JPH0440887Y2 - - Google Patents
Info
- Publication number
- JPH0440887Y2 JPH0440887Y2 JP4410787U JP4410787U JPH0440887Y2 JP H0440887 Y2 JPH0440887 Y2 JP H0440887Y2 JP 4410787 U JP4410787 U JP 4410787U JP 4410787 U JP4410787 U JP 4410787U JP H0440887 Y2 JPH0440887 Y2 JP H0440887Y2
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- receiving
- side wall
- base frame
- 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
Links
- 238000009415 formwork Methods 0.000 claims description 29
- 244000126211 Hericium coralloides Species 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
Landscapes
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Description
【考案の詳細な説明】
A 考案の目的
a 産業上の利用分野
本案はコンクリート管を製造するに使用する型
枠に関するものである。[Detailed description of the invention] A. Purpose of the invention a. Industrial application field This invention relates to formwork used to manufacture concrete pipes.
b 従来の技術とその問題点
従来コンクリート管の型枠7にあつては、基枠
7Aに外型枠7Bと内型枠7Cを植設した構造と
なつている。そして、この場合、上記内型枠7C
の下端を受ける基枠7Aの内方縁7A1は、断面
L状に構成されており、内型枠7Cの下端面全面
を下方より受ける構造になつている為、どうして
も、この内方縁7A1の隅部7A11にコンクリ
ートが付着してしまう。この為内型枠を装着する
場合、この付着したコンクリートを取除く手間が
かかる。加えて、コンクリートが硬化後、脱型す
る場合、内型枠をはずす場合手間がかかる。b. Prior art and its problems The conventional form 7 for concrete pipes has a structure in which an outer form 7B and an inner form 7C are planted in a base frame 7A. In this case, the inner formwork 7C
The inner edge 7A1 of the base frame 7A that receives the lower end of the base frame 7A has an L-shaped cross section, and is structured to receive the entire lower end surface of the inner form frame 7C from below. Concrete adheres to the corner 7A11. For this reason, when installing the inner formwork, it takes time and effort to remove this adhered concrete. In addition, it takes time and effort to demold the concrete after it hardens and to remove the inner formwork.
B 考案の構成
a 問題を解決しようとする手段
本願では、下記の構成のものによつて、上述し
た問題を解決しようとするものである。すなわ
ち、本願のものは
基枠2と外型枠3、内型枠4とからなり、上記
基枠2は、平面円輪状の水平板部2Aの円周には
短筒状の側壁部2Bが連設され、上記側壁部2B
の下端には水平方向をもつてくし歯状に連設した
適数個の突片2Cが連設され、これら側壁部2B
と突片2Cとで内型枠4の下縁を受ける内方受部
2Dが形成され、また、上記水平板部2Aの外周
には外型枠3の下縁を受ける外方受部2Hが形成
され、
上記外型枠3は、円筒状に構成されていると共
に、下端は上記外方受部2Hに上方から着脱でき
る形状に構成され、
上記内型枠4は、上記外方受部2Hに上方から
着脱すると共に、上記外型枠との間にコンクリー
トを打設するための間隔Dを有するよう構成され
ている。B. Structure of the invention a Means for solving the problem The present application attempts to solve the above-mentioned problem with the following structure. That is, the present invention consists of a base frame 2, an outer frame 3, and an inner frame 4, and the base frame 2 has a short cylindrical side wall part 2B on the circumference of a flat circular horizontal plate part 2A. The side wall portion 2B is
At the lower end of the side wall portion 2B, a suitable number of protrusions 2C are arranged in series in a horizontal direction in a comb-tooth shape.
and the protrusion 2C form an inner receiving part 2D for receiving the lower edge of the inner form 4, and an outer receiving part 2H for receiving the lower edge of the outer form 3 is formed on the outer periphery of the horizontal plate part 2A. The outer form frame 3 has a cylindrical shape, and its lower end has a shape that can be attached to and detached from the outer receiving part 2H from above, and the inner form frame 4 has a cylindrical shape. It is configured to be attached and detached from above from above, and to have a distance D between it and the outer formwork for pouring concrete.
b 考案の実施例
1はコンクリート管用型枠で、基枠2と外型枠
3、内型枠4とからなる。b Example of the invention 1 is a formwork for a concrete pipe, which consists of a base frame 2, an outer formwork 3, and an inner formwork 4.
