JP2005199573A - Abrasion buffering method, abrasion buffering device, and concrete kneading machine - Google Patents

Abrasion buffering method, abrasion buffering device, and concrete kneading machine Download PDF

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JP2005199573A
JP2005199573A JP2004008717A JP2004008717A JP2005199573A JP 2005199573 A JP2005199573 A JP 2005199573A JP 2004008717 A JP2004008717 A JP 2004008717A JP 2004008717 A JP2004008717 A JP 2004008717A JP 2005199573 A JP2005199573 A JP 2005199573A
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passage
wall surface
solid
solid matter
concrete
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JP4550435B2 (en
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Akira Uchida
明 内田
Shoei Koseki
昭英 小関
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Maeda Corp
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Maeda Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an abrasion buffering method which can prevent the abrasion of the wall surface of a prescribed passage by the collision of solids having certain sizes when the solids are moved in the passage, an abrasion buffering device, and concrete kneading machine. <P>SOLUTION: The abrasion buffering device 1, when the solids 10 having certain sizes are moved in the passage 11, prevents the abrasion of the wall surface 12 of the passage 11 by the collision of the solids 10. Just in front of a part 13 supposed to collide with the solids 10 in the wall surface 12 of the passage 11, the solids 10 are made to collide with a collision member 14 to change the moving direction of the solids 10 to be separated from the wall surface of the passage, so that the solids are prevented from colliding with the wall surface 12 of the passage 11. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、摩耗緩衝方法、摩耗緩衝装置及びコンクリート混練装置に関する。   The present invention relates to a wear buffering method, a wear buffering device, and a concrete kneading device.

従来、コンクリートを所定の通路を通すことによりコンクリートの分割及び結合を繰り返して、混練する装置が知られている。このような混練装置は、大量のコンクリートを連続的に混練できるので、作業効率が向上する。   2. Description of the Related Art Conventionally, there is known an apparatus for kneading concrete by repeatedly dividing and joining the concrete by passing the concrete through a predetermined passage. Since such a kneading apparatus can knead a large amount of concrete continuously, the working efficiency is improved.

しかしながら、従来のコンクリートを通路内で混練する装置は、コンクリートに含まれる骨材が通路の壁面に衝突して、壁面が摩耗するという問題があった。   However, the conventional apparatus for kneading concrete in the passage has a problem that the aggregate contained in the concrete collides with the wall surface of the passage and wears the wall surface.

このような問題は、コンクリートの混練装置に限らず、ある程度大きな粒子を含む流体を配管によって搬送する場合、或いは鋼材など各種の物体を落下させ、その落下方向を変換することによって所定の場所に搬送する場合などにも同様に発生する。   Such problems are not limited to concrete kneaders, but when a fluid containing a certain amount of particles is transported by piping, or various objects such as steel are dropped and transported to a predetermined place by changing the falling direction. This also occurs in the same way.

本発明は、このような問題に鑑みなされたもので、ある程度の大きさを有する固形物が所定の通路を移動する際に、通路の壁面が固形物の衝突によって摩耗するのを防止できる摩耗緩衝装方法、摩耗緩衝装置及びコンクリート混練装置の提供を課題とする。   The present invention has been made in view of such a problem. When a solid material having a certain size moves through a predetermined passage, the wear buffer capable of preventing the wall surface of the passage from being worn by the collision of the solid matter. It is an object of the present invention to provide a mounting method, a wear buffering device, and a concrete kneading device.

本発明は、前記課題を解決するため、以下の手段を採用した。すなわち、本発明は、一定以上の大きさを有する固形物が所定の通路を移動する際に、前記固形物の衝突によって前記通路の壁面が摩耗するのを防止する摩耗緩衝方法であって、前記通路の壁面における前記固形物が衝突すると想定される部分の直前で、前記固形物を被衝突部材に衝突させて前記固形物の移動方向を前記通路の壁面から離れる方向に変換することにより、前記固形物が前記通路の壁面に衝突するのを防止することを特徴とする。   The present invention employs the following means in order to solve the above problems. That is, the present invention is a wear buffering method for preventing a wall surface of the passage from being worn by a collision of the solid when a solid having a certain size or more moves in a predetermined passage, Immediately before the portion where the solid matter on the wall surface of the passage is supposed to collide, the solid matter is caused to collide with a member to be collided, and the moving direction of the solid matter is changed to a direction away from the wall surface of the passage. The solid material is prevented from colliding with the wall surface of the passage.

