JPS60885B2 - How to demold concrete pipes - Google Patents
How to demold concrete pipesInfo
- Publication number
- JPS60885B2 JPS60885B2 JP12645980A JP12645980A JPS60885B2 JP S60885 B2 JPS60885 B2 JP S60885B2 JP 12645980 A JP12645980 A JP 12645980A JP 12645980 A JP12645980 A JP 12645980A JP S60885 B2 JPS60885 B2 JP S60885B2
- Authority
- JP
- Japan
- Prior art keywords
- fixed
- collar
- clamp
- formwork
- mold
- 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
Links
- 238000009415 formwork Methods 0.000 claims description 10
- 238000001125 extrusion Methods 0.000 claims description 3
- 238000000034 method Methods 0.000 claims description 2
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 238000007664 blowing Methods 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
Landscapes
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Rigid Pipes And Flexible Pipes (AREA)
Description
【発明の詳細な説明】
本発明は、従来手作業で行われていた、コンクリート管
の脱型及び型枠分解を自動的に行なう方法を提案しよう
とするものである。DETAILED DESCRIPTION OF THE INVENTION The present invention seeks to propose a method for automatically performing demolding of concrete pipes and disassembly of formwork, which were conventionally performed manually.
以下、本発明の実施例を図面により説明する。Embodiments of the present invention will be described below with reference to the drawings.
まず、型枠を第1,2,3図の如く構成する。即ちL型
枠Aを「本体型1とその両端に固定の鍔2,2aと、該
金言に欧脱自在に鉄合された端型3,3aと「鍔に回転
自在に貫通支持された数個の軸杵4と「該軸杵4の外端
に固定の係脱片5と、該係脱片5を内方へ付勢するバネ
6とから構成する。尚、本体型1と鍔2,2aの固定に
はボルト7を用いており、係脱片5は各三個としている
。First, a formwork is constructed as shown in FIGS. 1, 2, and 3. In other words, the L formwork A is made up of a main body 1, flanges 2, 2a fixed at both ends, end molds 3, 3a that are iron-fitted to the flange, and a number that is rotatably supported through the flanges. It consists of a shaft punch 4, a locking piece 5 fixed to the outer end of the shaft punch 4, and a spring 6 that biases the locking piece 5 inward. , 2a are fixed using bolts 7, and the number of engaging/disengaging pieces 5 is three each.
そして、第4図の如くコンクリート充填装置を出たコン
クリート管Bの充填乾燥状態の型枠Aを主コンベア8で
端型分解ステーション9のローラ10上へ送り、第6図
の如くローラ10の枠11を上昇させてから、位置決め
ピン12も上昇させ、ローラ10を回転させてピン12
にストッパー21を当て)型枠の位置決めをする。次に
第5図の如く、摺動体を取付けた第1クランブCIを前
進させ、歯車13とネジ14の機構によりクランプCI
を拡げてクランプし、クランプCIに取付けた三個の油
圧シリンダ15の各伸長して係合片を第3図の如く、係
合位置5から離脱位置5aへ切換え、第5図の如く、ク
ランプCIは振動体17で振動させて、端型3の分解を
し易くしてから後退させて端型3を分解し、この端型3
の糠側面(図示は上側面)に第7図とほゞ同機造の第3
クランプC3でクランプし、これを副コンベア8a上に
降す。勿論その前に第1クランプCIは更に後退させて
いる。尚、小径側の端型3aも図外の装置により同様に
分解するが、これは分解し易い。併し、大蓬側の端型3
は分解し難いので、第1図の移動自在なストッパー18
を金言2aに係合して、本体型1が端型3に引張られる
のを防止する。次にローラ10を降し、主コンベア8で
本体型1を脱型ステーション19へ送り、こ)で小径側
鍔2aを第7図のシリンダ20を動かして第2クランプ
C2で固定し、シリンダ22を伸長させて押出盤23を
押出して、コンクリート管Bを脱型させる。その後、各
装置を元へ戻してから、本体型1及び端型3,3aはコ
ンベア8aで送りながら適宜方法で、ブラシをかけエア
ーを吹付けて清掃し、再組立を上記とは逆手順で行う。
又、コンクリート管Bはしール24で所望個所へ送る。
以上の説明から明らかな通り、本発明によれば、コンク
リート管の脱型及び型枠の分解を簡単安価な装置により
自動化できる効果がある。Then, as shown in FIG. 4, the filled and dry formwork A of the concrete pipe B that has come out of the concrete filling device is sent onto the rollers 10 of the end mold disassembly station 9 by the main conveyor 8, and the frame A of the rollers 10 as shown in FIG. 11, then also raise the positioning pin 12, rotate the roller 10, and then raise the positioning pin 12.
21) to position the formwork. Next, as shown in FIG.
The three hydraulic cylinders 15 attached to the clamp CI are extended to switch the engagement piece from the engagement position 5 to the disengagement position 5a as shown in FIG. The CI vibrates with the vibrating body 17 to make it easier to disassemble the end mold 3, and then moves it back to disassemble the end mold 3.
On the side of the rice bran (upper side shown), there is a No. 3 machine of almost the same construction as in Figure 7.
