent at a right angle to the material 10 (FIG. 5) is inserted.
【0015】次に、図5を参照して法枠の施工の態様を
説明する。Next, referring to FIG. 5, an embodiment of the construction of the legal frame will be described.
【0016】施工に際し図5に示すように、地面Gにパ
ンチングメタル1、1を対向して配置する。次いで、所
定長の間隔保持材10の両折曲部11、11を、パンチ
ングメタル1、1の上下の掛止部9、9に挿入し、両パ
ンチングメタル1、1を所定間隔Cに保持する。At the time of the construction, as shown in FIG. Next, the two bent portions 11, 11 of the spacing member 10 having a predetermined length are inserted into the upper and lower hooking portions 9, 9 of the punching metals 1, 1, and the both punching metals 1, 1 are held at the predetermined interval C. .
【0017】次いで、間隔保持材10、10の中間を、
地盤に挿入したアンカ筋12に連結して地盤Gに定着
し、型枠装置のセットを終る。Next, the middle of the spacing members 10 and 10 is
The anchor is connected to the anchor bar 12 inserted into the ground and is fixed to the ground G, and the setting of the formwork device is completed.
【0018】そこで、両パンチングメタル1、1の間
に、コンクリートを図示しない吹付機で吹付け打設す
る。この際、長孔3、4からコンクリートの流止するの
が防止される。また、長孔3、4から吹付け圧縮空気が
逃され、かつ、コンクリートのリバウンドが防止される
ので、コンクリートの仕上がり品質が向上される。な
お、パンチングメタル1は、リブ5〜8で補強されてい
るので、十分な強度を有し打設コンクリートの圧力で変
形することがない。また、パンチングメタル1は軽量な
平板なので、取扱いが容易で施工性が向上される。Therefore, concrete is sprayed between the punching metals 1 and 1 by a spraying machine (not shown). At this time, the concrete is prevented from flowing from the slots 3 and 4. Further, the blown compressed air is released from the slots 3 and 4 and the rebound of the concrete is prevented, so that the finish quality of the concrete is improved. In addition, since the punching metal 1 is reinforced by the ribs 5 to 8, it has sufficient strength and is not deformed by the pressure of the cast concrete. Further, since the punching metal 1 is a lightweight flat plate, it is easy to handle and the workability is improved.
【0019】図6は本発明の別の実施例を示し、上側の
間隔保持材10aと、下側の間隔保持材10bとは連結
材10c、10dを溶接して互いに連結されており、下
側の間隔保持材10bは掛止部9に対して下側から係合
している。組立てに際しては、両折曲部11、11を広
げて掛止部9に挿入する。そして連結材10c、10d
は主錘筋Rの位置決めの役目をしている。FIG. 6 shows another embodiment of the present invention. The upper spacing member 10a and the lower spacing member 10b are connected to each other by welding connecting members 10c and 10d. The spacing member 10b is engaged with the hook 9 from below. At the time of assembling, the two bent portions 11, 11 are expanded and inserted into the hook portions 9. And the connecting members 10c and 10d
Plays a role of positioning the main weight R.
【0020】なお、上側の間隔保持材10aを下向きに
掛止部9に係止し、下側の間隔保持材10bと上向きに
掛止部9に係止してもよい。The upper spacing member 10a may be engaged with the hook 9 downward and the lower spacing member 10b may be engaged with the hook 9 upward.
【0021】このように上下の間隔保持材10a、10
bの折曲部11の向きを互いに逆にすれば、コンクリー
ト打設時又は組立作業時に力がかかって掛止部9からは
ずれることがない。As described above, the upper and lower spacing members 10a, 10a
If the directions of the bent portions 11 of b are reversed, no force is applied during concrete placing or assembling work, and the bent portions 11 do not come off from the hook portions 9.