本発明では、固形物が通路の壁面に衝突するの防止できるので、通路の壁面が摩耗するのを防止できる。なお、ここで対象とする固形物の大きさはその材質、重量、通路の壁面の材質などに応じて、適宜設定できる。   In the present invention, since the solid matter can be prevented from colliding with the wall surface of the passage, it is possible to prevent the wall surface of the passage from being worn. In addition, the magnitude | size of the solid object made into object here can be suitably set according to the material, weight, the material of the wall surface of a channel | path, etc.

ここで、前記固形物は落下する物体であり、前記通路は前記固形物の移動通路であり、前記被衝突部材は前記壁面から突出しており、前記固形物が前記通路を移動する際に、前記固形物が前記壁面に衝突する直前に前記固形物を前記被衝突部材に衝突させ、前記固形物の移動方向を前記壁面から離れる方向に変換することにより、前記物体が前記壁面に衝突するのを防止することができる。   Here, the solid matter is a falling object, the passage is a movement passage of the solid matter, the colliding member protrudes from the wall surface, and when the solid matter moves through the passage, Immediately before the solid object collides with the wall surface, the solid object collides with the colliding member, and the moving direction of the solid object is changed to a direction away from the wall surface, whereby the object collides with the wall surface. Can be prevented.

また、前記固形物はコンクリートに含まれる骨材などであり、前記通路は前記コンクリートの移動通路であり、前記コンクリートが前記移動通路を移動する際に、前記骨材などが前記壁面衝突する直前に前記骨材を前記被衝突部材に衝突させ、前記骨材などの固形物の移動方向を前記壁面から離れる方向に変換することにより、前記骨材などの固形物が前記壁面に衝突するのを防止することができる。   Further, the solid matter is an aggregate included in concrete, the passage is a movement path of the concrete, and the aggregate or the like immediately before the wall collides when the concrete moves through the movement path. The aggregate is prevented from colliding with the wall surface by causing the aggregate to collide with the impacted member and changing the moving direction of the solid material such as the aggregate to a direction away from the wall surface. can do.

上記の固形物としてはコンクリートに含まれる骨材以外に鋼材、砂、砂利又は土砂などを例示できる。この場合は、鋼材、砂、砂利又は土砂などを落下させると共に通路内に傾
斜板を設けて鋼材、砂、砂利又は土砂などの落下方向を変換することによって、鋼材、砂、砂利又は土砂などを所定の場所に搬送する場合に、傾斜板が鋼材、砂、砂利又は土砂などの衝突によって摩耗するのを防止できる。また、前記固形物はコンクリート以外の流体や粉体などの混合物に含まれていても良い。
Examples of the solid matter include steel materials, sand, gravel, and earth and sand in addition to aggregates contained in concrete. In this case, steel, sand, gravel or earth and sand are dropped and an inclined plate is provided in the passage to change the falling direction of the steel, sand, gravel or earth and sand, thereby removing steel, sand, gravel or earth and sand. When transported to a predetermined place, it is possible to prevent the inclined plate from being worn by collision with steel, sand, gravel, earth or sand. The solid matter may be contained in a mixture other than concrete, such as a fluid or powder.

更に、前記被衝突部材は、前記通路の壁面からの突出寸法を調整可能にするのが好ましい。この場合は、被衝突部材が摩耗してその突出寸法が小さくなった場合に、その突出寸法を規定の長さに戻すことにより、被衝突部材を交換する必要がない。   Furthermore, it is preferable that the collision target member can adjust a projecting dimension from the wall surface of the passage. In this case, when the member to be collided is worn and its projecting dimension becomes small, it is not necessary to replace the collided member by returning the projecting dimension to a specified length.

本発明は、一定以上の大きさを有する固形物が所定の通路を移動する際に、前記固形物の衝突によって前記通路の壁面が摩耗するのを防止する摩耗緩衝装置であって、前記壁面の前記固形物が衝突すると想定される部分の直前に設けられ、前記通路の壁面から所定寸法だけ突出した被衝突部材を有することを特徴とする。   The present invention is a wear buffering device for preventing the wall surface of the passage from being worn by a collision of the solid material when a solid material having a certain size or more moves in a predetermined passage. It is provided just before the part assumed that the said solid substance collides, and it has the to-be-collided member which protruded only the predetermined dimension from the wall surface of the said channel | path.

本発明では、簡単な構成で通路の壁面が固形物の衝突によって摩耗するのを防止できる。   According to the present invention, it is possible to prevent the wall surface of the passage from being worn by a solid collision with a simple configuration.

ここで、前記被衝突部材は前記通路の壁面に螺入されたネジ部材、又は楔などによって移動自在に取り付けられる棒状部材若しくは板状部材とするのが好ましい。この場合は、被衝突部材の突出寸法を簡単に調整できる。   Here, the impacted member is preferably a screw member screwed into the wall surface of the passage, or a rod-like member or a plate-like member that is movably attached by a wedge or the like. In this case, the protruding dimension of the impacted member can be easily adjusted.

