JPH0540962Y2 - - Google Patents
Info
- Publication number
- JPH0540962Y2 JPH0540962Y2 JP12965689U JP12965689U JPH0540962Y2 JP H0540962 Y2 JPH0540962 Y2 JP H0540962Y2 JP 12965689 U JP12965689 U JP 12965689U JP 12965689 U JP12965689 U JP 12965689U JP H0540962 Y2 JPH0540962 Y2 JP H0540962Y2
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- shaped
- concrete
- piece
- precast 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.)
- Expired - Lifetime
Links
- 238000009415 formwork Methods 0.000 claims description 46
- 239000011178 precast concrete Substances 0.000 claims description 19
- 238000004519 manufacturing process Methods 0.000 claims description 12
- 239000004567 concrete Substances 0.000 description 21
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 206010040844 Skin exfoliation Diseases 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Moulds, Cores, Or Mandrels (AREA)
Description
【考案の詳細な説明】
(産業上の利用分野)
本考案はL型のプレキヤストコンクリート部材
の製造用型枠装置に係るものである。[Detailed Description of the Invention] (Industrial Application Field) The present invention relates to a formwork apparatus for manufacturing L-shaped precast concrete members.
(従来の技術)
従来、L型プレキヤストコンクリート部材を製
造する場合、第3図に示すように縦型の型枠aを
作製し、同型枠aに上部から一度にコンクリート
bを打設するか、L型プレキヤストコンクリート
部材の一側部片のコンクリートを打設して、所定
の強度が発現されたのち、一旦脱型して、かくし
て得られた部材c(第4図参照)に水平に接続さ
れるように、L型プレキヤストコンクリート部材
の他側部片のコンクリート打設用型枠dを再び組
立て、(第5図参照)同型枠dにコンクリートを
打設していた。(Prior art) Conventionally, when manufacturing an L-shaped precast concrete member, a vertical formwork a is prepared as shown in Fig. 3, and concrete b is poured into the formwork a from above all at once. , after pouring concrete for one side of the L-shaped precast concrete member and developing a predetermined strength, the mold is once removed and the thus obtained member c (see Fig. 4) is poured horizontally. The concrete pouring form d of the other side of the L-shaped precast concrete member was reassembled so as to be connected (see Fig. 5), and concrete was poured into the same form d.
(考案が解決しようとする課題)
前者の場合、部材全面に亘つて型枠が必要にな
り、密実なコンクリートを打設し難く、また型枠
の組立、解体に時間がかかる。(Problem to be solved by the invention) In the former case, a formwork is required over the entire surface of the member, making it difficult to place concrete concrete, and it takes time to assemble and dismantle the formwork.
後者の場合、作業が2つの工程に分かれ、時間
を要し、また打継部の処理が困難になる。 In the latter case, the work is divided into two steps, which takes time and also makes it difficult to treat the joint.
本考案は前記従来技術の有する問題点に鑑みて
提案されたもので、その目的とする処は、製造が
簡単に行なわれ、且つコンクリートが密実に充填
され、品質が向上されたL型状プレキヤストコン
クリート部材の製造用型枠装置を提供する点にあ
る。 The present invention was proposed in view of the problems of the prior art, and its purpose is to provide an L-shaped preform that is easy to manufacture, is densely filled with concrete, and has improved quality. An object of the present invention is to provide a formwork apparatus for manufacturing cast concrete members.
(課題を解決するための手段)
前記の目的を達成するため、本考案に係るL型
プレキヤストコンクリート部材の製造用型枠装置
は、基盤上に設置された水平架台の先端面に、L
型型枠の一側部片の下面を回動自在に枢支して構
成されている。(Means for Solving the Problems) In order to achieve the above-mentioned object, the formwork device for manufacturing L-shaped precast concrete members according to the present invention is provided with
It is constructed by rotatably supporting the lower surface of one side piece of the formwork.
