JP2006255903A - Hopper discharge gate for concrete - Google Patents

Hopper discharge gate for concrete Download PDF

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JP2006255903A
JP2006255903A JP2005072344A JP2005072344A JP2006255903A JP 2006255903 A JP2006255903 A JP 2006255903A JP 2005072344 A JP2005072344 A JP 2005072344A JP 2005072344 A JP2005072344 A JP 2005072344A JP 2006255903 A JP2006255903 A JP 2006255903A
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rollers
rubber seal
gate
discharge gate
support member
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JP4897228B2 (en
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Toshiyuki Harimoto
俊幸 播本
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ORU JAPAN KK
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Abstract

<P>PROBLEM TO BE SOLVED: To miniaturize a hopper discharge gate for concrete having an opening reduced in a longitudinal/lateral ratio or having a shape near to a circular shape and to simplify the setting or adjustment of the hopper discharge gate while facilitating the maintenance thereof. <P>SOLUTION: The hopper discharge gate is constituted so that a press roller support member comprising a plurality of rollers is provided to the outside of the rubber seal of a hopper discharge port to press the rubber seal by the expansion and contraction of a cylinder to perform the on-off of the gate, the support members for supporting the outside shafts of the opposed rollers are always energized in the direction mutually holding the rubber seal by a holding and pressing members to press the rubber seal, the arrangement of two rollers is made linear by the cylinders when the gate is brought to a closed state to hold and press the rubber seal, the connection part of two rollers are bent in an opening initial stage to arrange the rollers to an almost C-shape and the opening cross section of the rubber seal is made circular by the cylinders in a usual stage for bringing the gate to a full open state. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、生コンクリートプラントなどに使用するコンクリート等のホッパの排出ゲートに関する。    The present invention relates to a discharge gate of a hopper such as concrete used in a ready-mixed concrete plant or the like.

本発明は、生コンクリートプラントなどに使用するコンクリート等のホッパの排出ゲートにおいて、生コンクリートが砂利・砂・セメント・水などから構成されて液体であるため、液体を遮断する必要から所謂ラバーシールゲートが採用されているが、例えば、特許文献1に開示されているように、ラバーシールを一対のローラで挟圧し完全に液体をシールしていた。   The present invention is a so-called rubber seal gate because it is necessary to block liquid because the ready-mixed concrete is composed of gravel, sand, cement, water, etc. However, as disclosed in Patent Document 1, for example, a rubber seal is pressed between a pair of rollers to completely seal the liquid.

ところで、上述したように、生コンクリートプラントなどに使用するコンクリートホッパの排出ゲートは、ラバーシールaを一対のローラb'で挟圧するコンクリート用排出ゲートは、図11に示すように、単に平行ローラの間隔を広げるだけの細長い隙間の開口B’を形成するだけなので、液体は落下するものの粒径の大きな砂利jはスムーズな排出ができないという不都合があった。
このため、本出願人は、図8、図9に示すように、ラバーシールaを押圧しゲートの開閉を行うコンクリート用排出ゲートにおいて、前記押圧ローラ支持部材の二本のローラbの配列を直線状と「く」の字状とに配列するシリンダ本体cを設け、ラバーシールaを押圧してゲートを閉口状態とする際には、図8(a)(b)に示すように、二本のローラbの配列を直線状として挟圧して閉口状態Aとし、ゲートを半開状態Bとする初期段階では、図9(a)(b)に示すように、二本のローラbの配列を約「く」の字状として後退しラバーシールの開口断面Bを菱形とし、ゲートを全開状態とする通常段階では、図10に示すように、ラバーシールの開口断面Cが円形となるようにローラbを外側に退避させ、開口初期段階で液体のみならず砂利Dもスムースに排出できるコンクリート用ホッパ排出ゲートを提供している(特許文献2)。
By the way, as described above, the discharge gate of a concrete hopper used in a ready-mixed concrete plant or the like is a concrete discharge gate that sandwiches the rubber seal a with a pair of rollers b ′, as shown in FIG. Since only the narrow gap opening B ′ that widens the interval is formed, gravel j having a large particle diameter cannot be discharged smoothly although the liquid falls.
For this reason, as shown in FIGS. 8 and 9, the applicant of the present invention, in the concrete discharge gate that presses the rubber seal a to open and close the gate, linearly arranges the two rollers b of the pressing roller support member. When the cylinder main body c arranged in the shape of the shape and the shape of “ku” is provided and the rubber seal a is pressed to close the gate, as shown in FIGS. In an initial stage in which the arrangement of the rollers b is linearly pinched to be in the closed state A and the gate is in the half-open state B, as shown in FIGS. As shown in FIG. 10, in the normal stage in which the rubber seal retreats as the shape of “<” and the opening cross section B of the rubber seal is rhombus and the gate is fully opened, the roller b is formed so that the open cross section C of the rubber seal is circular. Evacuate to the outside and not only liquid but also gravel D in the initial stage of opening. It provides a concrete hoppers discharge gate can be discharged to the over scan (Patent Document 2).

上記コンクリート用ホッパ排出ゲートの具体的構成と動作を、図8を主に説明すると、シリンダ駆動軸dには先端のローラbの軸受けeとローラ支持枠fとの中間位置にストッパーgを設け、シリンダ駆動軸dにおけるローラ支持枠fとシリンダ本体cとの間にはスプリング止hを設け、ローラ支持枠fとスプリング止hとの間で互いにこれらを反方向に押圧するスプリングiを設けて、ゲートを半開状態Cとする初期段階において、二本のローラb、bの配列を約「く」の字状とするために、シリンダ駆動軸dを縮めてシリンダ本体cに引き込ませると、先ず、シリンダ駆動軸dの先端の軸受eがローラ支持枠fに対して後退し、二本のローラbも直線状の配列から、先端の軸受eを屈曲点として「く」の字状の配列となり、閉口状態の開口線に対して、ローラbの軸線が平行ではなく斜めとなり、全体では断面菱形開口Bとなる。   The concrete configuration and operation of the concrete hopper discharge gate will be described mainly with reference to FIG. 8. The cylinder drive shaft d is provided with a stopper g at an intermediate position between the bearing e of the roller b at the tip and the roller support frame f. A spring stop h is provided between the roller support frame f and the cylinder body c in the cylinder drive shaft d, and a spring i is provided between the roller support frame f and the spring stop h to press them in the opposite direction. In the initial stage in which the gate is in the half-open state C, when the cylinder driving shaft d is contracted and retracted into the cylinder body c in order to make the arrangement of the two rollers b and b approximately “<”, The bearing e at the tip of the cylinder drive shaft d moves backward with respect to the roller support frame f, and the two rollers b also change from a linear arrangement to a “<” shape arrangement with the tip bearing e as a bending point. Closed opening With respect to the line, the axis of the roller b is not parallel but oblique, so that the whole becomes a rhombus opening B in cross section.

