JPH0430281Y2 - - Google Patents
Info
- Publication number
- JPH0430281Y2 JPH0430281Y2 JP20364686U JP20364686U JPH0430281Y2 JP H0430281 Y2 JPH0430281 Y2 JP H0430281Y2 JP 20364686 U JP20364686 U JP 20364686U JP 20364686 U JP20364686 U JP 20364686U JP H0430281 Y2 JPH0430281 Y2 JP H0430281Y2
- Authority
- JP
- Japan
- Prior art keywords
- cap
- water
- terminal
- separator
- hole
- 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
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【考案の詳細な説明】
(産業上の利用分野)
この考案は、コンクリート構築の型枠組立てに
使用するセパレーターの端部に取付けるセパレー
ター用端子具に係るものである。[Detailed description of the invention] (Industrial application field) This invention relates to a separator terminal fitting that is attached to the end of a separator used for assembling formwork for concrete construction.
(従来の技術)
従来のこの種のセパレーター用端子具には、実
公昭45−29412号公報に記載された考案がある。(Prior Art) Conventional terminal fittings for separators of this type include a device described in Japanese Utility Model Publication No. 45-29412.
(考案が解決しようとする問題点)
上記従来のセパレーター用端子具は、セパレー
ターの端部の雄ねじに螺着してコンクリート壁内
に残置する合成樹脂製型枠受片と、その型枠受片
の孔の基端部に嵌合される合成樹脂製閉塞栓とか
ら成るものであるから、
(1) コンクリートの硬化時の収縮等により、年月
が経つとコンクリート壁と型枠受片の間に〓間
ができる。(Problem to be solved by the invention) The conventional separator terminal fittings described above consist of a synthetic resin formwork support piece that is screwed onto the male screw at the end of the separator and left inside the concrete wall, and a formwork support piece for the formwork support piece. (1) Due to shrinkage during concrete hardening, etc., the gap between the concrete wall and the formwork piece may deteriorate over time. There will be a pause.
(2) 型枠受片と閉塞栓は、完全に密着しなくてそ
れらの間にも〓間ができる。(2) The formwork support piece and the plug do not come into perfect contact with each other, and there is a gap between them.
従つて、上記の〓間が水道となり、雨水等の
水が壁表面からコンクリート壁と型枠受片の
間、および型枠受片と閉塞栓の間の〓間を通り
コンクリート壁とセパレーターの間の〓間に浸
透してそのセパレーターを錆びさせる。そのた
めに、
(イ) 構造物の耐久性が低下する。 Therefore, the above space becomes a water supply, and water such as rainwater flows from the wall surface through the space between the concrete wall and the formwork support, and between the formwork support and the stopper, and then flows between the concrete wall and the separator. It penetrates between the separators and causes the separators to rust. As a result, (a) the durability of the structure decreases;
(ロ) 錆を含んだ水が壁表面に流出して壁表面の
美観を損う。 (b) Water containing rust flows onto the wall surface, damaging the aesthetic appearance of the wall surface.
等の点に問題がある。There are problems with these points.
(問題点を解決するための手段)
そこで、この考案は、壁表面からコンクリート
壁内のセパレーター部への雨水等の水の浸透を防
止して上記の問題点を解決するために、一側が大
径の截頭円錐状端子本体1の中心孔には、一側の
底部に型枠締付杆3と連結するねじ4を、内周に
雌ねじ5をそれぞれ設けた有底中心筒2を挿着
し、内周にセパレーター6の端部の雄ねじ7を螺
合させる雌ねじ8を形成したキヤツプ9の開口部
外周に廻り止め10付き鍔11および周溝12を
形成して外周に雄ねじ13を設け、その周溝12
には端子本体1の他側端外径よりも大径の水膨張
性止水板14の中心孔15を嵌着し、上記水膨張
性止水板14付きキヤツプ9の雄ねじ13を有底
中心筒2の雌ねじ5に螺合させてセパレーター用
端子具aを構成する。(Means for solving the problem) Therefore, in this invention, in order to solve the above problem by preventing water such as rainwater from penetrating from the wall surface to the separator part in the concrete wall, one side is large. Insert into the center hole of the truncated conical terminal body 1 is a bottomed central cylinder 2, which has a screw 4 connected to the formwork clamping rod 3 at the bottom of one side and a female thread 5 at the inner circumference. A cap 9 has a female thread 8 on its inner periphery into which the male thread 7 at the end of the separator 6 is screwed.A collar 11 with a rotation stopper 10 and a circumferential groove 12 are formed on the outer periphery of the opening of the cap 9, and a male thread 13 is provided on the outer periphery. Its circumferential groove 12
The center hole 15 of the water-swellable water stop plate 14 having a larger diameter than the outer diameter of the other end of the terminal body 1 is fitted into the terminal body 1, and the male thread 13 of the cap 9 with the water-swellable water stop plate 14 is inserted into the bottomed center hole 15 of the water-swellable water stop plate 14. It is screwed into the female thread 5 of the cylinder 2 to constitute the separator terminal fitting a.