また、本発明は、上記摩耗緩衝装置を有し、前記固形物はコンクリートに含まれる骨材などであり、前記通路はコンクリートの混練用通路であることを特徴とする。   Moreover, this invention has the said wear buffering apparatus, The said solid substance is the aggregate etc. which are contained in concrete, The said channel | path is a channel | path for kneading | mixing of concrete, It is characterized by the above-mentioned.

本発明では、簡単な構成でコンクリートの混練用通路における壁面が骨材などの衝突によって摩耗するのを防止できる。   According to the present invention, it is possible to prevent the wall surface in the concrete kneading passage from being worn by collision of aggregates or the like with a simple configuration.

なお、上記の各構成は、本発明の趣旨を逸脱しない限り、互いに組み合わせることが可能である。   The above-described configurations can be combined with each other without departing from the spirit of the present invention.

以上説明したように、本発明によれば、一定以上の大きさを有する固形物によってその通路の壁面が摩耗するのを防止できるので、部品の寿命を長くすることができ、交換作業が不要になると共に、信頼性向上及びコストダウンが可能になる。   As described above, according to the present invention, it is possible to prevent the wall surface of the passage from being worn by a solid material having a certain size or more, so that the life of the parts can be extended and replacement work is unnecessary. In addition, reliability can be improved and costs can be reduced.

(第1実施形態)
以下、本発明の第1実施形態を添付した図1から図2に基づいて説明する。図1に示すように、本発明に係る第1実施形態の摩耗緩衝装置1は、一定以上の大きさを有する固形物が通路11内を移動する際に、固形物10の衝突によって通路11の壁面12が摩耗するのを防止するように構成されている。
(First embodiment)
Hereinafter, a first embodiment of the present invention will be described with reference to FIGS. As shown in FIG. 1, the wear buffering device 1 according to the first embodiment of the present invention is configured such that when a solid material having a certain size or more moves in the passage 11, The wall surface 12 is configured to be prevented from being worn.

すなわち、この摩耗緩衝装置1は、通路11の壁面12における固形物10が衝突すると想定される部分13の直前に、被衝突部材であるネジ部材14が設けられている。このネジ部材14は、通路11の壁面12から所定寸法だけ突出している。   That is, the wear buffer 1 is provided with a screw member 14 as a member to be collided immediately before a portion 13 where the solid object 10 on the wall surface 12 of the passage 11 is supposed to collide. The screw member 14 protrudes from the wall surface 12 of the passage 11 by a predetermined dimension.

本例では、固形物10が通路11を落下し、その途中に傾斜板15が設けられている。そして、固形物10は、傾斜板15の傾斜面である壁面12から突出するネジ部材14に衝突して、壁面12から離れる方向に移動する。なお、図1中の符号16は補強部材である。   In this example, the solid material 10 falls through the passage 11, and an inclined plate 15 is provided in the middle thereof. Then, the solid material 10 collides with the screw member 14 protruding from the wall surface 12 which is the inclined surface of the inclined plate 15 and moves in a direction away from the wall surface 12. In addition, the code | symbol 16 in FIG. 1 is a reinforcement member.

この摩耗緩衝装置1では、固形物10が壁面12に衝突するのを防止できるので、壁面12が固形物10によって摩耗するのを防止できる。   In the wear buffering device 1, the solid material 10 can be prevented from colliding with the wall surface 12, and thus the wall surface 12 can be prevented from being worn by the solid material 10.

仮に、上記のネジ部材14を設けない場合を想定すると、図2に示すように、固形物10が壁面12の一部分13に直接衝突するので、壁面12が早期に摩耗する。そして、壁面12の摩耗量が大きくなると通路11が破損し、通路11内を流体が流れている場合には、この流体が通路の外側に漏出してしまう。   If it is assumed that the screw member 14 is not provided, the solid material 10 directly collides with a part 13 of the wall surface 12 as shown in FIG. When the wear amount of the wall surface 12 increases, the passage 11 is damaged, and when fluid flows through the passage 11, the fluid leaks to the outside of the passage.

また、傾斜板15を早期に交換する必要があるので、部品交換により作業が中断すると共に、作業工数の増大及びコストアップを招き、信頼性も低下する。   In addition, since it is necessary to replace the inclined plate 15 at an early stage, the work is interrupted by the replacement of parts, and the number of work steps is increased and the cost is increased, thereby reducing the reliability.