It is clamped with clamp C3 and lowered onto the sub-conveyor 8a. Of course, before that, the first clamp CI is further retreated. Note that the end mold 3a on the small diameter side is also disassembled in the same manner using a device not shown, but this is easy to disassemble. However, the end type 3 on the Oyo side
Since it is difficult to disassemble, the movable stopper 18 in Fig.
is engaged with the maxim 2a to prevent the main body 1 from being pulled by the end mold 3. Next, the rollers 10 are lowered, and the main conveyor 8 sends the main body 1 to the demolding station 19. Then, the small diameter side collar 2a is fixed with the second clamp C2 by moving the cylinder 20 in FIG. is extended to extrude the extrusion plate 23, and the concrete pipe B is demolded. After that, after returning each device to its original position, the main body mold 1 and the end molds 3, 3a are cleaned by brushing and blowing air as appropriate while being sent on the conveyor 8a, and reassembly is performed in the reverse order to the above. conduct.
Further, the concrete pipe B is sent to a desired location by a seal 24.
As is clear from the above description, according to the present invention, there is an effect that demolding of concrete pipes and disassembly of formwork can be automated using simple and inexpensive equipment.
図面は本発明の実施例を示すもので、第1図は型枠の縦
断面図、第2図は同一部分切欠菱部側面図、第3図は同
正面図、第4図は型分解及び脱型装置の平面図、第5図
は端型鱗装置の縦断面図、第6図は同正面図、第7図は
脱型装置の平面図である。
A:型枠「B:コンクリート管、CI,C2:クランプ
「 1:本体型、2,2a:金言、3,3a:端型、4
:藤村、5:係脱片、6:バネ、7:ボルト、8:主コ
ンベア、8a:副コンベア、9:端型分解ステーション
、10:ローフ・11:枠「 12:位置決めピン、1
3:歯車、14:ネジ、15,20,22:油圧シリン
ダー、16:伸縮杵、17:摺動体、18,21;スト
ッパー、19:脱型ステーション、23:押出盤、24
:レール。
第2図
第3図
図
船
第4図
第5図
第6図
第7図The drawings show an embodiment of the present invention, in which Fig. 1 is a longitudinal sectional view of the formwork, Fig. 2 is a side view of the rhombus section with the same portion cut away, Fig. 3 is a front view of the same, and Fig. 4 is an exploded view of the mold. FIG. 5 is a longitudinal sectional view of the end mold scale device, FIG. 6 is a front view thereof, and FIG. 7 is a plan view of the mold removal device. A: Formwork "B: Concrete pipe, CI, C2: Clamp" 1: Main body type, 2, 2a: maxim, 3, 3a: end type, 4
: Fujimura, 5: Detachable piece, 6: Spring, 7: Bolt, 8: Main conveyor, 8a: Sub-conveyor, 9: End type disassembly station, 10: Loaf, 11: Frame 12: Positioning pin, 1
3: Gear, 14: Screw, 15, 20, 22: Hydraulic cylinder, 16: Telescopic punch, 17: Sliding body, 18, 21; Stopper, 19: Demolding station, 23: Extrusion board, 24
:rail. Figure 2 Figure 3 Figure Ship Figure 4 Figure 5 Figure 6 Figure 7
Claims (1)
嵌脱自在に嵌合された端型と、鍔に回転自在に貫通支持
された数個の軸杆と、該軸杆の外端に固定の係脱片と、
該係脱片を内方へ付勢するバネとから構成し、コンクリ
ート管の充填乾操状態の型枠を主コンベアで型分解ステ
ーシヨンへ送り、こゝで端型を第1クランプで固定し、
係脱片を伸縮杆で係合位置から離脱位置へ切換え、前記
、クランプを後退させて端型を分解して、これを副コン
ベア上に載せ、その後、本体型を主コンベアで脱型ステ
ーシヨンへ送り、こゝで小径側鍔を第2クランプで固定
し、且つ、押出盤を押出して、コンクリート管を脱型さ
せる脱型方法。1 The formwork is made up of a main body, a collar fixed at both ends of the body, an end mold removably fitted to the collar, several shaft rods rotatably supported through the collar, and the shaft. A detachable piece fixed to the outer end of the rod,
and a spring that urges the engaging/disengaging piece inwardly, and the formwork in the filled and dry state of the concrete pipe is sent to the mold disassembly station by the main conveyor, where the end mold is fixed with the first clamp,
Switch the engagement piece from the engagement position to the disengagement position using the telescoping lever, move the clamp back, disassemble the end mold, place it on the sub-conveyor, and then move the main body to the demolding station on the main conveyor. A demolding method in which the small diameter side collar is fixed with a second clamp, and the extrusion plate is extruded to demold the concrete pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12645980A JPS60885B2 (en) | 1980-09-09 | 1980-09-09 | How to demold concrete pipes |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12645980A JPS60885B2 (en) | 1980-09-09 | 1980-09-09 | How to demold concrete pipes |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5749512A JPS5749512A (en) | 1982-03-23 |
| JPS60885B2 true JPS60885B2 (en) | 1985-01-10 |
Family
ID=14935739
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12645980A Expired JPS60885B2 (en) | 1980-09-09 | 1980-09-09 | How to demold concrete pipes |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS60885B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59225908A (en) * | 1983-06-06 | 1984-12-19 | 平岡金属工業株式会社 | Device for fixing end member of cylindrical formwork |
| JPS60145805A (en) * | 1984-01-09 | 1985-08-01 | 株式会社香東工業 | Mold release method of expanded concrete pipe |
-
1980
- 1980-09-09 JP JP12645980A patent/JPS60885B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5749512A (en) | 1982-03-23 |
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