JPH0331534Y2 - - Google Patents

Info

Publication number
JPH0331534Y2
JPH0331534Y2 JP1985173281U JP17328185U JPH0331534Y2 JP H0331534 Y2 JPH0331534 Y2 JP H0331534Y2 JP 1985173281 U JP1985173281 U JP 1985173281U JP 17328185 U JP17328185 U JP 17328185U JP H0331534 Y2 JPH0331534 Y2 JP H0331534Y2
Authority
JP
Japan
Prior art keywords
formwork
stirrup
reinforcement
shaped
edges
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
Application number
JP1985173281U
Other languages
Japanese (ja)
Other versions
JPS6280611U (en
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 filed Critical
Priority to JP1985173281U priority Critical patent/JPH0331534Y2/ja
Publication of JPS6280611U publication Critical patent/JPS6280611U/ja
Application granted granted Critical
Publication of JPH0331534Y2 publication Critical patent/JPH0331534Y2/ja
Expired legal-status Critical Current

Links

Landscapes

  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 この考案は端面にスターラツプ筋が張出してい
るコンクリートパネル用の型枠に関する。
[Detailed Description of the Invention] [Industrial Field of Application] This invention relates to a formwork for concrete panels having stirrup bars protruding from the end faces.

〔考案が解決しようとする課題〕[The problem that the idea aims to solve]

近年、コンクリートパネルを相互に水平方向あ
るいは垂直方向に一体に連結したり、床スラブを
一体に打設したりするには好適な第3,4図のご
とくH形鋼3をとりまくスターラツプ筋2の1側
部および上端筋4が上端面に張出したコンクリー
トパネル1が実用化されている。通常このパネル
1は上端部にスターラツプ筋2を配し、その中心
部にH形鋼3、隅部に上端筋4を組合せて壁梁を
構成している。
In recent years, stirrup reinforcements 2 surrounding H-beams 3, as shown in Figures 3 and 4, are suitable for interconnecting concrete panels horizontally or vertically or for integrally pouring floor slabs. A concrete panel 1 in which one side portion and an upper end reinforcement 4 extend from the upper end surface has been put into practical use. Normally, this panel 1 has stirrup reinforcements 2 at its upper end, H-beams 3 at the center, and upper end reinforcements 4 at the corners to form a wall beam.

従来、このコンクリートパネル1を塑造するに
は、第5図のごとく、H形鋼3のフランジ5面に
添つて鋼製型枠材6を配し、下側型枠材7と組合
せ型枠を形成し、鋼製型枠材6にスターラツプ筋
2を挿通する切込みを入れてスターラツプ筋2を
張出させていた。しかし、鋼製型枠材6とスター
ラツプ筋2との間には間〓を生じてコンクリート
のノロが漏出し易く、さらに型枠材の転用を繰返
すと型枠精度が低下し、一層ノロの漏出が多くな
つた。この結果塑造したパネル端面の精度が低下
したり、型枠の清掃に手間がかかる欠点があつ
た。また鋼製型枠材は高重量であり、複雑な構造
のパネル端面への着脱作業の能率が悪く、安全性
も充分なものではなかつた。
Conventionally, in order to form this concrete panel 1, as shown in FIG. A cut was made in the steel formwork 6 to insert the stirrup muscle 2, and the stirrup muscle 2 was made to protrude. However, gaps occur between the steel formwork material 6 and the stirrup reinforcements 2, making it easy for concrete slag to leak out.Furthermore, if the formwork material is repeatedly used, the accuracy of the formwork decreases, causing even more slag to leak out. has become more common. As a result, the precision of the molded panel end faces deteriorated, and the cleaning of the formwork was time-consuming. In addition, steel formwork materials are heavy, making it difficult to attach or detach them to the end faces of panels with complex structures, and the safety is not sufficient.

この考案は上記事情に鑑みなされたものであ
る。その目的は、コンクリートノロの漏出が少
く、型枠の清掃、および着脱の作業性、安全性が
優れ、精度の高い製品を能率よく塑造することが
できるコンクリートパネル用型枠を提案するにあ
る。
This idea was made in view of the above circumstances. The purpose is to propose a formwork for concrete panels that has little leakage of concrete slag, has excellent workability and safety in cleaning the formwork, attachment and detachment, and can efficiently form highly accurate products.

〔課題を解決するための手段および実施例〕[Means and examples for solving the problem]

このコンクリートパネル用型枠は、端面に、H
形鋼をとりまく略方形のスターラツプ筋の1側部
および上端筋が張出したコンクリートパネル用の
型枠において、断面L形をなしL形2片縁にスタ
ーラツプ筋を嵌込む複数の切込みを有するゴム弾
性型枠材を、前記スターラツプ筋1側部の2つの
隅部内に配し、L形型枠材の入隅部内に上端筋を
挿通させ、2片縁の切込みにスターラツプ筋を嵌
込み、出隅部をH形鋼フランジに当接せしめてあ
ることを特徴とする。
This concrete panel formwork has H on the end surface.
A rubber elastic material having an L-shaped cross section and a plurality of cuts into which the stirrups are inserted into two edges of the L-shape, in a formwork for a concrete panel in which one side and top reinforcement of a substantially rectangular stirrup reinforcement surrounding a section steel are extended. Place the formwork material within the two corners of the stirrup bar 1 side part, insert the upper end bar into the inside corner of the L-shaped formwork material, fit the stirrup bar into the notch on the two edges, and insert the stirrup bar into the outside corner. It is characterized in that the part is brought into contact with the H-shaped steel flange.