これに対して、本発明の摩耗緩衝装置1は固形物10の衝突による壁面12の摩耗を防止できるので、通路11の破損を防止できる。これにより、通路11内を流体が流れている場合でも、この流体が通路11外に漏出するのを防止できる。   On the other hand, the wear buffer 1 of the present invention can prevent the wear of the wall surface 12 due to the collision of the solid material 10, and thus can prevent the passage 11 from being damaged. Thereby, even when a fluid flows in the passage 11, the fluid can be prevented from leaking out of the passage 11.

更に、傾斜板15などの部品交換作業が不要になると共に、コストダウンが可能であり、信頼性も向上する。   Furthermore, parts replacement work such as the inclined plate 15 becomes unnecessary, cost can be reduced, and reliability is improved.

(第2実施形態)
図3は、第2実施形態に係るコンクリート混練装置2を示す。このコンクリート混練装置2は、内部通路の構成が互いに異なる混練ユニット20A,20Bが交互に接続されている。最上段の混練ユニット20Aの上側には、ホッパ21が設けられている。また、最下段の混練ユニット20Bの下側には、排出口22が設けられている。
(Second Embodiment)
FIG. 3 shows a concrete kneading apparatus 2 according to the second embodiment. In the concrete kneading apparatus 2, kneading units 20A and 20B having different internal passage configurations are alternately connected. A hopper 21 is provided on the upper side of the uppermost kneading unit 20A. A discharge port 22 is provided below the lowermost kneading unit 20B.

このコンクリート混練装置2は、縦に設置される。そして、混練すべきコンクリート23は、ホッパ21から投入され、各混練ユニット20A,20B内を落下しながら混練されて排出口22から排出される。なお、図3中の符号38はコンクリート23に含まれる骨材などである。   This concrete kneading apparatus 2 is installed vertically. Then, the concrete 23 to be kneaded is fed from the hopper 21, kneaded while dropping in the kneading units 20 </ b> A and 20 </ b> B, and discharged from the discharge port 22. Note that reference numeral 38 in FIG. 3 denotes an aggregate included in the concrete 23.

混練ユニット20A,20Bは、コンクリート23に圧縮力及びせん断力を繰り返しかけて混練するように構成されている。すなわち、一方の混練ユニット20Aは、図4に示すように、その入り口30が仕切壁31によって図4中の左右方向に二分割され、2つの入り口30A,30Bが設けられている。   The kneading units 20A and 20B are configured to knead the concrete 23 by repeatedly applying a compressive force and a shearing force. That is, as shown in FIG. 4, one kneading unit 20 </ b> A has its inlet 30 divided into two in the left-right direction in FIG. 4 by a partition wall 31, and two inlets 30 </ b> A and 30 </ b> B are provided.

また、この混練ユニット20Aの出口32は、仕切壁33によって、図4中の上下方向に二分割され、2つの出口32A,32Bが設けられている。   Further, the outlet 32 of the kneading unit 20A is divided into two in the vertical direction in FIG. 4 by the partition wall 33, and two outlets 32A and 32B are provided.

そして、上記の左右に二分割された入り口30A,30Bのうち左側の入り口30Aと、上下に二分割された出口32A,32Bのうち上側の出口32Aとが、通路34Aによって接続されている。   The left entrance 30A of the left and right entrances 30A and 30B and the upper exit 32A of the up and down exits 32A and 32B are connected by a passage 34A.

通路34Aは、入り口30Aが縦長で、出口32Aが横長になっている。そして、入り口30A側から出口32A側にかけて縦長から徐々に横長に変形している。これによって、通路34A内を通過するコンクリート23に圧縮力及びせん断力が作用して混練される。   The passage 34A has an entrance 30A that is vertically long and an exit 32A that is horizontally long. And it is gradually deformed from vertically long to horizontally long from the entrance 30A side to the exit 32A side. As a result, the compressive force and the shearing force act on the concrete 23 passing through the passage 34A and are kneaded.

もう一方の混練ユニット20Bは、他方の混練ユニット20Aと略同形状であるが、左側の入り口30Aが通路35Aによって下側の出口32Bに接続され、右側の入り口30Bが通路35Bによって上側の出口32Aに接続されている。   The other kneading unit 20B has substantially the same shape as the other kneading unit 20A, but the left inlet 30A is connected to the lower outlet 32B by the passage 35A, and the right inlet 30B is connected to the upper outlet 32A by the passage 35B. It is connected to the.

上側の混練ユニット20Aの上側の出口32Aから排出されたコンクリート23は、下側の混練ユニット20Bの左右に分割された入り口30A,30Bによって二分割され、その後通路34A,34Bを通過する際に圧縮力及びせん断力が作用する。   The concrete 23 discharged from the upper outlet 32A of the upper kneading unit 20A is divided into two by the left and right inlets 30A and 30B of the lower kneading unit 20B, and then compressed when passing through the passages 34A and 34B. Force and shear force are applied.