したがって、開口初期段階での前記約「く」の字状の傾斜角度による断面菱形開口Bは、開口面積が従来と同じでも、初期段階での最大開口距離を大きく(砂利最大粒径の2倍から5倍)にすることが可能であり、図9(a)(b)に示すように、直径5cm以下の砂利jの通過を許容する。
このように、断面菱形開口Bにするために先行技術では、ストッパーgを設けて「く」の字状の屈曲度合いを規制し、更に、次のゲートを全開状態とする通常段階では二本のローラbをラバーシールaの開口断面が円形開口C(内壁直径約50cm)となるように、シリンダ軸dの後退に伴ってローラ支持枠f等を外側に退避させるためのものである。
すなわち、シリンダ軸cの後退で、先ず、ストッパーgがローラ支持枠fに当接するまでは、ローラ支持枠fは揺動しないが、図10に示すように、ストッパーgがローラ支持枠fに当接すると、「く」の字状の配列の二本のローラbの全体が後退して通常段階になり、筒状のラバーシールaは二本のローラbによる規制が無くなるので、ゲートが全開状態となり本来の断面円形Cの開口になる。
また、スプリングiは、シリンダ駆動軸dの後退時において、ローラ支持枠fとスプリング止hとの間で互いにこれらを反対方向に押圧して、二本のローラbが直線状に戻るの防止するためのものであり、二本のローラbの定位置を維持するためのものである。
特開2001−341120号公報 特願2004−270421号公報
Therefore, the rhombic opening B having the angle of inclination of about “<” in the initial stage of opening has a large maximum opening distance in the initial stage (twice the maximum gravel particle size) even though the opening area is the same as the conventional one. 5 times), and as shown in FIGS. 9A and 9B, gravel j having a diameter of 5 cm or less is allowed to pass.
As described above, in order to obtain the diamond-shaped opening B in the cross section, in the prior art, the stopper g is provided to regulate the degree of bending of the “<” and the two gates in the normal stage where the next gate is fully opened. The roller b is for retracting the roller support frame f and the like to the outside as the cylinder shaft d is retracted so that the opening cross section of the rubber seal a becomes a circular opening C (inner wall diameter of about 50 cm).
That is, when the cylinder shaft c is retracted, the roller support frame f does not swing until the stopper g comes into contact with the roller support frame f. However, as shown in FIG. 10, the stopper g contacts the roller support frame f. When in contact with each other, the two rollers b arranged in the shape of "<" are retracted to the normal stage, and the cylindrical rubber seal a is not restricted by the two rollers b, so the gate is fully open. Then, an opening having an original circular shape C is obtained.
Further, when the cylinder drive shaft d is retracted, the spring i presses the roller support frame f and the spring stop h in the opposite directions to prevent the two rollers b from returning in a straight line. This is for maintaining the fixed position of the two rollers b.
JP 2001-341120 A Japanese Patent Application No. 2004-270421

ところで、先行する特許文献2のコンクリート用ホッパ排出ゲートは、常に、ローラ支持枠fとスプリング止hとの間で互いにこれらを反方向に押圧するスプリングiを設けて、二本のローラbの定位置を維持しなければならないが、このためスプリングの長さだけ一対のシリンダ駆動軸dを長くしなければならず、シリンダ部分の全体の幅が大きくなり、ホッパ排出ゲートも大型になってしまうという問題点があった。
また、スプリングiによる作動も開口初期段階Bと全開段階Cの二段階で関与するため弾力の設定が難しく、且つ、シリンダ駆動軸に同軸的に嵌合するため取り替えるのに手間がかかり、調整も厄介であるという問題点があった。
By the way, the concrete hopper discharge gate of Patent Document 2 is always provided with a spring i that presses the roller support frame f and the spring stop h in the opposite direction, so that the two rollers b can be fixed. The position must be maintained, but for this reason, the pair of cylinder drive shafts d must be lengthened by the length of the spring, the entire width of the cylinder portion becomes large, and the hopper discharge gate becomes large. There was a problem.
In addition, since the operation by the spring i is involved in two stages of the opening initial stage B and the full opening stage C, it is difficult to set the elasticity, and since it is fitted coaxially to the cylinder drive shaft, it takes time and effort to replace it. There was a problem of being troublesome.

本発明は、前述した不都合に鑑みてなされたもので、コンクリート用ホッパ排出ゲートの一対のシリンダ駆動軸を短くして、ホッパ排出ゲートを小型化し、かつ、シリンダと協働するスプリングの設定や調整が簡単にでき、メンテナンスも容易となるホッパ排出ゲートを提供するものである。   The present invention has been made in view of the above-described disadvantages, and shortens the pair of cylinder drive shafts of the concrete hopper discharge gate to reduce the size of the hopper discharge gate, and to set and adjust a spring that cooperates with the cylinder. It is possible to provide a hopper discharge gate that can be easily and easily maintained.