(実施例)
第1図乃至第5図に示すこの考案の一実施例に
ついてその構造を説明すれば、3は型枠締付杆
で、基端面中心にねじ孔16を設けて先端部には
雄ねじ17を形成する。6はセパレーターで、両
端部に雄ねじ7を設ける。(Embodiment) To explain the structure of one embodiment of this invention shown in Figs. 1 to 5, 3 is a formwork clamping rod, a screw hole 16 is provided in the center of the base end, and the tip is A male thread 17 is formed. 6 is a separator, and male screws 7 are provided at both ends.
aはセパレーター6の端子具を示し、1は端子
具aの一側が大径の截頭円錐状端子本体で、合成
樹脂等より成つて一側部内方には凹所18を形成
する。2は金属等より成つて端子本体1の中心孔
に挿着した有底中心筒で、その一側底部の中心に
ねじ孔4を、内周の開口側のほぼ半部に雌ねじ5
をそれぞれ形成し、外周の一側端部に六角形の操
作部19を、他端側に係止鍔20をそれぞれ設け
る。9はセラミツクス等の耐腐蝕性が大きな材料
より成るキヤツプで、その内周の一側底部に雌ね
じ8を形成し、開口部外周には、開口側から底部
側へ順次、底部側が底部側内方へ傾斜21して両
側に廻り止め平面10を形成した鍔11、周溝1
2、円形突条22を形成し、外周の開口側のほぼ
半部に雄ねじ13を設けると共に、上記雌ねじ8
が雄ねじ13よりも底部側に位置するようにな
す。14は水膨張性ゴム等より成つて端子本体1
の他側端、すなわち、小径側端部の外径よりも適
宜に大径の水膨張性止水板で、その両側面の外周
部には突縁23をそれぞれ設け、中間に段部を設
けて大小二段に形成した中心孔15の小径孔部を
周溝12に、大径孔部を突条22にそれぞれ圧接
嵌合させてキヤツプ9に水膨張性止水板14を嵌
着する。而して、第1図に示すように、水膨張性
止水板14付きキヤツプ9の雄ねじ13を有底中
心筒2の雌ねじ5に螺合し、その水膨張性止水板
14およびキヤツプ9の突条22の一側面を有底
中心筒2付き端子本体1の他側面に当接させて端
子具aを構成する。 1 denotes a terminal fitting of the separator 6, and 1 is a truncated conical terminal body with a large diameter on one side, made of synthetic resin or the like, and has a recess 18 formed inside one side. Reference numeral 2 denotes a bottomed center tube made of metal or the like and inserted into the center hole of the terminal body 1, with a screw hole 4 in the center of the bottom on one side and a female screw 5 in approximately half of the opening side of the inner periphery.
A hexagonal operating portion 19 is provided at one end of the outer periphery, and a locking collar 20 is provided at the other end. Reference numeral 9 denotes a cap made of a highly corrosion-resistant material such as ceramics, with a female thread 8 formed at the bottom of one side of its inner periphery, and a female thread 8 formed on the outer periphery of the opening in order from the opening side to the bottom side. A collar 11 that is inclined 21 to form a rotation stopper plane 10 on both sides, and a circumferential groove 1.
2. A circular protrusion 22 is formed, and a male thread 13 is provided in approximately half of the opening side of the outer periphery, and the female thread 8 is provided with a male thread 13.
is located closer to the bottom than the male thread 13. 14 is a terminal body 1 made of water-swellable rubber or the like.