また、上側の混練ユニット20Bの下側の出口32Bから排出されたコンクリート23は、下側の混練ユニット20Bの左右に分割された入り口30A、30Bによって二分割され、その後通路34A、34Bを通過する際に圧縮力及びせん断力が作用する。   Further, the concrete 23 discharged from the lower outlet 32B of the upper kneading unit 20B is divided into two by the inlets 30A and 30B divided into the left and right of the lower kneading unit 20B, and then passes through the passages 34A and 34B. At that time, compressive force and shear force act.

各混練ユニット20A、20B(20Aのみ図示)には、図5にも示すように、上記の摩耗緩衝装置1(図1参照)が設けられている。以下の説明では、一方の混練ユニット20Aについて説明するが、もう一方の混練ユニット20Bについても同様である。   Each kneading unit 20A, 20B (only 20A is shown) is provided with the above-described wear buffering device 1 (see FIG. 1) as shown in FIG. In the following description, one kneading unit 20A will be described, but the same applies to the other kneading unit 20B.

摩耗緩衝装置1は、混練ユニット20Aの両方の通路34A,34Bにおける入り口30A,30B側にそれぞれ設けられている。通路34A,34Bは、上記のように入り口側30A,30B側が縦長であり、出口32A,32B側が横長である。   The wear buffer 1 is provided on the side of the inlets 30A and 30B in both the passages 34A and 34B of the kneading unit 20A. As described above, the passages 34A and 34B are vertically long on the inlet side 30A and 30B side, and are horizontally long on the outlet 32A and 32B side.

また、通路34A,34Bは、入り口30A,30B側から出口32A,32B側にかけて略くの字状に屈曲形成されている。なお、通路34Aと通路34Bは互いに反対側に屈曲している。   Further, the passages 34A, 34B are bent and formed in a substantially square shape from the inlets 30A, 30B side to the outlets 32A, 32B side. The passage 34A and the passage 34B are bent to the opposite sides.

摩耗緩衝装置1は、そのネジ部材14が通路34A,34Bの上向きの傾斜面36A,36Bから突出するように設けられている。本例では、入り口30A,30Bの直下に配置された傾斜面36A,36Bから、突出寸法を調整可能な部材、本例ではネジ部材14が所定の寸法だけ突出している。この傾斜面36A,36Bは、上記の壁面12(図1参照)に相当する。   The wear buffer 1 is provided such that the screw member 14 protrudes from the upward inclined surfaces 36A and 36B of the passages 34A and 34B. In this example, a member capable of adjusting the projecting dimension, in this example, the screw member 14 projects by a predetermined dimension from the inclined surfaces 36A and 36B arranged immediately below the entrances 30A and 30B. The inclined surfaces 36A and 36B correspond to the wall surface 12 (see FIG. 1).

ネジ部材14は、図6に示すように、傾斜面36A,36Bの大きさと、骨材38の大きさに応じて適宜な本数が設けられる。本例では、各傾斜面36A,36にネジ部材14がそれぞれ3個ずつ設けられているが、1〜2本又は4本以上でも良い。   As shown in FIG. 6, the screw member 14 is provided with an appropriate number according to the size of the inclined surfaces 36 </ b> A and 36 </ b> B and the size of the aggregate 38. In this example, three screw members 14 are provided on each of the inclined surfaces 36A and 36, but may be one, two, or four or more.

次に、このコンクリート混練装置2の作用を説明する。図5に示すように、ホッパ21(図3参照)から投入されたコンクリート23は、混練ユニット20Aの入り口30A,30Bで二分割され、それぞれ通路34A,34Bを落下する。   Next, the operation of the concrete kneading apparatus 2 will be described. As shown in FIG. 5, the concrete 23 put in from the hopper 21 (see FIG. 3) is divided into two at the entrances 30A and 30B of the kneading unit 20A, and falls in the passages 34A and 34B, respectively.

このとき、通路34A,34B内に設けられた上向きの傾斜面36A,36Bの直上から落下した骨材38は、傾斜面36A,36Bから突出しているネジ部材14に衝突して、その落下方向が傾斜面36A,36Bから離れる方向に変換される。   At this time, the aggregate 38 dropped from directly above the upward inclined surfaces 36A and 36B provided in the passages 34A and 34B collides with the screw member 14 protruding from the inclined surfaces 36A and 36B, and the direction of the fall is It is converted in a direction away from the inclined surfaces 36A, 36B.

