JPH0420577Y2 - - Google Patents
Info
- Publication number
- JPH0420577Y2 JPH0420577Y2 JP4799289U JP4799289U JPH0420577Y2 JP H0420577 Y2 JPH0420577 Y2 JP H0420577Y2 JP 4799289 U JP4799289 U JP 4799289U JP 4799289 U JP4799289 U JP 4799289U JP H0420577 Y2 JPH0420577 Y2 JP H0420577Y2
- Authority
- JP
- Japan
- Prior art keywords
- inner frame
- plate
- joint
- closing plate
- clamp
- 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 description 12
- 230000000903 blocking effect Effects 0.000 description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000013459 approach Methods 0.000 description 2
- 238000007667 floating Methods 0.000 description 2
- 230000008602 contraction Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 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、コンクリート製品を製造する型枠に
関し、特にその内枠に関するものである。[Detailed Description of the Invention] (Field of Industrial Application) The present invention relates to formwork for manufacturing concrete products, and particularly relates to the inner frame thereof.
(従来の技術と問題点)
コンクリート型枠は、外枠と内枠と妻板を主要
部品とするものであるが、例えばボツクス型暗渠
などの角筒型コンクリート製品または円筒状のコ
ンクリート製品を製造する型枠の場合内枠が独立
しており、生コンクリートは内枠全体を覆つて硬
化するため、これを脱型するためには、内枠の一
部または側板を内傾させねばならず、その手段と
してボルトやパンタグラフ型のジヤツキを内装さ
せ内枠を内傾することにより行なつていた。(Conventional technology and problems) Concrete formwork has an outer frame, an inner frame, and a gable board as its main parts, but it is not suitable for producing rectangular or cylindrical concrete products such as box-type culverts. In the case of formwork, the inner frame is independent, and the ready-mixed concrete covers the entire inner frame and hardens, so in order to remove it from the mold, a part of the inner frame or the side plates must be tilted inward, and the This was done by installing bolts or pantograph-type jacks inside and tilting the inner frame inward.
しかし、ネジ形式のこれらの方式では、ネジ山
が崩れたりトロ漏れでネジ山が埋まり正常に機能
しなくなつたり操作に時間がかかるなどの不都合
があつた。 However, these screw-type systems have some inconveniences, such as the screw threads collapsing, the threads becoming clogged by leakage, which prevents them from functioning properly, and the operation takes a long time.
他の手段としては、クサビ型の板を内枠の割れ
目に予め嵌合して内枠を保持し脱型時にこのクサ
ビ型板を外して内枠の板を内傾させるものがある
が、型組みに時間がかかる上、接触面に介在させ
るゴム部材が損傷し易いという欠点がある。 Another method is to fit a wedge-shaped plate into the crack in the inner frame in advance to hold the inner frame, and when demolding, remove this wedge-shaped plate and tilt the inner frame plate inward. There are disadvantages in that it takes time to assemble and the rubber member interposed on the contact surface is easily damaged.