It is a water-swellable water stop plate having an appropriately larger diameter than the outer diameter of the other end, that is, the small diameter end, and has a protrusion 23 on the outer periphery of both sides, and a stepped part in the middle. The water-swellable water stop plate 14 is fitted to the cap 9 by fitting the small diameter hole part of the center hole 15, which is formed in two large and small steps, into the circumferential groove 12 and the large diameter hole part into the protrusion 22, respectively. As shown in FIG. 1, the male thread 13 of the cap 9 with the water-swellable water stop plate 14 is screwed into the female thread 5 of the bottomed central cylinder 2, and the water-swellable water stop plate 14 and the cap 9 are screwed together. One side of the protrusion 22 is brought into contact with the other side of the terminal main body 1 with the bottomed center tube 2 to constitute the terminal fitting a.
24は軸足で、両端部に雄ねじ25,26をそ
れぞれ設ける。27,28は型枠締付杆3の雄ね
じ17部に取付ける押え座金およびナツトであ
る。 Reference numeral 24 denotes a pivot foot, and male screws 25 and 26 are provided at both ends, respectively. Reference numerals 27 and 28 are presser washers and nuts that are attached to the male screw 17 portion of the formwork clamping rod 3.
Aはコンクリート型枠の堰板で、その適当箇所
に通孔29を穿設する。Bは縦ばた材、Cは二本
のパイプより成る横ばた材、Dはコンクリート
壁、30はコンクリート壁Aの端子本体1を取除
いた後の端子跡穴。31は端子跡穴30の栓で、
合成樹脂等より成つて先端面中心に嵌合孔32を
設ける。 A is the weir plate of the concrete formwork, and through holes 29 are bored at appropriate locations. B is a vertical beam, C is a horizontal beam made of two pipes, D is a concrete wall, and 30 is a terminal hole after removing the terminal body 1 from the concrete wall A. 31 is the plug for the terminal hole 30;
It is made of synthetic resin or the like and has a fitting hole 32 in the center of its tip.
次にその作用を説明する。第1図に示すよう
に、セパレーター6の両端雄ねじ7にそれぞれ端
子具aのキヤツプ9の雌ねじ8を螺合し、その両
側の端子具aの中心筒2のねじ孔4にそれぞれ軸
足24の雄ねじ26を螺合する。 Next, its effect will be explained. As shown in FIG. 1, the female screws 8 of the cap 9 of the terminal a are screwed into the male screws 7 at both ends of the separator 6, and the screw holes 4 of the center cylinder 2 of the terminal a on both sides of the shaft legs 24 are respectively screwed. Screw together the male screw 26.
そこで、両側の軸足24をそれぞれ両側の堰板
Aの通孔29に挿通してその軸足24の雄ねじ2
5に締付杆3のねじ孔16を螺合し、堰板Aを端
子具aの端子本体1と締付杆3により挟持して両
側の堰板Aを建込む。その後は、従来と同様に、
堰板Aの外側に縦横のばた材B,Cを組合わせ、
押え座金27を横ばた材Cに当ててナツト28を
ねじ込めば、端子本体1と押え座金27とにより
堰板Aとばた材B,Cを一体に締付け固定して型
枠を構成する。 Therefore, the shaft feet 24 on both sides are inserted into the through holes 29 of the weir plates A on both sides, and the male screws 2 of the shaft feet 24 are inserted.
5 into the screw hole 16 of the clamping rod 3, and the weir plate A is sandwiched between the terminal body 1 of the terminal fitting a and the clamping rod 3, and the weir plates A on both sides are erected. After that, as usual,
Combine the vertical and horizontal batten materials B and C on the outside of the weir plate A,
When the presser washer 27 is applied to the cross member C and the nut 28 is screwed in, the terminal body 1 and the presser washer 27 tighten and fix the weir plate A and the flap members B and C together to form a formwork. .