これにより、傾斜面36A,36Bに、骨材38が衝突するのを防止できるので、骨材38の衝突による傾斜面36A,36Bの摩耗を防止できる。但し、傾斜面36A,36Bには、コンクリート23に含まれる比較的細かい粒子が衝突するので、これによる摩耗は発生するが、その摩耗量は非常に小さい。   Accordingly, the aggregate 38 can be prevented from colliding with the inclined surfaces 36A and 36B, and therefore the wear of the inclined surfaces 36A and 36B due to the collision of the aggregate 38 can be prevented. However, since relatively fine particles contained in the concrete 23 collide with the inclined surfaces 36A and 36B, wear due to this occurs, but the wear amount is very small.

一方ネジ部材14の通路34A,34B側の先端部は、骨材38の衝突によって摩耗する。そして、ネジ部材14の摩耗量が大きく、ネジ部材14の傾斜面36A,36Bからの突出量が規定値より小さくなった場合には、ネジ部材14を通路34A,34B内にねじ込み、傾斜面36A,36Bからの突出量を規定値に合わせる。   On the other hand, the distal end portion of the screw member 14 on the side of the passages 34A and 34B is worn by the collision of the aggregate 38. When the amount of wear of the screw member 14 is large and the amount of protrusion of the screw member 14 from the inclined surfaces 36A and 36B becomes smaller than a specified value, the screw member 14 is screwed into the passages 34A and 34B, and the inclined surface 36A is obtained. , 36B is adjusted to the specified value.

なお、ネジ部材14の通路34A,34B側の先端部の摩耗量が一定以上になった場合
は、交換する必要がある。この場合、ネジ部材14の先端部に形成されたネジ山が変形して、ネジ部材14を逆方向に回して引き抜くことができなくなる。
It should be noted that when the amount of wear at the tip of the screw member 14 on the side of the passages 34A, 34B exceeds a certain level, it must be replaced. In this case, the screw thread formed at the tip of the screw member 14 is deformed, and the screw member 14 cannot be pulled out in the reverse direction.

そこで、本例では、頭部の付いていないネジを使用することによって、通路34A,34B側から簡単に引き抜けるようにした。ネジ部材14としては、頭部の付いているネジを使用することもできる。   Therefore, in this example, a screw without a head is used so that it can be easily pulled out from the side of the passages 34A and 34B. As the screw member 14, a screw with a head can be used.

上記のように、このコンクリート混練装置2は、通路34A,34Bの壁面における骨材38などが衝突する部分の摩耗量を抑制できるので、部品交換によるコンクリート混練作業の中断を防止できると共に、交換作業等の省略、コストダウン及び信頼性の向上が可能になる。   As described above, the concrete kneading apparatus 2 can suppress the wear amount of the portion where the aggregate 38 and the like collide with the wall surfaces of the passages 34A and 34B. Etc., cost reduction, and improvement in reliability are possible.

なお、上記の実施形態では、コンクリート23を混練する場合について説明したが、本発明はこれに限らず、ある程度の大きさを有する固形物又は固形物を含む流体が通路を移動する際に、通路の壁面が固形物の衝突によって摩耗するおそれがある場合に好適である。   In the above-described embodiment, the case where the concrete 23 is kneaded has been described. However, the present invention is not limited to this, and when the solid material having a certain size or a fluid containing the solid material moves through the passage, the passage This is suitable when there is a possibility that the wall surface of the metal wears due to the collision of solid matter.

このような場合としては、鋼材、砂、砂利若しくは土砂などを落下させて傾斜面で方向変換し所定の場所に搬送する場合などを例示できる。   Examples of such a case include a case where steel material, sand, gravel, earth or sand, etc. are dropped, changed in direction on an inclined surface, and transported to a predetermined place.

また、上記の実施形態では、ネジ部材14を一列のみ設けた場合について説明したが、図7に示すように、骨材38などの量やその他の条件に応じてネジ部材14を複数列に亘って設けることもできる。   In the above embodiment, the case where only one row of the screw members 14 is provided has been described. However, as shown in FIG. 7, the screw members 14 are arranged in a plurality of rows according to the amount of aggregate 38 and other conditions. It can also be provided.

更に、図8に示すように、被衝突部材としてネジ部材14に代えて楔40で移動自在に取り付けられた棒状部材41又は板状部材などを使用できる。棒状部材は断面が円形に限らず多角形でも良い。また、ネジ部材14に代えて、楔以外の適宜な手段で移動自在に取り付けられた棒状部材若しくは板状部材を使用できる。   Further, as shown in FIG. 8, a rod-like member 41 or a plate-like member that is movably attached by a wedge 40 instead of the screw member 14 can be used as a collision target member. The rod-shaped member is not limited to a circular cross section, and may be a polygon. Moreover, it replaces with the screw member 14, and can use the rod-shaped member or plate-shaped member which was attached movably by appropriate means other than a wedge.