(作用)
本考案は前記したように構成されているので、
基盤上に設置された水平架台の先端面と、L型型
枠の一側型枠部片の下面との枢支部を中心として
同L型型枠を回動して、前記一側型枠部片を前記
水平架台上に載置し、同一側型枠部片上にL型プ
レキヤストコンクリート部材の一側部片のコンク
リートを打設し、同打設コンクリートがある程度
硬化したのち、前記枢支部を中心としてL型型枠
を90°回転し、同L型型枠の他側型枠部片を基盤
上に水平に載置し、同他側型枠部片上にL型プレ
キヤストコンクリート部材の他側部片のコンクリ
ートを打設することによつて、L型プレキヤスト
コンクリート部材が製造される。(Function) Since the present invention is constructed as described above,
The L-shaped formwork is rotated around the pivot point between the end surface of the horizontal frame installed on the base and the lower surface of the one-side formwork part of the L-shaped formwork, and the one-side formwork part is rotated. Place the piece on the horizontal frame, pour concrete for one side piece of the L-shaped precast concrete member on the same side formwork piece, and after the poured concrete has hardened to a certain extent, the pivot part is placed. Rotate the L-shaped formwork 90 degrees around the center, place the other side of the L-shaped formwork horizontally on the base, and place other L-shaped precast concrete members on the other side of the formwork piece. By pouring the concrete of the side pieces, an L-shaped precast concrete member is produced.
(実施例) 以下本考案を図示の実施例について説明する。(Example) The present invention will be described below with reference to the illustrated embodiments.
1は基盤2上に設置された鋼製の水平架台で、
同架台1の先端面より突設されたブラケツト3
に、L型型枠4の一側型枠部片4aの下面より突
設されたブラケツト5がピン6を介して回動自在
に枢支されている。 1 is a horizontal steel frame installed on the base 2,
A bracket 3 protrudes from the tip of the frame 1.
A bracket 5 protruding from the lower surface of one frame piece 4a of the L-shaped frame 4 is rotatably supported via a pin 6.
図示の実施例は前記したように構成されている
ので、前記L型型枠4をピン6を中心として回動
し、同L型型枠4の一側型枠部片4aを前記水平
架台1上に載架し、同一側型枠部片4a上にL型
プレキヤストコンクリート部材7の一側部片7a
のコンクリートを打設する。(第1図参照)
同打設コンクリートがある程度硬化したのち、
L型型枠4を前記ピン6を中心として第1図の矢
印方向に90°回動して、同型枠4の他側型枠部片
4bを基盤2上に水平に載置し、同他側型枠部片
4b上にL型プレキヤストコンクリート部材7の
他側部片7bのコンクリートを打設し、前記両側
部片7a,7bのコンクリートが一体化されたL
型プレキヤストコンクリート部材7を製造するも
のである。 Since the illustrated embodiment is configured as described above, the L-shaped formwork 4 is rotated about the pin 6, and the one side formwork piece 4a of the L-shaped formwork 4 is moved to the horizontal frame 4. One side piece 7a of the L-shaped precast concrete member 7 is mounted on the same side formwork piece 4a.
pour concrete. (See Figure 1) After the poured concrete has hardened to some extent,
Rotate the L-shaped formwork 4 by 90° in the direction of the arrow in FIG. Concrete for the other side piece 7b of the L-shaped precast concrete member 7 is placed on the side formwork piece 4b, and the concrete for the both side pieces 7a and 7b is integrated.
A molded precast concrete member 7 is manufactured.
なお図示の実施例においては基盤2の段部に形
成され、下段部に前記他側型枠部片4bが水平に
載置されるように構成されているが、前記水平架
台1を十分に高くすることによつて、基盤2を段
部に形成しなくても、他側型枠部片4bを基盤2
上に水平に載置しうるものである。 In the illustrated embodiment, it is formed on a stepped portion of the base 2, and the other side formwork piece 4b is placed horizontally on the lower step. By doing so, the other side formwork piece 4b can be attached to the base 2 without forming the base 2 into a stepped part.
It can be placed horizontally on top.
(考案の効果)
本考案に係るL型プレキヤストコンクリート部
材の製造用型枠装置は前記したように、基盤上に
載置された水平架台の先端面に、L型型枠の一側
型枠部片の下面を回動自在に枢支したことによつ
て、前記従来の縦型型枠のように、L型プレキヤ
ストコンクリート部材の全面に亘つて型枠部材を
必要とせず、型枠部材の使用量が少なくて済み、
型枠の組立、解体が容易に行なわれる。(Effects of the invention) As described above, the formwork apparatus for manufacturing L-shaped precast concrete members according to the invention has one side formwork of the L-shaped form attached to the tip surface of the horizontal frame placed on the base. By rotatably supporting the lower surface of the piece, unlike the conventional vertical formwork mentioned above, there is no need for a formwork member to cover the entire surface of the L-shaped precast concrete member. It requires less amount of
Formwork can be easily assembled and dismantled.