上記の課題を解決するために、請求項1の発明は、ホッパの排出口に筒状のラバーシールを取付け、該ラバーシールの外側に複数のローラからなる押圧ローラ支持部材がラバーシールを挟んで対向する位置に配設され、前記押圧ローラ支持部材がシリンダの伸縮によってラバーシールを押圧し、ゲートの開閉を行うコンクリート用排出ゲートにおいて、前記押圧ローラ支持部材の二本のローラの配列を直線状と約「く」の字状とに配列する一対のシリンダーを設け、前記対向するローラの外側軸を支持する支持部材を設け、該対向する支持部材を挾圧部材によって互いに挾圧する方向に常に付勢するようにし、ラバーシールを押圧してゲートを閉口状態とする際には前記シリンダーによって二本のローラの配列を直線状として挟圧し、開口初期段階では二本のローラの連結部を屈曲させて約「く」の字状に配列し、ゲートを全開状態とする通常段階では前記シリンダーによってラバーシールの開口断面が円形となるようにローラを外側に退避させたことを特徴とするコンクリート用ホッパ排出ゲートである。
請求項2の発明は、前記ローラの支持部材の中央に位置する前記押圧ローラ支持部材の二本のローラを連結する部分には該ローラの為の軸受部材が設けられ、該軸受部材は二本のローラが約「く」の字状に屈曲可能で且つ回転可能な一対の球面軸受部材であることを特徴とする請求項1に記載のコンクリート用ホッパ排出ゲートである。
請求項3の発明は、前記軸受部材には該軸受部材を覆うようにカバー部材が設けられ、該カバー部材の前記ラバーシールに接触する部分は二本のローラのラバーシールに接触する接触面とほぼ連続する挾圧面を形成することを特徴とする請求項1又は請求項2に記載のコンクリート用ホッパ排出ゲートである。
請求項4の発明は、前記押圧ローラ支持部材の二本のローラを連結する部分には、押圧ローラ支持部材とは独立した上下方向の屈曲を防止する揺動支持部材を設けたことを特徴とする請求項1乃至請求項3に記載のコンクリート用ホッパ排出ゲートである。
In order to solve the above problems, the invention of claim 1 is characterized in that a cylindrical rubber seal is attached to the discharge port of the hopper, and a pressing roller support member comprising a plurality of rollers sandwiches the rubber seal outside the rubber seal. In the concrete discharge gate, which is disposed in an opposing position and presses the rubber seal by the expansion and contraction of the cylinder and opens and closes the gate, the arrangement of the two rollers of the pressure roller support member is linear. And a pair of cylinders arranged in an approximately "<" shape, and a support member for supporting the outer shaft of the opposing roller is provided, and the opposing support members are always attached in a direction in which they are pressed against each other by a pressing member. When the rubber seal is pressed and the gate is closed, the two rollers are linearly clamped by the cylinder and the opening is opened. In the stage, the connecting parts of the two rollers are bent and arranged in an approximately "<" shape, and in the normal stage in which the gate is fully opened, the roller is moved outward so that the rubber seal has a circular opening cross section by the cylinder. A hopper discharge gate for concrete, wherein the hopper discharge gate is characterized in that it is evacuated.
In the invention of claim 2, a bearing member for the roller is provided at a portion connecting the two rollers of the pressing roller support member located at the center of the support member of the roller, and the two bearing members are provided. 2. The concrete hopper discharge gate according to claim 1, wherein the rollers are a pair of spherical bearing members that can be bent and rotated in an approximately “<” shape.
According to a third aspect of the present invention, a cover member is provided on the bearing member so as to cover the bearing member, and a portion of the cover member that contacts the rubber seal is a contact surface that contacts the rubber seal of two rollers. 3. The concrete hopper discharge gate according to claim 1, wherein a substantially continuous compression surface is formed.
The invention according to claim 4 is characterized in that a swing support member that prevents bending in the vertical direction independent of the press roller support member is provided in a portion connecting the two rollers of the press roller support member. The concrete hopper discharge gate according to claim 1.

本発明によれば、対向するシリンダのシリンダ駆動軸の長さを短くすることができ、シリンダ部分の全体の幅を短くでき、ホッパ排出ゲートも小型化できるという効果があり、また、シリンダと協働する挾圧部材を対向するローラの支持部材に設けたので、従来のシリンダ駆動軸に取付た場合とは異なり、外部から挾圧力の設定や調整が簡単にでき、メンテナンスも容易となるという効果を奏する。   According to the present invention, the length of the cylinder drive shaft of the opposing cylinder can be shortened, the entire width of the cylinder portion can be shortened, and the hopper discharge gate can be reduced in size. Unlike the case where it is mounted on the opposite cylinder drive shaft, the active pressure member is provided on the opposite roller support member, so that it is possible to easily set and adjust the pressure from the outside, and to facilitate maintenance. Play.

本発明は、ホッパ排出ゲートを先ず初期段階Bで初期開口状態を維持し、その後徐々に開口して全開段階Cとする二段階する方式においては、二段階にするために挾圧部材であるエア(油圧)シリンダとスプリングの協働動作が必要となるが、このスプリングの位置と作動を先行技術とは変えて、シリンダ部分のシリンダ駆動軸を短くし、全体の幅を短くしたものであり、更に、挾圧部材であるスプリングを対向するローラの支持部材に設けたので、それまでのシリンダ軸に同軸的に設けたものとは異なり挾圧力の設定や調整が簡単にでき、メンテナンスも容易となる。   In the two-stage system in which the hopper discharge gate is initially maintained in the initial stage B at the initial stage B and then gradually opened to the fully-open stage C, the air that is a negative pressure member is used for the two stages. (Hydraulic) It is necessary to cooperate the cylinder and the spring, but the position and operation of this spring is changed from the prior art, the cylinder drive shaft of the cylinder part is shortened, the overall width is shortened, Furthermore, since the spring, which is a pressure member, is provided on the supporting member of the opposite roller, unlike the conventional case where it is provided coaxially with the cylinder shaft, setting and adjustment of the pressure can be simplified and maintenance is easy. Become.

ここで、本発明に好適なコンクリート用ホッパ排出ゲートの実施例を、図面に沿って説明する。
図1は、セメント・砂利・砂・水等を混合した生コンクリートを貯蔵(製造)するホッパ下部の排出口を近傍の断面図で、図2は図1の主要部の平面図、図3は図1の主要部の側面図で、ホッパ1の下部排出口11の外側には、筒状のラバーシール2が取付けバンド12等で固定されている。このラバーシール2は、図4に示すように、適度の厚みを有しており、内周に耐磨耗ゴム21が設けられ、外周のゴム22にはナイロンハブ23が埋め込まれ、ラバーシール2の外側にローラ4からなる一対の押圧ローラ支持部材3がラバーシール2を挟んで相対向する位置に配設され、押圧ローラ支持部材3がエア(油圧)シリンダ5の伸長によってラバーシール2が互いに押圧して水分が下に漏れないように閉口状態Aに維持しており、図5(b)に示すように、排出ゲートを半開状態B、及び、図5(c)に示すように、全開状Cとなる場合には操作部からの指令により、シリンダ5が縮む方向に作動する。
Here, an embodiment of a concrete hopper discharge gate suitable for the present invention will be described with reference to the drawings.
Fig. 1 is a cross-sectional view of the vicinity of the discharge port at the bottom of the hopper for storing (manufacturing) raw concrete mixed with cement, gravel, sand, water, etc., Fig. 2 is a plan view of the main part of Fig. 1, and Fig. 3 is In the side view of the main part of FIG. 1, a cylindrical rubber seal 2 is fixed to the outside of the lower discharge port 11 of the hopper 1 with an attachment band 12 or the like. As shown in FIG. 4, the rubber seal 2 has an appropriate thickness, and is provided with an abrasion-resistant rubber 21 on the inner periphery, and a nylon hub 23 is embedded in the outer peripheral rubber 22. A pair of pressing roller support members 3 composed of rollers 4 are disposed on opposite sides of the rubber seal 2 so that the rubber seals 2 are mutually connected by the extension of the air (hydraulic) cylinder 5. As shown in FIG. 5 (b), the discharge gate is kept in the half-open state B and in the fully open state as shown in FIG. 5 (c). In the case of the shape C, the cylinder 5 is operated in a contracting direction by a command from the operation unit.