第1図はこのコンクリートパネル用型枠の実施
例であり、H形鋼3,H形鋼3をとりまく略方形
をなしたスターラツプ筋2、および上端筋4が配
筋してあり、その下面に下側型枠材7が組まれて
いる。パネル端面から張出させるべき、スターラ
ツプ筋2の1側部の2つの隅部内には2つの断面
L形をなしたゴム弾性体からなる型枠材8,8′
が配してあり、この型枠材8,8′には第2図の
ごとく2片縁に、それぞれスターラツプ筋2が密
に嵌り込む複数の切込み10,10がピツチに合
つた位置に設けてある。
Figure 1 shows an example of this formwork for concrete panels, in which H-shaped steel 3, stirrup bars 2 surrounding the H-shaped steel 3, and upper end reinforcement 4 are arranged. The lower formwork material 7 is assembled. In the two corners of one side of the stirrup bars 2, which should protrude from the end face of the panel, there are two formwork members 8, 8' made of rubber elastic bodies with an L-shaped cross section.
As shown in FIG. 2, the formwork members 8 and 8' are provided with a plurality of notches 10 and 10 at precisely aligned positions on two edges thereof, into which the stirrup muscles 2 are closely fitted. be.

スターラツプ筋2の2つの入隅部に配したL形
型枠材8,8′は入隅部に上端筋4が挿通せしめ
てあり、2片縁の切込み10,10にスターラツ
プ筋2が嵌込まれ、出隅部はH形鋼のフランジ5
縁部に当接せしめてある。
The L-shaped formwork members 8 and 8' placed at the two inner corners of the stirrup bar 2 have the upper end bar 4 inserted through the inner corner, and the stirrup bar 2 is fitted into the notches 10 and 10 on one side of the two edges. The protruding corner is a flange 5 of H-beam steel.
It is brought into contact with the edge.

なお、2つの型枠材8,8′のスターラツプ筋
2外側位置には、それぞれ上下周辺型材11,1
1′が配置されて型枠を構成している。
In addition, the upper and lower peripheral mold members 11 and 1 are placed at the outside positions of the stirrup bars 2 of the two formwork members 8 and 8', respectively.
1' are arranged to constitute a formwork.

〔作用および考案の効果〕[Effects of action and design]

この型枠材のゴム弾性型枠材は断面L形をなし
ているので、上端筋が配筋してあるスターラツプ
筋の隅部内に、L形入隅部に上端筋を挿通した状
態で配置することができる。また、2片縁の複数
の切込みにスターラツプ筋を嵌込み、出隅部をH
形鋼フランジに当接せしめて、H形鋼フランジ面
と連続しスターラツプ筋が張出した型枠面を形成
できる。
Since the rubber elastic formwork material of this formwork material has an L-shaped cross section, the top reinforcement is placed inside the corner of the stirrup reinforcement where the reinforcement is placed, with the top reinforcement inserted into the L-shaped corner. be able to. Also, insert stirrup muscles into the multiple cuts on the two edges, and make the protruding corner H.
By bringing it into contact with the section steel flange, it is possible to form a formwork surface that is continuous with the H section steel flange surface and has stirrup bars extending over it.

L形の2片縁の切込みはスターラツプ筋を立体
的に位置精度高く保持することができ、スターラ
ツプ筋との界面からのノロ漏出を防止できる。ま
た、型枠の組立、解体に際してはゴム弾性により
変形させ多数のスターラツプ筋が張出した狭い隅
部内に組入れ、あるいはコンクリート打設後の隅
部内から引出しができる。
The L-shaped two-edge notch can hold the stirrup muscle three-dimensionally with high positional accuracy and prevent slag from leaking from the interface with the stirrup muscle. In addition, when assembling and dismantling the formwork, it can be deformed by rubber elasticity and installed into a narrow corner where a large number of stirrup bars extend, or it can be pulled out from within a corner after concrete is poured.