次いで、堰板Aの内方空間部にコンクリートを
打設して壁Dを構築する。その際、打設コンクリ
ートの堰板Aに掛る側圧による端子具aの外側へ
の引張力により、該端子体aのキヤツプ9の内周
部にはその底部側をセパレーター6側へ引く力が
働き、外周部にはその開口側を締付杆3側へ引く
力が働くから、上記内周部と外周部の引張力が互
いに作用し合つてキヤツプ9には主として剪断力
が生じ、引張力は殆んど生じることがない。 Next, concrete is placed in the inner space of the weir plate A to construct the wall D. At this time, due to the tensile force to the outside of the terminal fitting a due to the lateral pressure applied to the weir plate A of the poured concrete, a force acts on the inner circumference of the cap 9 of the terminal body a to pull its bottom side toward the separator 6 side. Since a force acts on the outer periphery to pull its opening side toward the tightening rod 3, the tensile forces of the inner periphery and outer periphery act on each other, and a shearing force is mainly generated in the cap 9, and the tensile force is It almost never occurs.
その後、壁Aのコンクリートが硬化すれば、ナ
ツト28をねじ戻した後、締付杆3を雄ねじ25
から取外し、ばた材B,Cおよび堰板Aを除去し
て型枠を解体する。次いで、中心筒2の操作部1
9にボツクススパナを係合して該中心筒2をねじ
戻し、キヤツプ9の雄ねじ13から外して中心筒
2付き端子本体1を除去すると、第5図に示すよ
うに、壁Dには端子本体1の端子跡穴30ができ
る。そこで、第5図に示すように、栓31を端子
跡穴30内に押込むと、その栓31の嵌合孔32
の先端部がキヤツプ9の雄ねじ13に圧接嵌着し
て栓31により端子跡穴30を塞ぐ。なお、その
際、上記栓31に代え、従来と同様に、端子跡穴
30内にモルタルを充填しても、そのモルタルが
キヤツプ9の雄ねじ13に喰込み固定して端子跡
穴30がモルタルの埋込みによつて塞がれる。 After that, once the concrete on wall A has hardened, unscrew the nut 28, and then tighten the tightening rod 3 with the male screw 25.
The formwork is disassembled by removing the flaps B and C and the weir plate A. Next, the operation part 1 of the center cylinder 2
When the terminal body 1 with the center tube 2 is removed by engaging the box spanner 9 and unscrewing the center tube 2 from the male screw 13 of the cap 9, the terminal body 1 is attached to the wall D as shown in FIG. 1 terminal trace hole 30 is created. Therefore, as shown in FIG. 5, when the plug 31 is pushed into the terminal trace hole 30, the fitting hole 32 of the plug 31
The tip of the cap 9 is press-fitted onto the male screw 13 of the cap 9, and the plug 31 closes the terminal hole 30. In this case, even if the terminal hole 30 is filled with mortar instead of the plug 31, the mortar bites into the male screw 13 of the cap 9 and is fixed, so that the terminal hole 30 is filled with mortar. occluded by implantation.
第6図および第7図に示すこの考案の他の実施
例は、上記実施例における有底中心筒2と軸足2
4とを一体に構成したものである。すなわち、有
底中心筒21の底面中心に軸足241を突設し、該
軸足241の先端部に雄ねじ25を設けて軸足2
41付き有底中心筒21を構成する。 Another embodiment of this invention shown in FIG. 6 and FIG.
4 is integrated. That is, a shaft foot 24 1 is provided protruding from the center of the bottom surface of the bottomed central cylinder 2 1 , and a male screw 25 is provided at the tip of the shaft foot 24 1 so that the shaft foot 2
A bottomed central cylinder 2 1 with 4 1 is configured.
この構造の端子具a1においても、上記と同様に
作用する。 The terminal fitting a1 having this structure also functions in the same manner as described above.
(考案の効果)
この考案のセパレーター用端子具は、下記のよ
うな顕著な効果を有する。(Effects of the invention) The separator terminal fitting of this invention has the following remarkable effects.
(1) セパレーターの端部がキヤツプによつて完全
に覆われる上に、そのキヤツプに嵌着した水膨
張性止水板の外周部がコンクリート壁内に埋設
されているから、壁表面から端子跡穴の内周と
その栓等との〓間に浸透する雨水等の水は、キ
ヤツプおよび水膨張性止水板により確実に受止
められてセパレーター部に浸透することがな
い。従つて、
(イ) セパレーターの腐蝕が防止され、コンクリ
ート構築物の老朽化を防いで耐久性を増大す
る。(1) The end of the separator is completely covered by the cap, and the outer periphery of the water-expandable water stop plate fitted into the cap is buried in the concrete wall, so there are no traces of terminals on the wall surface. Water such as rainwater that permeates between the inner periphery of the hole and its stopper is reliably caught by the cap and the water-expandable water stop plate, and does not permeate into the separator portion. Therefore, (a) Corrosion of the separator is prevented, preventing deterioration of the concrete structure and increasing durability.