(問題点を解決するための手段)
本考案は以上のような欠点に鑑みて為されたも
のであり、操作が簡単であり型組みにも時間がか
からず更にはトロ漏れによる影響がなく加えて経
年的使用に耐えるコンクリート型枠の内枠を提供
しようとするものであり、その要旨とするところ
は、筒状の内枠において、一側に長手方向に割れ
た離接可能な接合部を形成し、内枠の左右開口に
はこの接合部を境としその両側に支持板が設けら
れ、その各支持板に下方から上方外側向きにして
一対で逆ハの字形となつた長穴を穿設し、この長
穴に両端部に突設した突起を挿入させた作用板を
設ける一方、この作用板に連設された閉塞板が前
記接合部に沿つて内装され、更にこの閉塞板を上
下させるクランプ装置が外部から操作可能にして
設けられ、クランプ装置の解除状態では、閉塞板
と共に作用板が下降して支持板を押し開きそれに
より内枠の接合部が開かれ、開いた接合部内に閉
塞板が下降し密閉することを特徴とするコンクリ
ート型枠の内枠である。(Means for solving the problems) The present invention was developed in view of the above-mentioned drawbacks, and it is easy to operate, does not take much time to assemble the mold, and is not affected by leakage. In addition, the aim is to provide an inner frame for concrete formwork that can withstand long-term use, and its gist is to provide a cylindrical inner frame with a separable joint that is cracked in the longitudinal direction on one side. The left and right openings of the inner frame are provided with support plates on both sides of the joint, and each support plate has a pair of elongated holes in an inverted V-shape extending from the bottom to the top and outward. A working plate is provided in which a hole is bored and protrusions protruding from both ends are inserted into the elongated hole, and a blocking plate connected to the working plate is installed along the joint, and this blocking plate is further installed. A clamping device that can be moved up and down is provided so as to be operable from the outside, and when the clamping device is in a released state, the action plate descends together with the blocking plate to push open the support plate, thereby opening the joint of the inner frame, and causing the inside of the opened joint to open. This is the inner frame of a concrete formwork characterized by a closing plate that lowers and seals the area.
まず、本考案が適用されるコンクリート型枠
は、主として角筒または円筒状のコンクリート製
品を製造する型枠であり、かかる型枠は、上方を
開放し且つ扇開可能の外枠と、外枠の両開口に離
接する妻板と、外枠と妻板の間に係架される内枠
を主たる構成部品とするものである。勿論本考案
が適用される型枠はこれに限られず、その形態を
問わず、例えばU字溝用のコンクリート型枠の内
枠にも応用できる。 First, the concrete formwork to which the present invention is applied is mainly a formwork for producing square tube or cylindrical concrete products, and the formwork consists of an outer frame that is open at the top and can be fanned out, and an outer frame that is open at the top and can be fanned out. The main components are an end plate that approaches and separates from both openings, and an inner frame that is suspended between the outer frame and the end plate. Of course, the formwork to which the present invention is applied is not limited to this, and can be applied to the inner frame of a concrete formwork for a U-shaped groove, for example, regardless of its form.
本考案の内枠は、角筒状あるいは円筒状のいず
れをも含み、その一側が長手方向に割れている。
内枠は通常鉄板で構成されており、その接合部は
対接方向に開閉可能である。この接合部が設けら
れている側板部分は、内枠を妻板間に装架させた
とき下側にくるように配置するのがよい。 The inner frame of the present invention includes either a rectangular tube shape or a cylindrical shape, and one side thereof is split in the longitudinal direction.
The inner frame is usually made of iron plates, and the joints can be opened and closed in opposite directions. It is preferable that the side plate portion where this joint is provided be located on the lower side when the inner frame is mounted between the end plates.
内枠の左右開口には、この接合部を境としてそ
の両側に支持板が取り付けられており、支持板に
は下方から外側上方に向けて長穴が設けられ、2
つで一対の長穴は、逆ハの字に配置されている。 Support plates are attached to the left and right openings of the inner frame on both sides of the joint, and elongated holes are provided in the support plates from the bottom to the outside and upward.
The pair of elongated holes are arranged in an inverted V shape.
一方、内枠内の前記接合部に沿つて閉塞板が配
置されており、この閉塞板は内枠の上方に長手方
向に装架された操作軸に回転自在に連設垂下する
クランプ軸の下端に連結され、クランプ軸の上下
により接合部方向に離接するものとなつている。 On the other hand, a closing plate is arranged along the joint in the inner frame, and this closing plate is connected to the lower end of the clamp shaft which is rotatably connected to the operating shaft mounted longitudinally above the inner frame. The clamp shaft is connected to the top and bottom of the clamp shaft, and is moved toward and away from the joint in the direction of the joint.
