JPS6183003A - Hollow concrete product molding formwork - Google Patents

Hollow concrete product molding formwork

Info

Publication number
JPS6183003A
JPS6183003A JP20299484A JP20299484A JPS6183003A JP S6183003 A JPS6183003 A JP S6183003A JP 20299484 A JP20299484 A JP 20299484A JP 20299484 A JP20299484 A JP 20299484A JP S6183003 A JPS6183003 A JP S6183003A
Authority
JP
Japan
Prior art keywords
formwork
wall
link
hollow concrete
removable wall
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.)
Pending
Application number
JP20299484A
Other languages
Japanese (ja)
Inventor
曽根崎 洋
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Chiyoda Technical and Industrial Co Ltd
Original Assignee
Chiyoda Technical and Industrial Co Ltd
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 by Chiyoda Technical and Industrial Co Ltd filed Critical Chiyoda Technical and Industrial Co Ltd
Priority to JP20299484A priority Critical patent/JPS6183003A/en
Publication of JPS6183003A publication Critical patent/JPS6183003A/en
Pending legal-status Critical Current

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  • Moulds, Cores, Or Mandrels (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 く加業上の利用分野〉 この発明は外型枠のように外へ開けない内型枠を内側へ
開く事によりコンクリートとの密着面を離して製品から
容易に内型枠を脱型することかでさるコンクリート製品
成形用内型枠に関する。
[Detailed Description of the Invention] Industrial Application Fields> This invention opens the inner formwork, which cannot be opened outward like the outer formwork, inward, thereby separating the contact surface from the concrete and making it easier to remove the inner formwork from the product. This invention relates to an inner formwork for forming concrete products that can be removed by removing the formwork.

〈従来技術〉 外截枠内に空間用内型枠を納めてコンクリート製品上製
造する際には分vfT部を有する内型枠を内側に絞って
コンクリート周壁より内型枠を離して脱型するために内
型枠の一部にブラケットなどを介して螺子杆にリンク?
枢着して螺子杆の操作により内型枠を近接、離反して組
立脱型?行なっていた。
<Prior art> When manufacturing a concrete product by placing an inner formwork for a space inside an outer cut frame, the inner formwork having the VfT section is squeezed inward to separate the inner formwork from the concrete peripheral wall and then removed from the mold. In order to link to a screw rod through a bracket etc. to a part of the inner formwork?
Is it possible to assemble and remove the inner formwork by pivoting it and operating the screw rods to bring the inner form close together and away? I was doing it.

〈発明が解決しようとする問題点〉 この発明は螺子杆操作によるリンク機構の脱型・組立作
業KGする時間を短縮し且又強力な振動によるリンクの
緩るみによる打設コンクリートの流出を防止することを
目的とする。
<Problems to be Solved by the Invention> This invention shortens the time required for demolding and assembling the link mechanism by operating the screw rod, and also prevents poured concrete from flowing out due to loosening of the link due to strong vibrations. The purpose is to

く問題を解決するための手段〉 上記の目的を達成するこの発明は内型枠の分断部に内側
から押込む町11Efl壁にリンクの一端を軸着し他端
ケ内型枠の空間部に垂設さnた柱部材に41]層固定し
、互のリンク連結保合軸を操作することにより一確動で
閉位置から開位置え移動したり、又逆操作により接近離
反せしめることを容易にし脱型9組立作業工程を大巾に
短縮することを可能にし、又リンフケ互の作用線を越え
てロックするので振動時の緩るみも防止さルる。
Means for Solving the Problem> This invention, which achieves the above object, has one end of the link pivoted to the wall that is pushed into the divided part of the inner formwork from the inside, and the other end inserted into the space of the inner formwork. By fixing the 41 layers to vertically installed column members and operating the mutual link connection and retention shafts, it is easy to move from the closed position to the open position with a single movement, and to move them toward and away from each other by reverse operation. This makes it possible to greatly shorten the assembly work process, and since the lintels lock together beyond their line of action, loosening during vibration is also prevented.

く作用〉 この発明は中空コンクリート製品を打設し硬化養生後の
夷品r脱型するに際して、外型枠のように内側へ開けな
い型枠を内側へ絞ってコンクリートとの密着面を離すた
りに同型枠の内側空間部に内型枠分断giI5VC挿入
する可脱壁を接近。
Effects> This invention is a method of casting a hollow concrete product and removing it from the mold after hardening and curing, by squeezing the formwork, which cannot be opened inward like the outer formwork, inward to separate the surface that is in contact with the concrete. Then, approach the removable wall that inserts the inner formwork division giI5VC into the inner space of the same formwork.