(ロ) 錆を含んだ水が壁表面に流出して壁表面の
美観を損うおそれがない。 (b) There is no risk of water containing rust flowing onto the wall surface and damaging the aesthetic appearance of the wall surface.
(2) 端子跡穴の底部に水膨張性止水板が位置し、
且つその水膨張性止水板の外周部がコンクリー
ト壁内に埋没してこれにより壁表面からセパレ
ーター部への止水作用をなすから、キヤツプの
開口部外周の鍔は薄いものでよく、従つて、
(イ) 資材を節減できる。(2) A water-expandable water stop plate is located at the bottom of the terminal hole,
In addition, the outer periphery of the water-expandable water stop plate is buried in the concrete wall and thereby acts to stop water from the wall surface to the separator section, so the flange around the opening of the cap can be thin. (a) Materials can be saved.
(ロ) コンクリート壁内に埋設される異物を少な
くなし得る。 (b) It is possible to reduce the amount of foreign objects buried in concrete walls.
(3) キヤツプの鍔および水膨張性止水板の外周部
がコンクリート壁内に埋没しているので、その
キヤツプおよび水膨張性止水板の取付けは確実
堅固である。(3) Since the cap's collar and the outer periphery of the water-expandable water-stop plate are buried within the concrete wall, the installation of the cap and the water-expandable water-stop plate is reliable and solid.
(4) キヤツプのコンクリート壁内に埋没する鍔に
廻り止めを形成したから、型枠解体後、端子具
の中心筒付き端子本体を回転させて取外すと
き、キヤツプは確実にコンクリート壁に支持さ
れ回転しなくて中心筒付き端子本体の取外しを
円滑良好に行うことができる。(4) Since a rotation stopper is formed on the flange buried in the concrete wall of the cap, when the terminal body with the center tube of the terminal fitting is rotated and removed after the formwork is dismantled, the cap is securely supported by the concrete wall and rotates. The main body of the terminal with the center tube can be removed smoothly and satisfactorily without having to do so.
(5) 水膨張性止水板の使用により、壁表面からコ
ンクリート壁内に浸透した水が水膨張性止水板
に当れば、その止水板が膨張しコンクリート壁
およびキヤツプに強力に圧接してそれら間の〓
間を確実に塞ぎ、コンクリート壁とキヤツプの
間の〓間における止水作用を助長する。(5) By using a water-expandable waterstop, when water that permeates from the wall surface into the concrete wall hits the water-expandable waterstop, the waterstop expands and presses strongly against the concrete wall and cap. and between them
It securely seals the gap between the concrete wall and the cap, and promotes the water-stopping effect between the concrete wall and the cap.
(6) キヤツプの端子跡穴内への突入部の外周には
雄ねじが設けられているから、その端子跡穴を
塞ぐ栓、モルタル等はキヤツプの雄ねじに喰込
んでその取付けは確実堅固である。(6) Since a male screw is provided on the outer periphery of the part of the cap that protrudes into the terminal hole, the plug, mortar, etc. that plugs the terminal hole will bite into the male screw of the cap, ensuring secure and firm installation.
(7) 構造が簡単で、容易安価に製作できる。(7) It has a simple structure and can be manufactured easily and inexpensively.