この閉塞板の両端には直接または間接に作用板
が取り付けられており、この作用板の両端には突
起が形成され、この突起は内枠の支持板に形成さ
れた長穴に嵌合している。クランプ装置を解除し
たときは作用板の下降で開かれた接合部内に閉塞
板が下降密閉して位置する。クランプ装置を緊締
係架したときには作用板の上昇で接合部が閉じら
れ閉塞板は接合部の真上に位置する。 Action plates are attached directly or indirectly to both ends of this blocking plate, and projections are formed at both ends of the action plate, and these projections fit into elongated holes formed in the support plate of the inner frame. There is. When the clamping device is released, the closing plate is lowered and sealed into the joint opened by the lowering of the action plate. When the clamp device is tightened, the joint is closed by the rising of the action plate, and the closing plate is positioned directly above the joint.
閉塞板のかかる昇降動作を円滑の行なわせると
共によりよい密閉状態を確保するために、閉塞板
をクサビ型にするとともに、接合部の各縁にも閉
塞時に閉塞板の側面に密接する対称的な傾斜壁を
設けるのがよい。 In order to make the lifting and lowering movement of the closing plate smooth and to ensure a better sealing condition, the closing plate is made wedge-shaped, and each edge of the joint has a symmetrical shape that comes in close contact with the side of the closing plate when closing. It is better to provide a sloped wall.
内枠の天板に沿つてその長手方向に設けられる
クランプ装置の操作軸は、外部操作が可能なよう
にすくなくともその一端が内枠の開口縁より外側
に延長されそこに操作軸をバーなどで回転するた
めの係合部材が取り付けられている。 The operating shaft of the clamp device, which is provided in the longitudinal direction along the top plate of the inner frame, has at least one end extended outward from the opening edge of the inner frame so that it can be operated externally, and the operating shaft is connected there with a bar or the like. An engagement member for rotation is attached.
クランプ軸は、開口に近い部分の操作軸に連設
垂下せしめられるが、その数は通常2乃至4本で
あるが内枠の奥行長さに応じてそれ以上設けても
よい。なおクランプ軸は操作軸の近辺に顎を有し
緊締時にはこの顎が操作軸に係合し緊締状態を保
持され、このとき、クランプ軸全体は上昇し、そ
の下端の閉塞板も上昇するものである。なお、閉
塞板の接合部への離接距離を調節するための手段
を装備しておくのが望ましい。 The clamp shafts are connected to and suspended from the operating shafts near the opening, and the number of clamp shafts is usually 2 to 4, but more may be provided depending on the depth of the inner frame. The clamp shaft has a jaw near the operating shaft, and when tightening, this jaw engages with the operating shaft to maintain the tightened state. At this time, the entire clamp shaft rises, and the closing plate at its lower end also rises. be. Note that it is desirable to be equipped with a means for adjusting the distance between the closing plate and the joint portion.
(作用)
本考案は以上のように構成されているので、ま
ず外枠と妻板の間に本考案に係る内枠を係架す
る。ボツクス型暗渠のような角筒型のコンクリー
ト製品の内枠の場合には周囲に生コンクリートが
入る余地を残して取り外し可能に係架する。(Function) Since the present invention is constructed as described above, first, the inner frame according to the present invention is suspended between the outer frame and the end plate. In the case of an inner frame of a rectangular cylindrical concrete product such as a box-type culvert, the frame is removably suspended, leaving room for fresh concrete around the periphery.
この際、内枠は妻板間に係架される以前または
生コンクリート長し込み前にその準備をしてお
く。すなわち、内枠内に内装されたクランプを装
置を解除するため内枠開口の一方から突出した操
作軸の端部に形成された係合部材に操作棒を挿入
しこれをクランプの解除方向に回転する。 At this time, the inner frame is prepared before it is suspended between the end boards or before the fresh concrete is poured in. That is, in order to release the device from the clamp housed within the inner frame, the operating rod is inserted into the engaging member formed at the end of the operating shaft protruding from one of the openings of the inner frame and rotated in the direction of releasing the clamp. do.