離脱させるリンク機構の一端を軸着させる柱部材全垂設
させ、他端リンク金可脱壁1/c@Hさせてリンク連結
・@紫上下移動させることにより内型枠から可脱壁を移
動させてコンクリート製品面より離反させるのでbる。
One end of the link mechanism to be detached is attached entirely vertically to the column member, and the other end link metal removable wall 1/c@H is connected to the link.@Purple Move the removable wall from the inner formwork by moving it up and down. This will cause it to move away from the concrete product surface.

絖いて内型枠を蝶′41ヲ介して内型枠を絞ってから外
型枠を一定の角度に開放させると打設した中空コンクリ
ート製品は型枠から容易に脱型できるのでろる。
By squeezing the inner form through the butterfly 41 and then opening the outer form at a certain angle, the cast hollow concrete product can be easily removed from the form.

又柱部材にはリンクのストロークを調整可能なリンク調
整板とそのvI4整ボルトが取付σられているので摩耗
を調整すると確実にロックされるので、可動壁は内型枠
に完全に密着し振動によるコンクリートの流出も阻止さ
れる。
In addition, the column member is equipped with a link adjustment plate that can adjust the stroke of the link and its vI4 adjustment bolt, so once the wear is adjusted, it will be securely locked, so the movable wall will be in complete contact with the inner formwork, preventing vibrations. It also prevents concrete from flowing out.

こルにより型枠の組立・脱型作業は同型枠の狭い場所で
の螺子杆による手蜘し作業が全廃され中空コンクリート
製品の組立・説型作業金大巾に合理化することができる
As a result, the work of assembling and demolding the formwork can completely eliminate the manual work using screws in the narrow space of the formwork, and the work of assembling and demolishing hollow concrete products can be streamlined.

く実″IM例〉 第1図はこの発明の一実施例を示す縦#r面図で、第2
図はその平面図、第3図、第4図は同型碌の可脱壁の差
動状態金示す断面図と平面図で、第6図は製品の斜視図
でりる。
IM Example> Fig. 1 is a vertical #r view showing one embodiment of the present invention;
The figure is a plan view, FIGS. 3 and 4 are a sectional view and a plan view showing the differential state of the removable wall of the same type, and FIG. 6 is a perspective view of the product.

■は型枠基台で基台の中央附近にはリンク16を軸着さ
せる柱部材5が垂設されている。外型枠2ri蝶!7に
よって部分さnlそれぞれの外型枠にri締付用リンク
取付軸12が取付けられている。
(2) is a formwork base, and near the center of the base, a column member 5 to which a link 16 is pivoted is vertically installed. Outer formwork 2ri butterfly! A link attachment shaft 12 for tightening ri is attached to the outer formwork of each part nl by 7.

内型枠3はtlぽ中央VC蝶番が取付けられており、そ
の対向部の筒形周壁の一部が全長にわたり分断されてい
る内型枠とその欠げた部分に円1jjl+から押込んで
はめる可脱壁4に区分される0可脱型にはリンクの一方
が軸着され他方のリンクは垂設された柱部材5に取付け
られているリンク調整板17 VC@7fさ1ている。
The inner formwork 3 has a tl-port center VC hinge attached to it, and is removable by pushing it into the inner formwork where a part of the cylindrical peripheral wall of the opposite part is divided over the entire length and the missing part from the circle 1jjl+. One of the links is pivoted to the removable type partitioned into the wall 4, and the other link is attached to a link adjusting plate 17 VC@7f attached to a vertical column member 5.

七のためリンクの差動ストロークは柱部材5に取付けら
れている調整ホ!レトで自由に調整することがでさる0 このように組立てらlした平行リック金組立治具Aでリ
ンク連結軸頭部15紫上方又は下方に移動させると同型
枠の可脱壁4がコンクリート製品の内面より容易に離脱
、接近することが可能となる。
The differential stroke of the link for 7 is adjusted by the adjustment ho! attached to the column member 5! The removable wall 4 of the same formwork can be adjusted freely by moving the link connecting shaft head 15 upward or downward using the parallel rick metal assembly jig A assembled in this way. It becomes possible to easily leave and approach from the inner surface of the body.