そこで、上記基枠2は、平面円輪状の水平板部
2Aの円周には短筒状の側壁部2Bが連設され、
上記側壁部2Bの下端には水平方向をもつてくし
歯状に連設した適数個の突片2Cが連設され、こ
れら側壁部2Bと突片2Cとで内型枠4の下縁を
受ける内方受部2Dが形成されている。また、上
記水平板部2Aの外周には円錐台状の筒体に構成
された傾斜壁2Eが連設され、この傾斜壁2Eの
下縁外周には水平板部2Fが連設され、この水平
板部2Fの上面外周には突条2Gが突設されてい
る。これら傾斜壁2E、水平板部2F、突条2G
によつて外型枠3下縁を受ける外方受部2Hが形
成されている。 Therefore, in the base frame 2, a short cylindrical side wall portion 2B is continuously provided on the circumference of the flat circular horizontal plate portion 2A,
At the lower end of the side wall portion 2B, an appropriate number of protrusions 2C are arranged in a row in a horizontal direction in a comb-tooth shape. An inner receiving part 2D is formed to receive the inner receiving part 2D. Further, on the outer periphery of the horizontal plate portion 2A, an inclined wall 2E configured as a cylindrical body in the shape of a truncated cone is continuously provided, and on the outer periphery of the lower edge of this inclined wall 2E, a horizontal plate portion 2F is provided continuously. A protrusion 2G is provided on the outer periphery of the upper surface of the plate portion 2F. These inclined walls 2E, horizontal plate portions 2F, and protrusions 2G
An outer receiving portion 2H is formed to receive the lower edge of the outer formwork 3.
一方、上記外型枠3は、円筒状に構成されてい
ると共に、下端は上記外方受部2Hに上方から着
脱できる形状に構成されている。 On the other hand, the outer frame 3 has a cylindrical shape, and its lower end is configured to be able to be attached to and detached from the outer receiving portion 2H from above.
また、上記内型枠4は、上記外方受部2Hに上
方から着脱すると共に、当然のことながら、上記
外型枠との間に所定の間隔Dを有するよう構成さ
れている。この間隔Dにコンクリートが打設さ
れ、コンクリート管8が製造されることになる。 Further, the inner formwork 4 is attached to and removed from the outer receiving part 2H from above, and is naturally configured to have a predetermined distance D between it and the outer formwork. Concrete is placed in this interval D, and the concrete pipe 8 is manufactured.
この場合、円型枠4の取り出しを容易とするた
め、例えば、下記の如き構成になつている。 In this case, in order to facilitate the removal of the circular frame 4, the following configuration is adopted, for example.
そこでこの内型枠4は、縦パイプ状の内型枠体
4Aの側壁4Bに1本の縦切込み4Cを刻設し、
上記縦切込み4Cで形成した対向縁4D,4Eに
は当該内型枠体4Aの内方に向け左右の断面三角
柱状の受縁4F,4Gを添着せしめ、上記内型枠
体4A内には回動自在の縦軸5を植設し、上記縦
軸5には偏心円板5Aを介して上記縦切込み4C
方向へ進退する腕5Bを連設し、上記腕5Bの先
端には上記受縁4F,4Gを内型枠体4Aの周方
向へ開閉せしめる押圧部5Cが連設せしめられて
いる。そこで、この腕5Bと上記押圧部5Cとの
連結状態は、この腕の先端に回動自在に連結した
袋ナツト5Dに螺合せしめたボルト5Eを上記押
圧部側に突設せしめたブラケツト5FにピンPを
利用して連結している。 Therefore, in this inner formwork 4, one vertical cut 4C is carved in the side wall 4B of the vertical pipe-shaped inner formwork body 4A,
Receiving edges 4F and 4G having a triangular prism-like cross section on the left and right are attached to the opposing edges 4D and 4E formed by the vertical cuts 4C, facing inward of the inner form frame 4A, and there are no rotations in the inner form frame 4A. A movable vertical shaft 5 is installed, and the vertical notch 4C is inserted into the vertical shaft 5 through an eccentric disk 5A.