クランプが解除方向に回転されるとクランプ軸
の顎が操作軸から外れ下端が徐々に下方に伸びそ
こに連結された閉塞板が内枠の底に近接してゆ
く。 When the clamp is rotated in the release direction, the jaws of the clamp shaft are removed from the operating shaft, and the lower end gradually extends downward, and the closing plate connected thereto approaches the bottom of the inner frame.
この動作によつて、閉塞板に作用板が連設され
ているので、作用板も下降するが、作用板の両端
に突設された突起は内枠開口の両側に植設された
一対の支持板の下方に設けられた逆ハの字の長穴
の中に嵌つており、突起の間隔は一定であり、こ
の長穴内の突起は支持板を介し内枠を外方向にに
押し開くため、内枠の底の接合部を扇開しつつ下
降することになる。かくして底板の接合部が開く
が、それと同期して前記閉塞板が下降してこの接
合部内を閉塞する。 Due to this action, since the action plate is connected to the closing plate, the action plate also descends, but the protrusions protruding from both ends of the action plate are connected to the pair of supports implanted on both sides of the inner frame opening. It fits into an oblong hole in the shape of an inverted C at the bottom of the plate, and the intervals between the protrusions are constant.The protrusions inside this elongate hole push the inner frame outward through the support plate, so It will descend while fanning out the joint at the bottom of the inner frame. The joint of the bottom plate is thus opened, and at the same time, the closing plate is lowered to close the inside of this joint.
この状態で型枠内に生コンクリートを打ち込み
コンクリートの固化を待つ。 In this state, pour fresh concrete into the formwork and wait for the concrete to harden.
固化が完了したら、妻板を外し通常の手段で外
枠とコンクリート製品の接着を解き、更に、操作
棒を操作軸の係合部に差し入れ、クランプ軸の顎
が操作軸にクランプされるまで回転する。 Once solidification is complete, remove the end plate and release the bond between the outer frame and the concrete product using normal means, then insert the operating rod into the engaging part of the operating shaft and rotate until the jaws of the clamp shaft are clamped to the operating shaft. .
このとき、クランプ軸の下端に取り付けられて
いた閉塞板及びこれと連設する作用板も上昇す
る。閉塞板の上昇によつて接合部は影響を受けな
いが、これと同期して上昇する作用板の突起が支
持板の長穴内を上方に移動しその突起が長穴を内
方に押圧すべく規制的に作用しその結果内枠両側
は共に内方に間〓をすぼめ、これとともに底板の
接合部は閉じられる。 At this time, the closing plate attached to the lower end of the clamp shaft and the action plate connected thereto also rise. The joint part is not affected by the rise of the blocking plate, but the protrusion of the action plate, which rises in synchronization with this, moves upward within the elongated hole of the support plate, and the protrusion presses the elongated hole inward. As a result, both sides of the inner frame narrow inwardly, and the joint of the bottom plate is closed at the same time.
このような内枠の側面、底面の収縮的な動きに
より接着していたコンクリート製品の内面から内
枠がはがれ、脱型可能となるものである。 Due to such contractionary movement of the side and bottom surfaces of the inner frame, the inner frame is peeled off from the inner surface of the concrete product to which it has been adhered, and the mold can be removed.
(実施例)
以下実施例として示す図面に従つて説明する
と、1はボツクス暗渠用コンクリート型枠本体で
あり、2は外枠である。3は内枠であり、断面方
向にした角筒状を呈している。妻板は図示してい
ないが、外枠2及び内枠3の開口4にセツトされ
る。その対接面にはトロ漏れ防止のためゴム板を
介在させるのが普通である。(Example) An explanation will be given below according to the drawings shown as examples. 1 is a concrete form body for a box underdrain, and 2 is an outer frame. Reference numeral 3 denotes an inner frame, which has a rectangular cylindrical shape in the cross-sectional direction. Although the end plates are not shown, they are set in the openings 4 of the outer frame 2 and inner frame 3. A rubber plate is usually interposed on the contact surface to prevent leakage.