【0022】[0022]
【発明の効果】本発明は、以上説明したように構成され
ているので、空気の巻き込みやコンクリートのリバウン
ドを防止して打設コンクリートの品質を向上することが
でき、また、施工性を向上することができる。According to the present invention, since the present invention is configured as described above, the quality of cast concrete can be improved by preventing air entrapment and concrete rebound, and the workability can be improved. be able to.
【図1】本発明の一実施例のパンチングメタルを示す正
面図。FIG. 1 is a front view showing a punched metal according to one embodiment of the present invention.
【図2】図1の上面図。FIG. 2 is a top view of FIG. 1;
【図3】図2の部分的拡大図。FIG. 3 is a partially enlarged view of FIG. 2;
【図4】図1の側面上半部の拡大図。FIG. 4 is an enlarged view of an upper half of a side surface of FIG. 1;
【図5】本発明の一実施例を示す施工時の側面図。FIG. 5 is a side view at the time of construction showing one embodiment of the present invention.
【図6】別の実施例を示す側面図。FIG. 6 is a side view showing another embodiment.
1・・・パンチングメタル 3、4・・・長孔 5、6・・・水平リブ 7、8・・垂直リブ 9・・・掛止部 10・・・間隔保持材 11・・・折曲部 12・・・アンカ筋 DESCRIPTION OF SYMBOLS 1 ... Punched metal 3, 4 ... Long hole 5, 6 ... Horizontal rib 7, 8 ... Vertical rib 9 ... Hook part 10 ... Spacing material 11 ... Bending part 12 ... anchor muscle
Claims (3)
所に掛止部が突設されたパンチングメタルと、両端部が
前記掛止部に掛止され前記両パンチングメタルを所定間
隔に保持する間隔保持材と、該間隔保持材を地盤に定着
するアンカ筋とを備えた型枠装置において、前記パンチ
ングメタルに補強用の複数水平リブおよび複数垂直リブ
が突設され、それらの水平リブは互い違いにパンチング
メタルの両側に設けられていることを特徴とする型枠装
置。1. A punching metal which is vertically opposed to each other and has a plurality of engaging portions protruding therefrom, and both end portions of which are engaged with the engaging portions to hold the both punching metals at a predetermined interval. In a formwork device provided with a spacing material and an anchoring line for fixing the spacing material to the ground, a plurality of reinforcing horizontal ribs and a plurality of vertical ribs are protruded from the punching metal, and the horizontal ribs are alternately arranged. Characterized by being provided on both sides of a punching metal.
タルの両側に設けられている請求項1記載の型枠装置。2. The formwork device according to claim 1, wherein the vertical ribs are alternately provided on both sides of the punched metal.
設けられ、上側の間隔保持材が下向きに掛止部に掛止さ
れ、下側の間隔保持材が上向きに掛止部に掛止されてい
る請求項1又は2のいずれかに記載の型枠装置。3. A spacing member connected by a connecting member is provided up and down, an upper spacing member is hooked downward by a hook, and a lower spacing member is hooked upward by a hook. The formwork device according to claim 1, wherein the formwork device is stopped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6199333A JP2739886B2 (en) | 1994-08-24 | 1994-08-24 | Formwork equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6199333A JP2739886B2 (en) | 1994-08-24 | 1994-08-24 | Formwork equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0860668A JPH0860668A (en) | 1996-03-05 |
| JP2739886B2 true JP2739886B2 (en) | 1998-04-15 |
Family
ID=16406056
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6199333A Expired - Lifetime JP2739886B2 (en) | 1994-08-24 | 1994-08-24 | Formwork equipment |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2739886B2 (en) |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS55126614A (en) * | 1979-03-26 | 1980-09-30 | Okabe Co Ltd | Working for concrete structure in slope |
| JPH02101224A (en) * | 1988-10-06 | 1990-04-13 | Okabe Doboku Kk | Concrete slope formwork |
| JPH0635336U (en) * | 1992-10-16 | 1994-05-10 | ライト工業株式会社 | Formwork for legal framework construction |
-
1994
- 1994-08-24 JP JP6199333A patent/JP2739886B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0860668A (en) | 1996-03-05 |
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