第1図はこの考案の一実施例に係るセパレータ
ー用端子具を使用してコンクリート壁の型枠を組
立てた状態の縦断正面図、第2図は同上型枠の堰
板支持部の分解した正面図で、上方半部を切断し
て示す。第3図はその端子具の一側面図、第4図
は他側面図、第5図は上記型枠を取外して端子跡
穴を栓により塞いだ状態の正断面図、第6図はこ
の考案の他の実施例に係るセパレーター用端子具
を使用して型枠の堰板を支持した状態の正断面
図、第7図はその有底中心筒付き端子本体の正面
図で、上方半部を切断して示す。
a……セパレーター用端子具、1……端子本
体、2……有底中心筒、3……型枠締付杆、4…
…ねじ、5……雌ねじ、6……セパレーター、7
……雄ねじ、8……雌ねじ、9……キヤツプ、1
0……廻り止め、11……鍔、12……周溝、1
3……雄ねじ、14……水膨張性止水板、15…
…中心孔。
Fig. 1 is a longitudinal front view of a concrete wall formwork assembled using a separator terminal device according to one embodiment of this invention, Fig. 2 is an exploded front view of the dam support part of the formwork, with the upper half cut away. Fig. 3 is one side view of the terminal device, Fig. 4 is the other side view, Fig. 5 is a front sectional view of the formwork removed and the terminal hole plugged with a plug, Fig. 6 is a front sectional view of the formwork dam supported by a separator terminal device according to another embodiment of this invention, Fig. 7 is a front view of the terminal body with a bottomed center tube, with the upper half cut away. a...separator terminal device, 1...terminal body, 2...bottomed center tube, 3...formwork tightening rod, 4...
...Screw, 5... Female thread, 6... Separator, 7
……Male thread, 8……Female thread, 9……Cap, 1
0: Stopper, 11: Guard, 12: Groove, 1
3: Male screw; 14: Water-swellable waterstop; 15:
...Centre hole.
Claims (1)
は、一側の底部に型枠締付杆と連結するねじを、
内周に雌ねじをそれぞれ設けた有底中心筒を挿着
し、内周にセパレーターの端部の雄ねじを螺合さ
せる雌ねじを形成したキヤツプの開口部外周に廻
り止め付き鍔および周溝を形成して外周に雄ねじ
を設け、そのキヤツプの周溝には上記端子本体の
他側端外径よりも大径の水膨張性止水板の中心孔
を嵌着し、上記水膨張性止水板付きキヤツプの雄
ねじを上記有底中心筒の雌ねじに螺合させてなる
セパレーター用端子具。 In the center hole of the truncated conical terminal body, which has a large diameter on one side, there is a screw connected to the formwork tightening rod at the bottom of one side.
A bottomed center cylinder with a female thread on the inner periphery is inserted, and a non-rotating flange and a circumferential groove are formed on the outer periphery of the opening of the cap, which has a female thread on the inner periphery to which the male thread at the end of the separator is screwed. A male screw is provided on the outer periphery of the cap, and a center hole of a water-swellable waterstop plate having a diameter larger than the outer diameter of the other end of the terminal body is fitted into the circumferential groove of the cap, and the water-swellable waterstop plate is fitted with the water-swellable waterstop plate. A separator terminal fitting in which the male thread of the cap is screwed into the female thread of the bottomed center cylinder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20364686U JPH0430281Y2 (en) | 1986-12-31 | 1986-12-31 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20364686U JPH0430281Y2 (en) | 1986-12-31 | 1986-12-31 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63108941U JPS63108941U (en) | 1988-07-13 |
| JPH0430281Y2 true JPH0430281Y2 (en) | 1992-07-22 |
Family
ID=31169170
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP20364686U Expired JPH0430281Y2 (en) | 1986-12-31 | 1986-12-31 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0430281Y2 (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7275582B2 (en) | 1999-07-29 | 2007-10-02 | Consolidated Engineering Company, Inc. | Methods and apparatus for heat treatment and sand removal for castings |
| CN1526027A (en) | 2001-02-02 | 2004-09-01 | ̹�� | Comprehensive metal processing equipment |
| ATE547194T1 (en) | 2002-07-11 | 2012-03-15 | Cons Eng Co Inc | METHOD FOR REMOVAL OF SAN MOLDS FROM CASTINGS |
| AU2003251972A1 (en) | 2002-07-18 | 2004-02-09 | Consolidated Engineering Company, Inc. | Method and system for processing castings |
| JP2011127329A (en) * | 2009-12-17 | 2011-06-30 | Mikami Doken Kogyo:Kk | Concrete form separator protector and construction method thereof |
-
1986
- 1986-12-31 JP JP20364686U patent/JPH0430281Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS63108941U (en) | 1988-07-13 |
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