妻板を取り外し、内枠3を外枠2内に装備した
生コンクリート流し込み前の状態を第1図に示す
が、内枠3は外枠2内で中に浮いているように見
えるが、3は妻板に支持されるのであり、宙に浮
いているわけではない。5は、生コンクリートが
打ち込まれるスペースである。 Figure 1 shows the state before ready-mixed concrete is poured, with the end plate removed and the inner frame 3 installed inside the outer frame 2. Although the inner frame 3 appears to be floating inside the outer frame 2, It is supported by the wife board and is not floating in the air. 5 is a space where fresh concrete is poured.
6は、内枠3内に複数設けられるクランプ装置
であり、この装置6は、内枠3の天板7内面に沿
つて長手方向に回動自在に取り付けられた操作軸
8とこの操作軸8に連設板9を介して回動自在に
連結され且つ上方に顎8′を有して垂下するクラ
ンプ軸10を主たる要素として成り、クランプ軸
10の下端には閉塞板11が、生コンクリート流
し込み前の状態では、内枠3の底板12の中央に
長手方向に形成された接合部13に嵌つている。 Reference numeral 6 indicates a plurality of clamp devices provided within the inner frame 3, and this device 6 includes an operating shaft 8 rotatably attached in the longitudinal direction along the inner surface of the top plate 7 of the inner frame 3; The main element is a clamp shaft 10, which is rotatably connected to the clamp shaft 10 via a connecting plate 9, and has a jaw 8' above and hangs down.A closing plate 11 is provided at the lower end of the clamp shaft 10, and a closing plate 11 is connected to the clamp shaft 10, which is rotatably connected to the clamp shaft 10 through a connecting plate 9, and has a jaw 8' above. In the previous state, the inner frame 3 is fitted into a joint 13 formed in the center of the bottom plate 12 in the longitudinal direction.
14は内枠の開口4に形成された一対の支持板
であり、15はこの支持板14の下方に一対で逆
ハの字のような勾配で穿設された長穴である。1
6は、前記閉塞板11と連設して閉塞板11と同
期して昇降する作用板であり、この作用板16の
両端には突起17が突設され、この突起17は前
記長穴15に嵌り込んでいる。 Reference numeral 14 designates a pair of support plates formed in the opening 4 of the inner frame, and reference numeral 15 designates a pair of elongated holes drilled below the support plate 14 at a slope similar to an inverted V-shape. 1
Reference numeral 6 denotes an action plate that is connected to the closure plate 11 and moves up and down in synchronization with the closure plate 11.Protrusions 17 are provided at both ends of the action plate 16, and the protrusions 17 are inserted into the elongated holes 15. I'm stuck in it.
18は、クランプ装置6の操作軸8の外端に形
成され操作棒が差し込まれる係合部である。19
は閉塞板11をガイドし且つこれとの密接面積を
確保するために接合部13の縁にクサビ状に立設
した接触板である。 Reference numeral 18 denotes an engaging portion formed at the outer end of the operating shaft 8 of the clamp device 6 and into which an operating rod is inserted. 19
is a contact plate erected in a wedge shape on the edge of the joint portion 13 in order to guide the closing plate 11 and ensure a close contact area therewith.
(考案の効果)
本考案は、以上のように、内枠の脱型に有効的
にクランプ装置を応用し、ほぼ一回的操作で簡単
に内枠の原形復帰及び脱型のための収縮動作を行
なえるものである。すなわち、本考案では、内枠
の一側に開閉可能な接合部を形成しておく一方、
クランプ装置を内枠内に配備し、クランプ軸の昇
降運動を利用して接合部を開閉し、接合部が開い
たときには閉塞板で閉じるという方法で、内枠の
脱型にもクランプ装置が効果的且つコンパクトに
応用したものであり、操作性、耐久性、経済性の
点で多大な実用的価値を奏するものである。(Effects of the invention) As described above, the present invention effectively applies a clamp device to demolding the inner frame, and allows the inner frame to easily return to its original shape and perform contraction operations for demolding in almost one operation. It is possible to do this. That is, in the present invention, while an openable and closable joint is formed on one side of the inner frame,
The clamping device is installed inside the inner frame, and the joint is opened and closed using the vertical movement of the clamp shaft, and when the joint opens, it is closed with a closing plate.The clamping device is also effective for demolding the inner frame. It is a compact and practical application, and has great practical value in terms of operability, durability, and economy.