図1に示されるように、この押圧ローラ支持部材3及びシリンダ5は、ホッパ1の下部排出口11近傍の固定フレーム13に設けられており、一対の押圧ローラ支持部材3の上端は固定フレーム13の排出口11近傍の一対の回動軸31を中心に揺動し、一対の対向する押圧ローラ支持部材3の揺動角度が同じになるようにリンクアーム311が掛け渡され、押圧ローラ支持部材3の下端にはそれぞれ片側二本の押圧ローラ41a,41b(41a',41b')が設けられ、これら押圧ローラ41a,41bに伸縮方向にシリンダ5の駆動軸51が連なっており、フレーム13に設けられたそれぞれのシリンダ取付部材52を介してこれも揺動自在に取り付けられている。
また、装置両側面で対向する一対の押圧ローラ支持部材3には、挾圧部材7によって互いに挾圧する方向に常に付勢するようにし、ラバーシールを押圧してゲートを閉口状態とする際には前記シリンダによって二本のローラの配列を直線状として挟圧し、開口初期段階では二本のローラの連結部を屈曲させて約「く」の字状若しくは半楕円状に配列し、ゲートを全開状態とする通常段階では前記シリンダによってラバーシールの開口断面が円形となるようにローラを外側に退避させている。
As shown in FIG. 1, the pressing roller support member 3 and the cylinder 5 are provided on a fixed frame 13 near the lower discharge port 11 of the hopper 1, and the upper ends of the pair of pressing roller support members 3 are fixed frames 13. The link arm 311 is stretched around the pair of rotating shafts 31 in the vicinity of the discharge port 11 so that the swing angles of the pair of opposed pressure roller support members 3 are the same, and the pressure roller support member 3 is provided with two pressing rollers 41a and 41b (41a 'and 41b') on each side, and a driving shaft 51 of the cylinder 5 is connected to the pressing rollers 41a and 41b in the extending and contracting direction. This is also slidably mounted via each cylinder mounting member 52 provided.
In addition, the pair of pressing roller support members 3 facing each other on both sides of the apparatus are always urged in the direction in which they are pressed against each other by the pressing member 7, and when the rubber seal is pressed and the gate is closed. Two cylinders are linearly clamped by the cylinder, and at the initial stage of opening, the connecting part of the two rollers is bent and arranged in an approximately "<" shape or semi-ellipse, and the gate is fully open. In the normal stage, the roller is retracted outward by the cylinder so that the opening cross section of the rubber seal becomes circular.

前述した押圧ローラ支持部材3、ローラ4、シリンダ5の更に詳細な構成を、図1乃至図4に沿って説明する。
図2は、揺動する押圧ローラ支持部材3の下端部の主要部を上から見た平面図で、押圧ローラ支持部材3には一対の両端部フレーム32と連結フレーム33とからなるスラスト軸受36の支持枠が回動ピン38(図4(b)を参照)によって回動自在に連結されており、この一対の両端部フレーム32の間隔は、筒型のラバーシール2の挾圧した時の幅よりもやや広く、かつ、この両端部フレーム32の一端はオイレスベアリングであるスラスト軸受36がシリンダ駆動軸51が直線になることを許容するように押圧ローラ支持部材3に回動ピン38によって回動自在に支持されている。また、押圧ローラ支持部材3の上端部は、図1に示したように、それぞれ回動軸31を中心に揺動自在に軸支されている。
押圧ローラ支持部材3の下端部の両端部フレーム32には、二本の押圧ローラ41a,41bが直線方向に連設され、図4に示すように、端部フレーム32には軸受け(揺動可能)34aが設けられ、ローラ41aの両端部フレーム32のほぼ中央部の外側に屈曲する位置には、そのローラ軸42aの為の軸受け34aが、回転自在に且つ軸方向に移動自在に軸受け34aに軸支されている。このローラ軸42aは、後述するように、押圧ローラ41a,41bが引っ張られた時に、移動を許容するように所定の長さを有しており、末端部は脱落を防ぐために軸受け34aの内径よりも大きな径のストッパ43aが設けられている。一方、ローラ41aの内側に向かう側のローラ軸42aは、シリンダ5の本体部53のシリンダ駆動軸51の先端部54に揺動自在の軸受け35aに回転自在に軸支され、ローラ軸42aの末端の球面凸状のオイレスベアリング45a設けられ脱落を防止している。
Further detailed configurations of the pressing roller support member 3, the roller 4, and the cylinder 5 will be described with reference to FIGS.
FIG. 2 is a plan view of the main part of the lower end portion of the oscillating pressing roller support member 3 as viewed from above. The thrust roller 36 is composed of a pair of both end frames 32 and a connecting frame 33. The support frame is pivotally connected by a pivot pin 38 (see FIG. 4B), and the distance between the pair of both end frames 32 is the same as that when the cylindrical rubber seal 2 is pressed. It is slightly wider than the width, and one end of each end frame 32 is rotated by the rotation pin 38 on the pressing roller support member 3 so that the thrust bearing 36, which is an oilless bearing, allows the cylinder drive shaft 51 to be straight. It is supported freely. Further, as shown in FIG. 1, the upper end portion of the pressing roller support member 3 is pivotally supported about a rotation shaft 31.
Two pressing rollers 41a and 41b are connected in a linear direction to both end frames 32 at the lower end of the pressing roller support member 3, and as shown in FIG. ) 34a is provided, and a bearing 34a for the roller shaft 42a is rotatably and axially moved to the bearing 34a at a position where it is bent to the outside of the substantially central portion of both end frames 32 of the roller 41a. It is pivotally supported. As will be described later, the roller shaft 42a has a predetermined length so as to allow movement when the pressing rollers 41a and 41b are pulled, and the end portion is smaller than the inner diameter of the bearing 34a to prevent dropping. A stopper 43a having a larger diameter is also provided. On the other hand, the roller shaft 42a on the inner side of the roller 41a is rotatably supported by a swingable bearing 35a on the tip 54 of the cylinder drive shaft 51 of the main body 53 of the cylinder 5, and the end of the roller shaft 42a is supported. The spherical convex oilless bearing 45a is provided to prevent falling off.