製品を脱型する場合は可脱壁を内型枠がら離脱ざぜてか
ら内型枠全蝶番8を介して内側に絞って外型枠2を外側
に開放させると打設したコンクリート製品が容易に現枠
より脱型することかでさる。
When demolding a product, the removable wall is separated from the inner formwork, and then squeezed inward through all the hinges 8 of the inner formwork to open the outer formwork 2 to the outside, making it easier to remove the poured concrete product. It depends on breaking away from the current framework.

次IC−面により組立、脱型状態の詳細を説明する。製
品【脱型後型枠を清掃して剥離剤塗布後に二5+された
外型枠2t−底板6の外狽りに添って合せてから締付金
具ハンドル11を燭して外型枠を基台■に外型枠を固足
する。
Next, details of the assembly and demolding state will be explained based on the IC plane. Product [After demolding, clean the formwork and apply a release agent, align the outer formwork 2t with the outer edge of the bottom plate 6, and then tighten the clamp handle 11 to attach the outer formwork to the base. Secure the outer formwork to the stand ■.

続いて開放されている内型枠3を蝶番8を介して底板の
内側に祭って同型枠を密着させて所費の位置に待機さす
Subsequently, the open inner formwork 3 is placed inside the bottom plate via the hinge 8, and the formwork is brought into close contact with the inner formwork 3 to stand by at the required position.

久に平行リンク16の連結軸14の頭部15の上側に組
立治具Ai第1図のように載せてリンク他端を軸着固定
している柱部材5の下側に組立冶具を挿入さぞて山形状
になっている平行リンクを差動さぜると可pM壁4が門
型枠3周壁の欠けたい分に内側〃)ら押込まn1外型、
枠ストッパー19に内型枠ストッパー20が合致して内
型枠周壁は内型枠3と可脱壁4が一体となり第2図の所
要形状が形成される。
Place the assembly jig Ai above the head 15 of the connecting shaft 14 of the parallel link 16 as shown in Fig. 1, and insert the assembly jig under the column member 5 that fixes the other end of the link by pivoting. When the parallel links in the shape of a mountain are moved differentially, the pM wall 4 is pushed inward from the part of the peripheral wall of the gate frame 3 where it is desired to be chipped.
The inner form stopper 20 matches the frame stopper 19, and the inner form frame 3 and removable wall 4 are integrated into the inner form peripheral wall to form the required shape shown in FIG. 2.

その際内型枠と可脱壁とが接合する接嵐面にはコンクリ
ートが漏れないようにゴムシール21が張付けらルてい
るので型枠が振動で揺られても流動性のめるモルタルも
完全に漏出防止される0 又平行リンクは可脱壁の@漸点と他方の柱部材の軸着点
の水平作用i−を越えてクランプ状態にロックされるの
で摂動時の強い@撃でも型枠の緩みがなくg固に嵌合さ
れている。
At that time, a rubber seal 21 is attached to the storm contact surface where the inner formwork and the removable wall join to prevent concrete from leaking, so even if the formwork is shaken by vibration, the mortar that holds the fluidity will not leak out completely. Also, since the parallel links are locked in a clamped state beyond the horizontal action i- of the removable wall's @gradation point and the pivot point of the other column member, even a strong @strike during perturbation will prevent the formwork from loosening. It is tightly fitted without any cracks.

又接合部が摩耗した場合でも、リンクストロークは接触
部の筆耗に応じてリンク調蟹板17rボルト18で自由
に調整することができる。
Furthermore, even if the joint is worn out, the link stroke can be freely adjusted using the link adjustment crab plate 17r bolt 18 depending on the wear of the contact part.