第1実施形態に係る摩耗緩衝装置を示す断面図である。It is sectional drawing which shows the wear buffering apparatus which concerns on 1st Embodiment. 摩耗緩衝装置を設けない場合の摩耗状態を示す断面図である。It is sectional drawing which shows the abrasion state when not providing an abrasion buffer. 第2実施形態に係るコンクリート混練装置の外観図である。It is an external view of the concrete kneading apparatus which concerns on 2nd Embodiment. 第2実施形態に係る混練ユニットを示す斜視図である。It is a perspective view which shows the kneading unit which concerns on 2nd Embodiment. 第2実施形態に係る混練ユニットを示す断面図である。It is sectional drawing which shows the kneading | mixing unit which concerns on 2nd Embodiment. 図5のA矢視図である。It is A arrow directional view of FIG. 第2実施形態に係るネジ部材の配置を示す別の実施例を示す図である。It is a figure which shows another Example which shows arrangement | positioning of the screw member which concerns on 2nd Embodiment. 第2実施形態に係る被緩衝部材の別の例を示す断面図である。It is sectional drawing which shows another example of the to-be-buffered member which concerns on 2nd Embodiment.

符号の説明Explanation of symbols

1 摩耗緩衝装置
2 コンクリート混練装置
10 固形物
11 通路
12 壁面
13 衝突部分
14 ネジ部材
15 傾斜板
16 補強部材
20A,20B 混練ユニット
21 ホッパ
22 排出口
23 コンクリート
30 入り口
30A,30B 入り口
31,33 仕切壁
32 出口
32A,32B 出口
34A,34B 通路
36A,36B 傾斜面
38 骨材
40 楔
41 棒状部材
DESCRIPTION OF SYMBOLS 1 Wear buffer device 2 Concrete kneading device 10 Solid 11 Passage 12 Wall surface 13 Colliding part 14 Screw member 15 Inclined plate 16 Reinforcement member 20A, 20B Kneading unit 21 Hopper 22 Discharge port 23 Concrete 30 Inlet 30A, 30B Inlet 31, 33 Partition wall 32 outlet 32A, 32B outlet 34A, 34B passage 36A, 36B inclined surface 38 aggregate 40 wedge 41 rod-shaped member

Claims (9)