ここで、軸受け34aについて、図4を用いて詳細な構成を説明すると、押圧ローラ支持部材3の両端に固着具342により軸受け枠体341が取り付けられ、軸受け枠体341には揺動自在に軸受け本体343が嵌合されており、他方、オイレスベアリングである軸受け本体343に接するローラ軸42aの外周にはオイレスベアリング344が設けられスラスト方向に移動自在に構成されている。したがって、ローラ軸42aは回転自在で軸線方向に移動自在に軸受34aで支持されている。
また、シリンダ駆動軸51の先端部54は、二本のローラ41a,41bの連結部での軸受け部が設けられているが、後述するように、開口初期段階において連結部で二本のローラの軸方向を屈曲させて約「く」の字状に配列するものである。
先端部54とシリンダ駆動軸51とは回動自在の連結部材55によって連結され、二本のローラ41a,41bのローラ軸42a,42bのための中央軸受35a、35bが、先端部54の一対の軸受取付部541a,541bに固定され、二つの軸受取付部541a,541bはボルト等により中央軸受枠体542に取り付けられている。他の押圧ローラ41bも、先端部54の中央に対して面対象であるだけで、同様の構成を有している。
この先端部54は、中央軸受35a、35b等の軸受部材の全体を覆うようにカバー部材56が設けられ、このカバー部材56のラバーシール2に接触する先端部分は二本のローラのラバーシールに接触する接触面とほぼ連続する挾圧面を形成しており、押圧することができる強度の構成と素材からなっている。
Here, the detailed structure of the bearing 34a will be described with reference to FIG. 4. A bearing frame body 341 is attached to both ends of the pressing roller support member 3 by fixing tools 342. A main body 343 is fitted, and on the other hand, an oilless bearing 344 is provided on the outer periphery of the roller shaft 42a in contact with the bearing main body 343 which is an oilless bearing, and is configured to be movable in the thrust direction. Therefore, the roller shaft 42a is supported by the bearing 34a so as to be rotatable and movable in the axial direction.
Further, the tip 54 of the cylinder drive shaft 51 is provided with a bearing portion at the connecting portion of the two rollers 41a and 41b, but as will be described later, at the initial stage of opening, the two rollers are connected at the connecting portion. It is arranged in an approximately “<” shape by bending the axial direction.
The distal end portion 54 and the cylinder drive shaft 51 are connected by a rotatable connecting member 55, and the central bearings 35a and 35b for the roller shafts 42a and 42b of the two rollers 41a and 41b are paired with the pair of the distal end portion 54. It is fixed to the bearing mounting portions 541a and 541b, and the two bearing mounting portions 541a and 541b are mounted to the central bearing frame body 542 with bolts or the like. The other pressing roller 41b is also a surface object with respect to the center of the tip end portion 54, and has the same configuration.
The front end portion 54 is provided with a cover member 56 so as to cover the entire bearing members such as the central bearings 35a and 35b, and the front end portion of the cover member 56 contacting the rubber seal 2 is formed by a rubber seal of two rollers. It forms a compression surface that is substantially continuous with the contact surface that is in contact with the contact surface, and is made of a structure and material that can be pressed.

シリンダー5について説明すると、図1に示したように、シリンダ5の本体部53はフレーム13に設けれたシリンダ取付部材52を介してこれも揺動自在に取り付けられ、シリンダの本体部53から進退するシリンダ駆動軸51は一旦スラスト軸受36に支持されるが、このスラスト軸受36は押圧ローラ支持部材3の下端部の揺動自在に支持される連結フレーム33のほぼ中央に設けられ、連結フレーム33はの両端は端部フレーム32が設けられ、端部フレーム32の端部は押圧ローラ支持部材3に回動ピン38によって揺動自在に支持されている。更に、シリンダ軸51の先端の先端部54には前述したように中央軸受35a,35bが設けられ、図4、図5(a)はゲートが閉口状態Aである場合で、押圧ローラ支持部材3がシリンダ5のシリンダ駆動軸51が繰り出され伸長によってラバーシール2を互いに押圧している状態の図である。即ち、押圧ローラ支持部材3の二本のローラ41a,41bの配列を直線状として、この直線状の二本のローラ41a,41bがラバーシール2を狭圧してゲートを閉口状態とする図である。   The cylinder 5 will be described. As shown in FIG. 1, the main body 53 of the cylinder 5 is also slidably mounted via a cylinder mounting member 52 provided on the frame 13, and moves forward and backward from the main body 53 of the cylinder. The cylinder drive shaft 51 is temporarily supported by a thrust bearing 36, and this thrust bearing 36 is provided at substantially the center of a connecting frame 33 that is swingably supported at the lower end of the pressing roller support member 3. End frames 32 are provided at both ends, and the end portions of the end frame 32 are swingably supported by the pressing roller support member 3 by a rotation pin 38. Further, as described above, the center bearings 35a and 35b are provided at the tip 54 of the tip of the cylinder shaft 51. FIGS. 4 and 5A show the case where the gate is in the closed state A. FIG. 6 is a view of a state where the cylinder drive shaft 51 of the cylinder 5 is extended and the rubber seals 2 are pressed against each other by extension. That is, the arrangement of the two rollers 41a and 41b of the pressing roller support member 3 is a straight line, and the two linear rollers 41a and 41b narrow the rubber seal 2 to close the gate. .

この先端部54は、ラバーシール2にコンクリート等が排出される時は、非常に大きな負荷が加わり、且つ、二本のローラ41a,41bの連結部での中央軸受35a,35bが屈曲可能な構成であるので、図6に示すように、上下方向の屈曲を防止するため吊り下げ式の揺動支持部材である先端支持部材6が設けられている。
この先端支持部材6の揺動中心軸61は押圧ローラ支持部材3の軸31と同軸で、揺動アーム62の他端は先端部54の中央軸受枠体542の上端部57に固定されていて、いわば吊り下げ状態にして、シリンダ駆動部51が進退して二本のローラの連結部で、上下方向の移動を阻止し、軸方向を水平面で屈曲させて約「く」の字状に配列するものである。
この先端支持部材6の揺動アーム62の揺動角度や挙動は、押圧ローラ支持部材3と揺動中心軸31と同軸であっても、押圧ローラ支持部材3とは異なるものであるので、揺動アーム62は独立した専ら先端部54を吊り下げ式に支持し上下方向の屈曲を防止する構成である。
The tip 54 is configured such that when concrete or the like is discharged to the rubber seal 2, a very large load is applied, and the central bearings 35a and 35b at the connecting part of the two rollers 41a and 41b can be bent. Therefore, as shown in FIG. 6, a tip support member 6 that is a suspended swing support member is provided to prevent bending in the vertical direction.
The swing center shaft 61 of the tip support member 6 is coaxial with the shaft 31 of the pressure roller support member 3, and the other end of the swing arm 62 is fixed to the upper end portion 57 of the central bearing frame 542 of the tip portion 54. In other words, in a suspended state, the cylinder drive unit 51 moves forward and backward to prevent vertical movement at the connecting part of the two rollers, and the axial direction is bent in a horizontal plane and arranged in an approximately “<” shape. To do.
The swing angle and behavior of the swing arm 62 of the tip support member 6 are different from those of the press roller support member 3 even if they are coaxial with the press roller support member 3 and the swing center shaft 31. The moving arm 62 is configured to prevent the bending in the vertical direction by independently supporting the tip 54 in a suspended manner.