型組完了後は上方より補強妖筋金押入して振動テーブル
(図示せず)に移動して上方からコンクリートを投入し
、振動充填後製品上面金仕上りンク22で仕上げた俊誉
生室へ移動する0養生硬化後の製品全貌型するには先ず
始めに組立治具Aのパイプ部A“r外型枠締付ノ・ント
Iしに嵌合して締付金具を開放させてから蝶番金倉して
外型枠2を両側に開く、次に組立時の要領で平行リンク
がロックされた拘束状態から開放するたりに組立治具A
のフラット部A/ を柱部材5の下側に挿入して差動さ
ぜると可脱壁4がコンクリートと否矯°している内型枠
周壁より内側1に離反して$3図のようVC連結軸14
が上側に移動する0 続いて内型枠3金製品内面に否看した状態より脱型ざぜ
るために第4図のように内91+1にをぜると蝶番に部
分されている内型枠が内側)にづ、寄せられる。
After the mold is completed, the reinforcing steel metal is inserted from above, moved to a vibration table (not shown), concrete is poured from above, and after vibration filling, the product is moved to the honor room where the upper surface of the product is finished with gold finish ink 22. To mold the entire product after curing and curing, first fit the pipe part A of the assembly jig A to the outer formwork tightening knob I, release the clamping metal fittings, and then attach the hinge metal fittings. Open the outer formwork 2 on both sides, then use the assembly jig A to release the parallel links from the locked state in the same manner as during assembly.
When the flat part A/ of is inserted under the column member 5 and rotated differentially, the removable wall 4 separates to the inside 1 from the inner formwork peripheral wall that is not in contact with the concrete, and the shape shown in Figure 3 is created. VC connection shaft 14
0. Next, in order to remove the mold from the inside of the inner formwork 3 metal product, as shown in Figure 4, the inner formwork 91+1 is moved upward, and the inner formwork that is part of the hinge is removed. (inside), sent by.

このようにして型枠が分解さnてから製品をホイストな
どで上方へ引上げると型枠より製品が容易に脱型でさる
0製品が脱型された型枠は清掃後剥離剤が塗布されて再
度型組が行なわrコンクリート打設場へ移動する。
After the formwork has been disassembled in this way, the product can be easily removed from the formwork by pulling it upward with a hoist or the like. After cleaning the formwork from which the product has been removed, a release agent is applied. Then, the mold is reassembled and moved to the concrete placement site.

以上この型枠を使用した円型中生コンクリート製品を製
造する一実施例?説明したが、第5図に示すように分断
都の両側にブラケット24を介して連結レバー23の一
端金係合し他端を可脱壁と軸着しているリンク16と相
互係合させて連結軸15t−差動させる事により両側分
断部も同調して内側に移動して脱型を容易にすることも
可能でろる0このようにこの型枠は中空部を有する円型
1にはじめ容性形状に容易に1史用でさ中空コンクリー
ト製品の型枠組立・分解工程時間を大巾に短縮可能にし
たのでらる0〈発明の効果〉 従来の中空部r肩すゐ製品の同型枠や中子を有する型枠
紫脱型する際には外型枠のように外え開&jないので螺
子杆などを用いて内側へ憚ってコンクリート密着面より
離して内型枠を脱型し、ぞnから外型枠ケ開いて外型枠
から製品を脱型していた。
Is this an example of manufacturing a circular ready-mixed concrete product using this formwork? As explained above, as shown in FIG. 5, one end of the connecting lever 23 is engaged with the metal via the bracket 24 on both sides of the divided capital, and the other end is mutually engaged with the link 16 which is pivotally connected to the removable wall. By differentially moving the connecting shaft 15t, it is also possible to move the dividing parts on both sides inward in synchrony to make demolding easier. In this way, this formwork can be used to form a circular shape 1 having a hollow part. It is possible to greatly shorten the time required for assembling and disassembling the formwork for hollow concrete products in a single process.<Effect of the invention> The same formwork for conventional hollow part r-shoulder products. When demolding a formwork with a core or core, it cannot be removed and opened like the outer formwork, so use screws, etc. to twist it inward and remove it from the concrete adhesion surface to remove the inner formwork. , the outer form was opened and the product was removed from the outer form.

しかし狭い内型枠の空間部で端子杆駆動による内型枠倉
搾る脱型作業は非能率なものとじて内型枠や中子のろる
型枠脱型作業の坏ツタとなっていた。本発明の型枠は螺
子杆を蜘すなど時間のかかる操作を行なわないで一挙動
で開位置から回位fIt、或はその逆に動か丁ようにし
て同型枠の可脱壁を内型枠の周壁に離反、接近する工う
にしたのでらる。
However, demolding work by squeezing the inner formwork by driving the terminal rod in the narrow space of the inner formwork is considered inefficient, and has become a practice of demolding work in which the inner formwork and core roll. The formwork of the present invention does not require time-consuming operations such as screwing screws, and can be moved from the open position to the inner formwork by moving it from the open position to the inner formwork. The enemy attempted to break away from the surrounding wall and approach it.