An arm 5B that moves forward and backward in the direction is successively provided, and a pressing portion 5C that opens and closes the receiving edges 4F and 4G in the circumferential direction of the inner frame body 4A is provided in a row at the tip of the arm 5B. Therefore, the state of connection between this arm 5B and the above-mentioned pressing part 5C is determined by a bracket 5F having a bolt 5E screwed into a cap nut 5D rotatably connected to the tip of this arm and protruding from the above-mentioned pressing part side. They are connected using pins P.
5Gは上記押圧部5Cに当該押圧部5Cの長手
方向における中心位置をもつて内方に向け突設さ
れた小突起で、5Hは上記小突起の内方面に当接
するバンドで、このバンドの両端5H1は押圧部
5Cにおける上記受縁4F,4Gの近傍位置に植
設した軸5Iに回動自在に連結されている。 5G is a small protrusion that projects inward from the pressing part 5C with the center position in the longitudinal direction of the pressing part 5C, and 5H is a band that comes into contact with the inner surface of the small projection, and both ends of this band 5H1 is rotatably connected to a shaft 5I installed in the vicinity of the receiving edges 4F and 4G in the pressing portion 5C.
6は上記内型枠体4Aに突設した取付金具で、
この金具によつて上記縦軸5が回転自在に支持さ
れている。6Aは補強縁である。この内型枠は、
上述の如く構成されているから、縦軸5を回動せ
しめ、押圧部を受縁の内側に押し当てると、内型
枠体4Aは所定の状態で保持される。この後、外
型枠3と内型枠体4A間にコンクリートなどの素
材を充填し養生する。脱型を所望する時は、上記
縦軸を逆方向に回動せしめると、上記押圧部は、
偏心円板、腕などにより内型枠体4Aの内方へ引
き寄せられる。 6 is a mounting bracket protruding from the inner form frame body 4A;
The vertical shaft 5 is rotatably supported by this metal fitting. 6A is a reinforced edge. This inner formwork is
Since it is configured as described above, when the vertical shaft 5 is rotated and the pressing portion is pressed against the inside of the receiving edge, the inner mold frame body 4A is held in a predetermined state. Thereafter, a material such as concrete is filled between the outer formwork 3 and the inner formwork body 4A and cured. When demolding is desired, the vertical shaft is rotated in the opposite direction, and the pressing part is
It is drawn inward of the inner form body 4A by eccentric discs, arms, etc.
この結果、受縁4F,4Gへの押圧力がなくな
るから、対向縁4D,4Eが少しく内方へ引き寄
せられることになり、製品であるコンクリート管
8の内側と内型枠体4Aの外側とが剥離すること
になる。この結果、脱型を容易かつ確実に行なう
ことが出来る。 As a result, the pressing force on the receiving edges 4F, 4G disappears, so the opposing edges 4D, 4E are slightly drawn inward, and the inside of the concrete pipe 8, which is the product, and the outside of the inner form body 4A are separated. It will peel off. As a result, demolding can be performed easily and reliably.
この押圧部の移動に伴ない小突起5Gも移動
し、バンド5Hも押圧部の内方に引かれるから、
当該押圧部が上下方向において満遍なく内方に移
動するから上述した剥離作用はより確実なものに
できる。 As the pressing part moves, the small protrusion 5G also moves, and the band 5H is also pulled inward of the pressing part.
Since the pressing portion moves inward evenly in the vertical direction, the above-mentioned peeling action can be made more reliable.
c 作用 効果と共に説明する。c. Effect Explain along with the effects.