次に、挾圧部材7について説明するが、図1及び図6に示すように、対向して揺動する一対の押圧ローラ支持部材3の対向するばね係止部37に収縮付勢されたコイルばね72をばね収縮力を調節しうる固定部材371で所望の強さで掛け渡し、互いに挾圧する方向に常に付勢するようにして、図5(a)に示すように、ラバーシール2を押圧してゲートを閉口状態Aとする際には前記シリンダーによって二本のローラの配列を直線状として挟圧し、図5(b)に示すように、開口初期段階では、先ず、シリンダ駆動軸51が後退(矢印x)して先端部54も後退するが、押圧ローラ支持部材3の両端部の連結フレーム33はコイルばね72の挾圧力によって後退を阻止され(矢印y)、二本のローラの連結部を先端部54を屈曲点としてほぼ「く」の字状Bに配列し、閉口状態の開口線Zに対して、ローラ軸線42が平行でなく斜めとなり、全体では断面菱形開口Bとなり、更に、初期段階から通常段階へは徐々に開口面積を大きくしていくが、図5(c)に示すように、ゲートを全開状態とする通常段階Cではシリンダー駆動軸51が更に退出し、軸受け枠体341の後端部が連結フレーム33に当接して、押圧ローラ支持部材3も後退することによってラバーシールの開口断面Cが円形となるようにローラ4を外側に退避させる。なお、この時のコイルばね72は伸びた状態のままであり互いに挾圧する方向に常に付勢している。
この図5(a)と図5(c)の状態の具体的構成を示したのが、図6及び図7であり、図6において、その右半分は図5(a)の閉口状態Aのとき、開口中心線である二点鎖線Zの左半分は図5(b)の全開開口状態Cのときのそれぞれ中央部の断面図であり、同様に、図7において、その右半分は図5(a)の閉口状態Aのとき、左半分は図5(b)の全開開口状態Cのときのそれぞれ主要部の平面図である。
逆に、閉口工程は逆工程となり円形開口C、菱形開口Bから閉口状態Aとなる。
Next, the pressing member 7 will be described. As shown in FIGS. 1 and 6, as shown in FIGS. 1 and 6, the coil is contracted and urged by the opposing spring engaging portions 37 of the pair of pressing roller support members 3 that swing oppositely. As shown in FIG. 5 (a), the rubber member 2 is pressed in such a manner that the spring 72 is spanned with a desired strength by a fixing member 371 capable of adjusting the spring contraction force, and is always urged in the direction of mutual compression. Then, when the gate is in the closed state A, the cylinder is clamped with the arrangement of the two rollers linearly, and as shown in FIG. The tip 54 also moves backward (arrow x), but the connecting frames 33 at both ends of the pressing roller support member 3 are prevented from moving backward by the coil spring 72 pressure (arrow y), and the two rollers are connected. The part is arranged in the shape of the letter “B” with the tip 54 as the bending point, and the mouth is closed The roller axis 42 is not parallel to the opening line Z, but is slanted to form a rhombus opening B as a whole, and the opening area is gradually increased from the initial stage to the normal stage. ), In the normal stage C in which the gate is fully opened, the cylinder drive shaft 51 is further retracted, the rear end portion of the bearing frame body 341 is brought into contact with the connecting frame 33, and the pressing roller support member 3 is also retracted. As a result, the roller 4 is retracted outward so that the opening cross section C of the rubber seal becomes circular. At this time, the coil springs 72 remain in an extended state and are always biased in a direction in which they are pressed against each other.
FIGS. 6 and 7 show a specific configuration of the states of FIGS. 5A and 5C. In FIG. 6, the right half of the closed state A in FIG. 5A is shown. The left half of the two-dot chain line Z, which is the opening center line, is a cross-sectional view of the center portion in the fully open opening state C of FIG. 5B. Similarly, in FIG. 7, the right half of FIG. In the closed state A of FIG. 5A, the left half is a plan view of the main part in the fully open open state C of FIG.
On the contrary, the closing process is the reverse process, and the closed state A is reached from the circular opening C and the diamond opening B.

この「く」の字状の傾斜角度は、具体的には各ローラ41a,41bの長さ約40cm(一対のローラでは約80cm)に対して片側5〜10cm(全体で開口直径10〜20cm)の幅が適当であり、直径5cm以下の砂利を含む生コンクリートをスムースに通過させて排出する。軸受け枠体341の後端部が連結フレーム33に当接するまでの距離は、開口全体が円形近くになるように開口させるが、約「く」の字状(全体として菱形)若しくは半楕円形(全体としては楕円形)の屈曲度合いを規制するためのもので、この距離を調節して適切(この最適な距離(幅)は生コンクリートの組成によっても異なる。)な約「く」の字状、若しくは(及び、又は)、半楕円形状の開口を実現させればよい。
更に、次のゲートを全開状態とする通常段階では二本のローラ41a,41bをラバーシール2の開口断面が円形開口C(内壁直径約50cm)となるように、シリンダ駆動軸51の後退に伴って押圧ローラ支持部材3を外側に退避させるためのものである。
Specifically, the angle of inclination of the "<" shape is 5 to 10 cm on one side (total opening diameter 10 to 20 cm) for each roller 41a, 41b length of about 40 cm (about 80 cm for a pair of rollers). The width of the concrete is appropriate, and the ready-mixed concrete containing gravel with a diameter of 5 cm or less is smoothly passed through and discharged. The distance until the rear end of the bearing frame 341 comes into contact with the connecting frame 33 is opened so that the entire opening is nearly circular. It is intended to regulate the degree of bending of the overall (elliptical) shape, and by adjusting this distance, it is appropriate (this optimum distance (width) varies depending on the composition of the ready-mixed concrete). Or (and / or) a semi-elliptical opening may be realized.
Further, in the normal stage in which the next gate is fully opened, the two rollers 41a and 41b are moved along with the retraction of the cylinder drive shaft 51 so that the opening cross section of the rubber seal 2 becomes a circular opening C (inner wall diameter of about 50 cm). Thus, the pressing roller support member 3 is retracted to the outside.