また本考案の型枠装置によれば、前記L型型枠
を水平架台に回動して、同L型型枠の一側型枠部
片及び他側型枠部片を順次前記架台及び基盤上に
水平に載置してコンクリートを打設するようにし
たので、前記従来のL型プレキヤストコンクリー
ト製造方法におけるように、脱型を2度行なう必
要がなく、連続して作業が行なわれる。 Further, according to the formwork device of the present invention, the L-shaped formwork is rotated to a horizontal pedestal, and the one side formwork piece and the other side formwork piece of the L-shaped formwork are sequentially attached to the pedestal and the base. Since the concrete is poured by placing the concrete horizontally on top of the concrete, there is no need to remove the mold twice as in the conventional L-shaped precast concrete manufacturing method, and the work can be performed continuously.
またL型プレキヤストコンクリート部材の両側
部片のコンクリートは、水平状態にある前記L型
型枠の各型枠部片に上部より打設されるので、コ
ンクリートは密実に打設され、特にタイルの打込
みを行つたとき等、剥離の惧れがない。更にまた
本考案によれば、補強鉄筋の一部がコンクリート
部より突出されたL型の半PC版の製造が可能と
なる。 Furthermore, since the concrete for both side parts of the L-shaped precast concrete member is poured from above into each formwork part of the L-shaped formwork in a horizontal state, the concrete is poured densely, especially for tiles. There is no risk of peeling off when driving. Furthermore, according to the present invention, it is possible to manufacture an L-shaped half-PC plate in which a portion of the reinforcing reinforcing bars protrudes from the concrete part.
第1図は本考案に係るL型プレキヤストコンク
リート部材の製造用型枠の一実施例を示す縦断面
図、第2図は同製造用型枠におけるL型型枠を
90°回転した状態を示す縦断面図、第3図は従来
のL型プレキヤストコンクリート部材の製造用型
枠を示す斜視図、第4図及び第5図は従来のL型
プレキヤストコンクリート部材の製造工程を示す
斜視図である。
1……水平架台、2……基盤、3……ブラケツ
ト、4……L型型枠、4a……一側型枠部片、4
b……他側型枠部片、5……ブラケツト、6……
ピン。
Fig. 1 is a longitudinal cross-sectional view showing an example of a formwork for producing an L-shaped precast concrete member according to the present invention, and Fig. 2 shows an L-shaped formwork in the same production formwork.
A vertical cross-sectional view showing a state rotated by 90°, Fig. 3 is a perspective view showing a formwork for manufacturing a conventional L-shaped precast concrete member, and Figs. 4 and 5 show a conventional L-shaped precast concrete member. It is a perspective view showing a manufacturing process. DESCRIPTION OF SYMBOLS 1...Horizontal frame, 2...Base, 3...Bracket, 4...L-shaped formwork, 4a...One side formwork piece, 4
b...Other side formwork piece, 5...Bracket, 6...
pin.
Claims (1)
型枠の一側型枠部片の下面を回動自在に枢支して
なることを特徴とするL型プレキヤストコンクリ
ート部材の製造用型枠装置。 For manufacturing an L-shaped precast concrete member, characterized in that the lower surface of one side formwork part of an L-shaped formwork is rotatably supported on the end surface of a horizontal frame installed on a base. Formwork equipment.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12965689U JPH0540962Y2 (en) | 1989-11-08 | 1989-11-08 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12965689U JPH0540962Y2 (en) | 1989-11-08 | 1989-11-08 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0368406U JPH0368406U (en) | 1991-07-05 |
| JPH0540962Y2 true JPH0540962Y2 (en) | 1993-10-18 |
Family
ID=31677270
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12965689U Expired - Lifetime JPH0540962Y2 (en) | 1989-11-08 | 1989-11-08 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0540962Y2 (en) |
-
1989
- 1989-11-08 JP JP12965689U patent/JPH0540962Y2/ja not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0368406U (en) | 1991-07-05 |
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