これにより型枠の組立・脱型作業時間に要する時間を大
巾に短縮し、又振動時の螺子杆の緩るみによるコンクリ
ート流出も防止し1人当りの生産毛数を増大することを
可能ならしめたのでbる。
This will greatly reduce the time required for formwork assembly and demolding, and will also prevent concrete from flowing out due to loosening of the screws during vibration, increasing the number of hairs produced per person. I closed it, so I went to b.

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

第1図はこの発明の一実施例を示す縦断面図、第2図は
その平面図、第3図、第4図は可脱壁の差動状態を示す
断面図と平面図、第5図は他の実施t11の平面図で、
第6図は製品の斜視図でろるO A・・・・・・組立治具、4・・・・・・可脱壁、9・
・・・・・底板固定ボルト、10・・・・・・外型枠ツ
バ、13・・・・・・締付用リンク調整ボルト、15・
・・・・・連結軸頭部、l7・・・・・・リンク調整板
、22・・・・・・可脱壁!l!14IN部、23・・
・・・・連結レバー。 特許出願人  千代田技研工業株式会社¥11図 才2図 #3)記 71′; #4)田 才!1′1z 六ら日
Fig. 1 is a longitudinal sectional view showing an embodiment of the present invention, Fig. 2 is a plan view thereof, Figs. 3 and 4 are a sectional view and a plan view showing the differential state of the removable wall, and Fig. 5. is a plan view of another implementation t11,
Figure 6 is a perspective view of the product.
...Bottom plate fixing bolt, 10...Outer formwork collar, 13...Tightening link adjustment bolt, 15.
...Connection shaft head, l7...Link adjustment plate, 22...Removable wall! l! 14IN Department, 23...
...Connection lever. Patent applicant Chiyoda Giken Kogyo Co., Ltd. ¥11 Figure 2 Figure #3) Note 71';#4) Tagai! 1'1z six days

Claims (2)

【特許請求の範囲】[Claims] (1)内型2の筒形周壁の一部が全長にわたり分断され
、その欠けた周壁部分に内方から可脱壁4を押込んで内
型枠壁面を一体に連結してなる内型枠と製品外側を形成
する外型枠とからなる中空コンクリート製品成形型枠に
おいて、可脱壁を接近離反せしめるために可脱壁の周壁
内面にリンクの一端を軸着し、他端リンクは内型枠内側
空間部に装備した柱部材5に軸着固定し互のリンク16
を連結した連結軸15を差動することにより可脱壁を内
型枠周壁内面え連結、分離することを特長とする中空コ
ンクリート製品成形用型枠。
(1) A part of the cylindrical peripheral wall of the inner mold 2 is divided over its entire length, and the removable wall 4 is pushed into the chipped peripheral wall portion from inside to connect the inner mold frame wall surfaces together. In a hollow concrete product forming form consisting of an outer formwork that forms the outside of the product, one end of the link is pivoted to the inner surface of the peripheral wall of the removable wall in order to allow the removable wall to approach and separate, and the other end of the link is connected to the inner formwork. The mutual links 16 are pivoted and fixed to the pillar members 5 installed in the inner space.
This formwork for forming hollow concrete products is characterized in that the removable wall is connected to and separated from the inner surface of the peripheral wall of the inner formwork by differentially moving a connecting shaft 15 that connects the two.
(2)前項記載の成形用型枠において、可脱壁の軸着部
22は内型枠分断部の両側周壁内面に連結レバー23の
一端が係合された他端を相互係合してなることを特長と
する特許請求範囲第一項記載の中空コンクリート製品成
形用型枠。
(2) In the molding form described in the previous section, the pivoting part 22 of the removable wall is formed by mutually engaging one end of the connecting lever 23 and the other end thereof with the inner surface of both side peripheral walls of the inner formwork dividing part. A formwork for forming a hollow concrete product according to claim 1, which is characterized by:
JP20299484A 1984-09-29 1984-09-29 Hollow concrete product molding formwork Pending JPS6183003A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20299484A JPS6183003A (en) 1984-09-29 1984-09-29 Hollow concrete product molding formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20299484A JPS6183003A (en) 1984-09-29 1984-09-29 Hollow concrete product molding formwork

Publications (1)

Publication Number Publication Date
JPS6183003A true JPS6183003A (en) 1986-04-26

Family

ID=16466571

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20299484A Pending JPS6183003A (en) 1984-09-29 1984-09-29 Hollow concrete product molding formwork

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