以上のように、実施例のコンクリート用ホッパ排出ゲートでは、ゲートを半開状態とする初期段階では二本のローラの配列を約「く」の字状として後退しラバーシールの開口断面を縦横の比率が小さい菱形開口Bとしたので、ゲートの排出断面積は同じでも、本実施例図5(b)や先行技術の図9に示すように、従来のゲート断面が縦横の比率が大きい細長い開口とは異なり、コンクリート中に混在する径の大きな砂利(直径5cm以下)等が通過し、菱形開口Bに引っ掛かることもなく、結果として菱形開口C、円形開口Dで砂利が詰まることが無くなる。また、ローラを二分割しただけの比較的簡単な構成であるので、堅牢な構造にすることができ、コンクリート製品のように重量があり、ラフな使用にも耐える構造にすることも可能である。
なお、本実施例では、二本のローラ41a,41bの連結部分に、カバー部材56が設けられ、カバー部材56のラバーシール2に接触する部分は二本のローラのラバーシールに接触する接触面とほぼ連続する挾圧面を形成し、菱形をより楕円形開口に近づけて、砂利等の通過をよりスムースにしている。
また、この実施例は、先行技術と比較しても、押圧ローラ支持部材3のばね係止部37に収縮付勢されたコイルばね72を掛け渡しているので、先行技術のシリンダ駆動軸にスプリングを設ける構成よりも、シリンダ駆動軸を短くでき、全体の幅を短くできる。更に、コイルばね72を装置の外周側面である押圧ローラ支持部材3のばね係止部37に掛け渡しているので、簡単にコイルばね72を取り替えることができ、挾圧力の設定や調整が簡単でき、メンテナンスも容易となる。
As described above, in the concrete hopper discharge gate of the embodiment, at the initial stage when the gate is in the half-open state, the arrangement of the two rollers is retreated with the shape of about “<” and the opening cross section of the rubber seal is in the aspect ratio As shown in FIG. 5 (b) and FIG. 9 of the prior art, the conventional gate cross section is a long and narrow opening having a large aspect ratio. On the other hand, gravel with a large diameter mixed in concrete (diameter 5 cm or less) or the like passes through and does not get caught in the diamond opening B, and as a result, the gravel is not clogged by the diamond opening C and the circular opening D. In addition, since the roller has a relatively simple structure that is divided into two parts, it can be made to have a robust structure, and can have a structure that is heavy like a concrete product and can withstand rough use. .
In this embodiment, the cover member 56 is provided at the connecting portion of the two rollers 41a and 41b, and the portion of the cover member 56 that contacts the rubber seal 2 is the contact surface that contacts the rubber seal of the two rollers. The pressure surface which is almost continuous is formed, and the rhombus is made closer to the elliptical opening, so that the passage of gravel and the like is made smoother.
Further, in this embodiment, even when compared with the prior art, the coil spring 72 that is contracted and urged is stretched around the spring locking portion 37 of the pressing roller support member 3, so that the spring is mounted on the cylinder drive shaft of the prior art. The cylinder drive shaft can be shortened and the overall width can be shortened as compared with the configuration in which the cylinder is provided. Furthermore, since the coil spring 72 is stretched over the spring locking portion 37 of the pressing roller support member 3 which is the outer peripheral side surface of the apparatus, the coil spring 72 can be easily replaced, and the setting and adjustment of the saddle pressure can be simplified. Maintenance is also easy.

本発明の特徴を損なうものでなければ、上記の実施例に限定されるものでないことは勿論であり、開口初期段階での開口面積を大きくするのであれば、対向する二本の押圧ローラ(計4本のローラ)に限らず、先行技術に開示されているように計6本のローラにしてもよく、更に増やしてもよい。また、用途もコンクリート用以外でも、液状物と個体とを混合するゲートとして使用しても良い。   Of course, the present invention is not limited to the above-described embodiment as long as it does not detract from the characteristics of the present invention. If the opening area at the initial stage of opening is increased, two opposing pressing rollers (total The number of rollers is not limited to four), and may be six in total as disclosed in the prior art, or may be further increased. Moreover, you may use as a gate which mixes a liquid substance and a solid | solid thing except for the use for concrete.

本発明の実施例のコンクリート用ホッパ排出ゲートの閉口状態を示す全体の断面図である。It is a whole sectional view showing the closed state of the concrete hopper discharge gate of the example of the present invention. 図1の主要部の平面図である。It is a top view of the principal part of FIG. 図1のコンクリート用ホッパ排出ゲートの全体の側面図である。It is a side view of the whole concrete hopper discharge gate of FIG. 図4(a)は、押圧ローラと押圧ローラ支持部材を上方から拡大した部分断面であり、図4(b)はその部分側面図である。FIG. 4A is a partial cross-sectional view in which the pressure roller and the pressure roller support member are enlarged from above, and FIG. 4B is a partial side view thereof. 本発明の実施例のコンクリート用ホッパ排出ゲートの作動状態を説明するゲート主要部の平面図、The top view of the gate principal part explaining the operation state of the concrete hopper discharge gate of the Example of the present invention, 右半分は図5(a)の閉口状態Aのとき、左半分は図5(c)の全開開口状態Cのときのそれぞれ中央部の断面図である。The right half is a cross-sectional view of the center portion in the closed state A of FIG. 5A, and the left half is a fully open opening state C of FIG. 5C. 右半分は図5(a)の閉口状態Aのとき、左半分は図5(c)の全開開口状態Cのときのそれぞれ主要部の平面図である。The right half is a plan view of the main part in the closed state A in FIG. 5A, and the left half is in the fully open opening state C in FIG. 5C. 図8(a)は、先行技術のコンクリート用ホッパ排出ゲートの閉口状態を示す断面図であり、図8(b)はその平面図である。Fig.8 (a) is sectional drawing which shows the closing state of the prior art concrete hopper discharge gate, FIG.8 (b) is the top view. 図9(a)は、先行技術のコンクリート用ホッパ排出ゲートの半開状態を示す断面図であり、図9(b)はその断面図である。FIG. 9A is a cross-sectional view showing a half-open state of a prior art concrete hopper discharge gate, and FIG. 9B is a cross-sectional view thereof. 先行技術のコンクリート用ホッパ排出ゲートの全開状態を示す平面図である。It is a top view which shows the fully open state of the hopper discharge gate for concrete of a prior art. 図11(a)は、従来技術のコンクリート用ホッパ排出ゲートの半開状態を示す平面図であり、図11(b)はその断面図である。FIG. 11A is a plan view showing a half-open state of a conventional concrete hopper discharge gate, and FIG. 11B is a cross-sectional view thereof.