第1図は、妻板を外した状態の型枠の正面図、
第2図は、内枠の斜視図、第3図は、脱型時の状
態を示す内枠の一部拡大斜視図、第4図はクラン
プ装置の動作を示す図である。
1……コンクリート型枠本体、2……外枠、3
……内枠、4……開口、5……スペース、6……
クランプ装置、7……天板、8……操作軸、9…
…連設板、10……クランプ軸、11……閉塞
板、12……底板、13……接合部、14……支
持板、15……長穴、16……作用板、17……
突起、18……係合部、19……接触板。
Figure 1 is a front view of the formwork with the end plate removed;
FIG. 2 is a perspective view of the inner frame, FIG. 3 is a partially enlarged perspective view of the inner frame showing the state at the time of demolding, and FIG. 4 is a diagram showing the operation of the clamp device. 1...Concrete form body, 2...Outer frame, 3
...Inner frame, 4...Opening, 5...Space, 6...
Clamp device, 7...Top plate, 8...Operation shaft, 9...
...Connection plate, 10... Clamp shaft, 11... Closure plate, 12... Bottom plate, 13... Joint portion, 14... Support plate, 15... Elongated hole, 16... Action plate, 17...
Projection, 18... engaging portion, 19... contact plate.
Claims (1)
た離接可能な接合部を形成し、内枠の左右開口
にはこの接合部を境としてその両側に支持板が
設けられ、この各支持板に下方から上方外側向
きにして一対で逆ハの字形となつた長穴を穿設
し、この長穴に両端部を突設した突起を挿入さ
せた作用板を設ける一方、この作用板に連設さ
れた閉塞板が前記接合部に沿つて内装され、更
にこの閉塞板を上下させるクランプ装置が外部
から操作可能にして設けられ、クランプ装置の
解除状態では、閉塞板と共に作用板が下降して
支持板を押し開きそれにより内枠の接合部が開
かれ、開いた接合部内に閉塞板が降下し密閉す
ることを特徴とするコンクリート型枠の内枠。 2 前記内枠がほぼ四角の筒状をしていることを
特徴とするコンクリート型枠の内枠。[Scope of Claim for Utility Model Registration] 1 A cylindrical inner frame has a longitudinally split joint that can be separated and separated on one side, and the left and right openings of the inner frame have a joint on both sides with this joint as a border. A support plate is provided, and a pair of elongated holes are formed in each of the support plates in an inverted V-shape facing upward and outward from the bottom, and protrusions with both ends protruding are inserted into the elongated holes. While the plate is provided, a closing plate connected to the action plate is installed inside along the joint part, and a clamping device for moving the closing plate up and down is provided so as to be operable from the outside, and when the clamping device is released, An inner frame of a concrete form, characterized in that an action plate descends together with a closing plate to push open the support plate, thereby opening a joint of the inner frame, and the closing plate descends into the open joint to seal it. 2. An inner frame for a concrete form, characterized in that the inner frame has a substantially square cylindrical shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4799289U JPH0420577Y2 (en) | 1989-04-24 | 1989-04-24 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4799289U JPH0420577Y2 (en) | 1989-04-24 | 1989-04-24 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH02139703U JPH02139703U (en) | 1990-11-21 |
| JPH0420577Y2 true JPH0420577Y2 (en) | 1992-05-12 |
Family
ID=31564413
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4799289U Expired JPH0420577Y2 (en) | 1989-04-24 | 1989-04-24 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0420577Y2 (en) |
-
1989
- 1989-04-24 JP JP4799289U patent/JPH0420577Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPH02139703U (en) | 1990-11-21 |
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