C 考案の効果
製品であるコンクリート管8を製造後、基枠2
と外型枠3、内型枠4をばらばらにして、これら
を清掃して再度組立てコンクリート管用型枠とし
て使用することになる。この場合、上記基枠2の
内方受部2Dにくし歯状に連設した適数個の突片
2Cが連設されているから、冒頭にて述べたコン
クリートの付着現象が起こりずらく、また、起き
てもその除去作業が極めて容易である。C Effect of the idea After manufacturing the concrete pipe 8, which is the product, the base frame 2
Then, the outer formwork 3 and the inner formwork 4 are taken apart, cleaned, and reassembled to be used as formwork for concrete pipes. In this case, since an appropriate number of protrusions 2C arranged in a comb-teeth pattern are arranged in series on the inner receiving part 2D of the base frame 2, the concrete adhesion phenomenon mentioned at the beginning is unlikely to occur. Moreover, even if it occurs, it is extremely easy to remove it.
第1図は従来のものの平面図、第2図はA−A
線断面図、第3図は本案のものの平面図、第4図
はB−B線断面図、第5図は他の実施例の平面
図、第6図は同上の拡大縦断面図である。
1……コンクリート管用型枠、2……基枠、3
……外型枠、4……内型枠。
Figure 1 is a plan view of the conventional model, Figure 2 is A-A
3 is a plan view of the present invention, FIG. 4 is a sectional view taken along line B--B, FIG. 5 is a plan view of another embodiment, and FIG. 6 is an enlarged longitudinal sectional view of the same. 1... Concrete pipe formwork, 2... Base frame, 3
...Outer formwork, 4...Inner formwork.
Claims (1)
4とからなることを特徴とするコンクリート管用
型枠。 イ 上記基枠2は、平面円輪状の水平板部2Aの
円周には短筒状の側壁部2Bが連設され、上記
側壁部2Bの下端には水平方向をもつてくし歯
状に連設した適数個の突片2Cが連設され、こ
れら側壁部2Bと突片2Cとで内型枠4の下縁
を受ける内方受部2Dが形成され、また、上記
水平板部2Aの外周には外型枠3の下縁を受け
る外方受部2Hが形成されていること。 ロ 上記外型枠3は、円筒状に構成されていると
共に、下端は上記外方受部2Hに上方から着脱
できる形状に構成されていること。 ハ 上記内型枠4は、上記外方受部2Hに上方か
ら着脱すると共に、上記外型枠との間にコンク
リートを打設するための間隔Dを有するよう構
成されていること。[Claims for Utility Model Registration] A formwork for a concrete pipe characterized by comprising a base frame 2, an outer formwork 3, and an inner formwork 4 having the following requirements. A. The base frame 2 has a short cylindrical side wall portion 2B connected to the circumference of the flat circular horizontal plate portion 2A, and the lower end of the side wall portion 2B is connected in a comb-like shape in the horizontal direction. An appropriate number of protrusions 2C are arranged in series, and these side wall portions 2B and the protrusions 2C form an inner receiving portion 2D that receives the lower edge of the inner form 4, and the horizontal plate portion 2A. An outer receiving portion 2H for receiving the lower edge of the outer formwork 3 is formed on the outer periphery. (b) The outer formwork 3 is configured to have a cylindrical shape, and the lower end is configured to be able to be attached to and detached from the outer receiving portion 2H from above. (c) The inner formwork 4 is configured to be attached to and removed from the outer receiving part 2H from above, and to have a distance D between it and the outer formwork for pouring concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4410787U JPH0440887Y2 (en) | 1987-03-24 | 1987-03-24 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4410787U JPH0440887Y2 (en) | 1987-03-24 | 1987-03-24 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63149707U JPS63149707U (en) | 1988-10-03 |
| JPH0440887Y2 true JPH0440887Y2 (en) | 1992-09-25 |
Family
ID=30861600
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4410787U Expired JPH0440887Y2 (en) | 1987-03-24 | 1987-03-24 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0440887Y2 (en) |
-
1987
- 1987-03-24 JP JP4410787U patent/JPH0440887Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS63149707U (en) | 1988-10-03 |
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