符号の説明Explanation of symbols

A…閉口状態の開口部、B…菱形開口(半開口)、
C…円形開口(全開口)、Z…開口中心線
1…ホッパ、11…下部排出口、12…取付けバンド、12…固定フレーム、
2…ラバーシール、21…耐磨耗ゴム、22…外周ゴム、23…ナイロンハブ、
3…押圧ローラ支持部材、31…回動軸、311…リンクアーム、
32…端部フレーム、33…連結フレーム、34…軸受、341…軸受枠体、
342…固着具、343…軸受け本体、344…オイレスベアリング、
35a,35b…中央軸受、36…スラスト軸受、37…ばね係止部、
371…ばね収縮力調節固定部材、38…回動ピン、
4…ローラ、41a,41b,41a',41b'…押圧ローラ、42a,42b…ローラ軸、
45a,45b…球面凸部、
5…シリンダ、51…シリンダ駆動軸、52…シリンダ取付部材、
53…シリンダ本体部、54…先端部、541a,541b…軸受取付部、
542…中央軸受枠体、55…連結部材、56…カバー部材、57…上端部、
6…先端支持部材、61…揺動中心軸、62…揺動アーム、
7…挾圧部材、72…コイルばね、
A: Opening in a closed state, B: Diamond opening (half opening),
C: Circular opening (full opening), Z: Center line of opening 1 ... Hopper, 11 ... Lower outlet, 12 ... Mounting band, 12 ... Fixed frame,
2 ... Rubber seal, 21 ... Abrasion resistant rubber, 22 ... Outer rubber, 23 ... Nylon hub,
3 ... Pressing roller support member, 31 ... Rotating shaft, 311 ... Link arm,
32 ... End frame, 33 ... Connection frame, 34 ... Bearing, 341 ... Bearing frame,
342 ... Fixing tool, 343 ... Bearing body, 344 ... Oiles bearing,
35a, 35b ... central bearing, 36 ... thrust bearing, 37 ... spring locking part,
371 ... Spring contraction force adjustment fixing member, 38 ... Turning pin,
4 ... roller, 41a, 41b, 41a ', 41b' ... pressure roller, 42a, 42b ... roller shaft,
45a, 45b ... spherical convex part,
5 ... Cylinder, 51 ... Cylinder drive shaft, 52 ... Cylinder mounting member,
53 ... Cylinder body, 54 ... Tip, 541a, 541b ... Bearing mounting part,
542 ... Center bearing frame, 55 ... Connecting member, 56 ... Cover member, 57 ... Upper end,
6 ... tip support member, 61 ... swing center shaft, 62 ... swing arm,
7 ... Reed pressure member, 72 ... Coil spring,

Claims (4)

ホッパの排出口に筒状のラバーシールを取付け、該ラバーシールの外側に複数のローラからなる押圧ローラ支持部材がラバーシールを挟んで対向する位置に配設され、前記押圧ローラ支持部材がシリンダの伸縮によってラバーシールを押圧し、ゲートの開閉を行うコンクリート用排出ゲートにおいて、前記押圧ローラ支持部材の二本のローラの配列を直線状と約「く」の字状とに配列する一対のシリンダーを設け、前記対向するローラの外側軸を支持する支持部材を設け、該対向する支持部材を挾圧部材によって互いに挾圧する方向に常に付勢するようにし、ラバーシールを押圧してゲートを閉口状態とする際には前記シリンダーによって二本のローラの配列を直線状として挟圧し、開口初期段階では二本のローラの連結部を屈曲させて約「く」の字状に配列し、ゲートを全開状態とする通常段階では前記シリンダーによってラバーシールの開口断面が円形となるようにローラを外側に退避させたことを特徴とするコンクリート用ホッパ排出ゲート。   A cylindrical rubber seal is attached to the discharge port of the hopper, and a pressure roller support member composed of a plurality of rollers is disposed outside the rubber seal at a position facing the rubber seal, and the pressure roller support member is disposed on the cylinder. In a concrete discharge gate that presses the rubber seal by expansion and contraction and opens and closes the gate, a pair of cylinders that arrange the two rollers of the pressing roller support member into a linear shape and an approximately "<" shape are arranged. A supporting member for supporting the outer shaft of the opposing roller is provided, and the opposing supporting member is always urged in a direction in which they are pressed against each other by the pressing member, and the rubber seal is pressed to close the gate. When the two rollers are linearly clamped by the cylinder, the connecting portion of the two rollers is bent at the initial stage of opening to obtain approximately “ Shape arranged in concrete hoppers discharge gate in a normal stage of the gate fully opened, characterized in that the opening cross section of the rubber seal by the cylinder is retracted the rollers outwardly so that the circular ". 前記ローラの支持部材の中央に位置する前記押圧ローラ支持部材の二本のローラを連結する部分には該ローラの為の軸受部材が設けられ、該軸受部材は二本のローラが約「く」の字状に屈曲可能で且つ回転可能な一対の球面軸受部材であることを特徴とする請求項1に記載のコンクリート用ホッパ排出ゲート。   A bearing member for the roller is provided at a portion connecting the two rollers of the pressing roller support member located at the center of the support member of the roller. The hopper discharge gate for concrete according to claim 1, wherein the concrete hopper discharge gate is a pair of spherical bearing members that can be bent in a shape of a circle and rotate. 前記軸受部材には該軸受部材を覆うようにカバー部材が設けられ、該カバー部材の前記ラバーシールに接触する部分は二本のローラのラバーシールに接触する接触面とほぼ連続する挾圧面を形成することを特徴とする請求項1又は請求項2に記載のコンクリート用ホッパ排出ゲート。   A cover member is provided on the bearing member so as to cover the bearing member, and a portion of the cover member that contacts the rubber seal forms a compression surface that is substantially continuous with a contact surface that contacts the rubber seal of the two rollers. The concrete hopper discharge gate according to claim 1, wherein the hopper discharge gate is for concrete. 前記押圧ローラ支持部材の二本のローラを連結する部分には、押圧ローラ支持部材とは独立した上下方向の屈曲を防止する揺動支持部材を設けたことを特徴とする請求項1乃至請求項3に記載のコンクリート用ホッパ排出ゲート。   The rocking support member for preventing bending in the vertical direction independent of the pressure roller support member is provided at a portion connecting the two rollers of the pressure roller support member. The hopper discharge gate for concrete according to 3.
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CN106827211A (en) * 2017-01-03 2017-06-13 佛山石湾鹰牌陶瓷有限公司 A kind of ceramic brick feeding bucket and use its production system and method
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CN109159303A (en) * 2018-10-16 2019-01-08 珠海仕高玛机械设备有限公司 A kind of novel discharge gate structure
CN109227939A (en) * 2018-10-16 2019-01-18 珠海仕高玛机械设备有限公司 A kind of generous amount UHPC high performance concrete blender structure

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