以上の通りこの型枠は、ノロの漏出を防止し配
筋の精度が高いコンクリートパネルを塑造するこ
とができる。また、型枠の組立て、解体、あるい
は清掃の作業性、および安全性が優れている。従
つて精度の高い製品を能率よく製造することが可
能となる。
As described above, this formwork can prevent the leakage of slag and form concrete panels with high precision reinforcement. In addition, the workability and safety of assembling, dismantling, or cleaning the formwork are excellent. Therefore, it becomes possible to efficiently manufacture highly accurate products.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は実施例の型枠の断面図、第2図は上下
のL形ゴム製型枠材の斜視図、第3図,第4図は
スターラツプ筋が上端面に張出したパネルの正面
図およびA−A断面図、第5図は従来の型枠の断
面図である。 1……コンクリートパネル、2……スターラツ
プ筋、3……H形鋼、4……上端筋、5……フラ
ンジ、6……鋼製型枠材、7……下側型枠材、
8,8′……ゴム製型枠材、9……ゴム製型枠材
の直交する2片、10……切込み、11…,1
1′……上,下周辺型枠材。
Fig. 1 is a sectional view of the formwork of the example, Fig. 2 is a perspective view of the upper and lower L-shaped rubber formwork members, and Figs. 3 and 4 are front views of the panel with stirrup bars extending from the upper end surface. and AA sectional view, and FIG. 5 is a sectional view of a conventional formwork. 1... Concrete panel, 2... Stirrup reinforcement, 3... H-shaped steel, 4... Upper end reinforcement, 5... Flange, 6... Steel formwork material, 7... Lower formwork material,
8, 8'...Rubber formwork material, 9...Two perpendicular pieces of rubber formwork material, 10...Notch, 11...,1
1'... Upper and lower peripheral formwork materials.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 端面に、H形鋼をとりまく略方形のスターラツ
プ筋の1側部および上端筋が張出したコンクリー
トパネル用の型枠において、断面L形をなしL形
2片縁にスターラツプ筋を嵌込む複数の切込みを
有するゴム弾性型枠材を、前記スターラツプ筋1
側部の2つの隅部内に配し、L形型枠材の入隅部
内に上端筋を挿通させ、2片縁の切込みにスター
ラツプ筋を嵌込み、出隅部をH形鋼フランジに当
接せしめてあることを特徴とするコンクリートパ
ネル用型枠。
In a formwork for a concrete panel in which one side and top reinforcement of a substantially rectangular stirrup reinforcement surrounding an H-shaped steel protrudes from the end face, the cross section is L-shaped, and multiple cuts are made in which the stirrup reinforcement is inserted into two edges of the L shape. A rubber elastic formwork material having
Place it in the two corners of the side, insert the upper end reinforcement into the inside corner of the L-shaped formwork material, fit the stirrup reinforcement into the notch on the two edges, and abut the outside corner against the H-shaped steel flange. A formwork for concrete panels characterized by being compacted.
JP1985173281U 1985-11-11 1985-11-11 Expired JPH0331534Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1985173281U JPH0331534Y2 (en) 1985-11-11 1985-11-11

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1985173281U JPH0331534Y2 (en) 1985-11-11 1985-11-11

Publications (2)

Publication Number Publication Date
JPS6280611U JPS6280611U (en) 1987-05-23
JPH0331534Y2 true JPH0331534Y2 (en) 1991-07-04

Family

ID=31110594

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1985173281U Expired JPH0331534Y2 (en) 1985-11-11 1985-11-11

Country Status (1)

Country Link
JP (1) JPH0331534Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2839823B2 (en) * 1993-08-03 1998-12-16 正己 入来院 Method for manufacturing concrete product and reinforcing bar holder used in the method
JP4761629B2 (en) * 2001-02-06 2011-08-31 シバタ工業株式会社 Concrete formwork and moving method thereof

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4941493U (en) * 1972-07-10 1974-04-11
JPS5830656U (en) * 1981-08-24 1983-02-28 ユニチカ株式会社 Synthetic fiber winding device

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6072210U (en) * 1983-10-26 1985-05-21 ピー・エス・コンクリート株式会社 Leak prevention structure of end plate of preten member

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4941493U (en) * 1972-07-10 1974-04-11
JPS5830656U (en) * 1981-08-24 1983-02-28 ユニチカ株式会社 Synthetic fiber winding device

Also Published As

Publication number Publication date
JPS6280611U (en) 1987-05-23

Similar Documents

Publication Publication Date Title
US5076534A (en) Base support for air conditioners or the like
JPH0331534Y2 (en)
KR100370437B1 (en) Spacer for euro-form flash board
CN216329001U (en) Combined reusable universal mould for precast slab in laminated slab
CN219587212U (en) Constructional column reinforcing device
CN213226791U (en) Side mold for producing prefabricated superposed plate
JP2000248678A (en) Shear reinforcing member, half-pc member, and method for constructing floor slab and wall using the same
JPS5929088Y2 (en) Frame for pouring foundation structure
JPH0545744B2 (en)
JPH0113122Y2 (en)
JPH024964Y2 (en)
JPS6340607Y2 (en)
US2555028A (en) Form for precast concrete structural floor sections
JPH0351375Y2 (en)
CN106049861B (en) Steel frame moulding board non-displacement device
JPH0333443Y2 (en)
JP2890132B2 (en) Manufacturing method of precast concrete slab
JPS6241077Y2 (en)
JPS6123133Y2 (en)
JPH0111445Y2 (en)
JPH0219475Y2 (en)
JPS6127419Y2 (en)
JPS6226502Y2 (en)
JPS6019130Y2 (en) Concrete assembled embankment
KR200201615Y1 (en) A wall mould of the cement concrete building