一定以上の大きさを有する固形物が所定の通路を移動する際に、前記固形物の衝突によって前記通路の壁面が摩耗するのを防止する摩耗緩衝方法であって、
前記通路の壁面における前記固形物が衝突すると想定される部分の直前で、前記固形物を被衝突部材に衝突させて前記固形物の移動方向を前記通路の壁面から離れる方向に変換することにより、前記固形物が前記通路の壁面に衝突するのを防止することを特徴とする摩耗緩衝方法。
A wear buffering method for preventing a wall of the passage from being worn by a collision of the solid when a solid having a certain size or more moves in a predetermined passage,
Immediately before the portion where the solid matter on the wall surface of the passage is supposed to collide, the solid matter is caused to collide with a colliding member and the moving direction of the solid matter is changed to a direction away from the wall surface of the passage. A wear buffering method, wherein the solid matter is prevented from colliding with a wall surface of the passage.
前記固形物は落下する物体であり、前記通路は前記固形物の移動通路であり、前記被衝突部材は前記壁面から突出しており、前記固形物が前記通路を移動する際に、前記固形物が前記壁面に衝突する直前に前記固形物を前記被衝突部材に衝突させ、前記固形物の移動方向を前記壁面から離れる方向に変換することにより、前記物体が前記壁面に衝突するのを防止することを特徴とする請求項1に記載の摩耗緩衝方法。   The solid matter is a falling object, the passage is a movement passage of the solid matter, the colliding member protrudes from the wall surface, and the solid matter is moved when the solid matter moves through the passage. Preventing the object from colliding with the wall surface by causing the solid object to collide with the colliding member immediately before colliding with the wall surface and changing the moving direction of the solid material to a direction away from the wall surface. The wear buffering method according to claim 1. 前記固形物はコンクリートに含まれる骨材などであり、前記通路は前記コンクリートの移動通路であり、前記コンクリートが前記移動通路を移動する際に、前記骨材などが前記壁面衝突する直前に前記骨材を前記被衝突部材に衝突させ、前記骨材の移動方向を前記壁面から離れる方向に変換することにより、前記骨材などが前記壁面に衝突するのを防止することを特徴とする請求項2に記載の摩耗緩衝方法。   The solid is an aggregate contained in concrete, the passage is a movement path of the concrete, and when the concrete moves through the movement path, the bone or the like immediately before the aggregate collides with the wall surface. The aggregate is prevented from colliding with the wall surface by causing the material to collide with the impacted member and changing the moving direction of the aggregate to a direction away from the wall surface. The wear buffering method according to 1. 前記固形物は砂、砂利又は土砂であることを特徴とする請求項1から3のいずれかに記載の摩擦緩衝方法。   The friction buffer method according to claim 1, wherein the solid material is sand, gravel, or earth and sand. 前記固形物は流体や粉体などの混合物に含まれていることを特徴とする請求項1に記載の摩耗緩衝方法。   The wear buffering method according to claim 1, wherein the solid matter is contained in a mixture of fluid, powder, or the like. 前記被衝突部材は、前記通路の壁面からの突出寸法を調整可能であることを特徴とする請求項1から5のいずれかに記載の摩耗緩衝方法。   The wear buffering method according to any one of claims 1 to 5, wherein the collision target member is capable of adjusting a projecting dimension from the wall surface of the passage. 一定以上の大きさを有する固形物が所定の通路を移動する際に、前記固形物の衝突によって前記通路の壁面が摩耗するのを防止する摩耗緩衝装置であって、
前記通路の壁面における前記固形物が衝突すると想定される部分の直前に設けられ、前記通路の壁面から所定寸法だけ突出した被衝突部材を有し、
前記固形物が前記被衝突部材に衝突して前記固形物の移動方向が前記壁面から離れる方向に変換されることを特徴とする摩耗緩衝装置。
A wear buffering device for preventing the wall of the passage from being worn by a collision of the solid when a solid having a certain size or more moves in a predetermined passage,
Provided immediately before the portion where the solid matter on the wall surface of the passage is supposed to collide, and having a collided member protruding from the wall surface of the passage by a predetermined dimension,
The wear buffering device, wherein the solid matter collides with the colliding member and the moving direction of the solid matter is changed to a direction away from the wall surface.
前記被衝突部材は前記通路の壁面に螺入されたネジ部材、又は楔などによって移動自在に固定された棒状部材若しくは板状部材であることを特徴とする請求項7に記載の摩耗緩衝装置。   The wear shock absorber according to claim 7, wherein the collision target member is a screw member screwed into a wall surface of the passage, or a rod-like member or a plate-like member fixed movably by a wedge or the like. 請求項7に記載の摩耗緩衝装置を有し、前記固形物はコンクリートに含まれる骨材などであり、前記通路はコンクリートの混練用通路であることを特徴とするコンクリート混練装置。   A concrete kneading apparatus comprising the wear buffering device according to claim 7, wherein the solid matter is an aggregate contained in concrete, and the passage is a passage for kneading concrete.
JP2004008717A 2004-01-16 2004-01-16 Wear buffering method, wear buffering device and concrete kneading device Expired - Lifetime JP4550435B2 (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015174068A (en) * 2014-03-18 2015-10-05 Kbセーレン株式会社 vertical static mixer
JP2016210151A (en) * 2015-05-13 2016-12-15 前田建設工業株式会社 CSG manufacturing system, and CSG manufacturing method
JP6158454B1 (en) * 2017-03-03 2017-07-05 峰雄 菅内 Manufacturing method for bag bread
JP7045075B2 (en) 2019-03-29 2022-03-31 株式会社大芦生コン Ready-mixed concrete manufacturing facility

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03126603U (en) * 1990-04-06 1991-12-20
JPH10286448A (en) * 1997-04-15 1998-10-27 Maeda Corp Kneading device
JP2002079513A (en) * 2000-09-07 2002-03-19 Japan Institute Of Construction Engineering Apparatus for manufacturing mixed civil engineering material

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03126603U (en) * 1990-04-06 1991-12-20
JPH10286448A (en) * 1997-04-15 1998-10-27 Maeda Corp Kneading device
JP2002079513A (en) * 2000-09-07 2002-03-19 Japan Institute Of Construction Engineering Apparatus for manufacturing mixed civil engineering material

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015174068A (en) * 2014-03-18 2015-10-05 Kbセーレン株式会社 vertical static mixer
JP2016210151A (en) * 2015-05-13 2016-12-15 前田建設工業株式会社 CSG manufacturing system, and CSG manufacturing method
JP6158454B1 (en) * 2017-03-03 2017-07-05 峰雄 菅内 Manufacturing method for bag bread
JP2018143149A (en) * 2017-03-03 2018-09-20 峰雄 菅内 Manufacturing method for packaged bread
JP7045075B2 (en) 2019-03-29 2022-03-31 株式会社大芦生コン Ready-mixed concrete manufacturing facility

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