JP7045075B2 - Ready-mixed concrete manufacturing facility - Google Patents

Ready-mixed concrete manufacturing facility Download PDF

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JP7045075B2
JP7045075B2 JP2019065413A JP2019065413A JP7045075B2 JP 7045075 B2 JP7045075 B2 JP 7045075B2 JP 2019065413 A JP2019065413 A JP 2019065413A JP 2019065413 A JP2019065413 A JP 2019065413A JP 7045075 B2 JP7045075 B2 JP 7045075B2
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reinforcing member
dropping equipment
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伸貴 竹内
冽 清水
順一 矢田
直喜 安達
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株式会社大芦生コン
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Description

本発明は、生コンクリート製造施設に関する。 The present invention relates to a ready-mixed concrete manufacturing facility.

生コンクリートを製造する生コンクリート製造施設であって、生コンクリートの一部を構成する骨材を含む投下物が上側から落下投入されるように、上下方向に延びる筒状に成形された投下設備と、前記投下設備の外周面側に取り付けられて該投下設備の周壁を補強する補強部材とを備えた特許文献1に記載の生コンクリートの製造施設が従来公知である。 A ready-mixed concrete manufacturing facility that manufactures ready-mixed concrete, with a dropping facility formed into a tubular shape that extends in the vertical direction so that dropped objects containing aggregates that form part of the ready-mixed concrete can be dropped and thrown in from above. The ready-mixed concrete manufacturing facility described in Patent Document 1 provided with a reinforcing member attached to the outer peripheral surface side of the dropping equipment to reinforce the peripheral wall of the dropping equipment is conventionally known.

板状の前記補強部材を投下設備の外周面に側にボルト固定したことにより、投下設備を補強することができるとともに、該補強部材を固定した固定ボルトの一部を前記投下設備の内側に露出させることにより、該固定ボルトを骨材と衝突する緩衝部材として機能させることができる。 By bolting the plate-shaped reinforcing member to the outer peripheral surface of the dropping equipment, the dropping equipment can be reinforced, and a part of the fixing bolts fixing the reinforcing member is exposed inside the dropping equipment. By allowing the fixing bolt to function as a cushioning member that collides with the aggregate.

特開2005-199573号公報Japanese Unexamined Patent Publication No. 2005-199573

上記文献では、前記投下設備の外周面側に設けた補強部材によって本体部を補強するとともに、該補強部材の固定に用いる固定ボルトを前記本体部内周面側に貫通させることにより、該固定ボルトを緩衝部材として機能させるものであるが、広範囲に固定ボルトを配置しようとすると部品点数が多くなり、設置にコストと手間が掛かるとともに、投下設備の壁面側には緩衝部材としての機能が発揮し難いという課題があった。 In the above document, the main body portion is reinforced by a reinforcing member provided on the outer peripheral surface side of the dropping equipment, and the fixing bolt used for fixing the reinforcing member is passed through the inner peripheral surface side of the main body portion to provide the fixing bolt. Although it functions as a cushioning member, if the fixing bolts are to be placed over a wide area, the number of parts will increase, which will increase the cost and labor of installation, and it will be difficult for the wall surface side of the dropping equipment to function as a cushioning member. There was a problem.

本発明は、上方側からコンクリート材料が投入される筒状の投下設備を補強する部材と、投入されるコンクリート材料によって投下設備が摩耗することを抑制する部材とを安価且つ容易に設けることができる生コンクリート製造施設を提供することを課題としている。 INDUSTRIAL APPLICABILITY According to the present invention, it is possible to inexpensively and easily provide a member for reinforcing a tubular dropping equipment into which concrete material is thrown from above and a member for suppressing wear of the dropping equipment due to the concrete material to be thrown in. The challenge is to provide ready-mixed concrete manufacturing facilities.

上記課題を解決するため、第1に、生コンクリートを製造する生コンクリート製造施設であって、生コンクリートの一部を構成する骨材を含む投下物が上側から落下投入されるように、上下方向に延びる筒状に成形された投下設備と、前記投下設備の内周面側に取り付けられて該投下設備の周壁を補強する補強部材とを備え、前記補強部材は、L字状の断面を有する形状に成形され、前記補強部材のL字状断面を形成する2片の一方が前記投下設備の内周面側に取り付けられる被取付部になるとともに、他方が前記投下設備の内側に突出し且つ落下してくる前記投下物を受け止める受部になり、前記補強部材を、前記投下設備の周方向に沿って複数並べて配置して補強ユニットとし、前記補強ユニットは、前記投下設備の軸方向に沿って複数並べて配置され、下側の前記補強部材は、上側の前記補強部材と比較して、前記受部の内側への突出量が大きくなるように成形されたことを特徴としている。 In order to solve the above problems, first, in a ready-mixed concrete manufacturing facility that manufactures ready-mixed concrete, in the vertical direction so that dropped objects containing aggregates that form part of the ready-mixed concrete are dropped and thrown in from above. It is provided with a dropping facility formed in a tubular shape extending into a cylinder and a reinforcing member attached to the inner peripheral surface side of the dropping facility to reinforce the peripheral wall of the dropping facility, and the reinforcing member has an L-shaped cross section. One of the two pieces formed into the shape and forming the L-shaped cross section of the reinforcing member becomes the attached portion to be attached to the inner peripheral surface side of the dropping equipment, and the other protrudes and falls inside the dropping equipment. It becomes a receiving part for receiving the dropped object, and a plurality of the reinforcing members are arranged side by side along the circumferential direction of the dropped equipment to form a reinforcing unit, and the reinforcing unit is along the axial direction of the dropped equipment. The lower reinforcing member is formed so as to have a larger amount of protrusion inward of the receiving portion as compared with the upper reinforcing member .

第2に、前記補強ユニットは、平面視で、前記投下設備の内周面の全周に亘り環状に配置された複数の前記補強部材から構成されたことを特徴としている。 Secondly, the reinforcing unit is characterized in that it is composed of a plurality of the reinforcing members arranged in a ring shape over the entire circumference of the inner peripheral surface of the dropping equipment in a plan view.

第3に、前記投下設備は、平断面視で多角形状に成形され、前記補強部材は、前記投下設備の内周面の一部を構成するフラットな一面に沿うアングル状に形成されたことを特徴としている。 Thirdly , the dropping equipment was formed into a polygonal shape in a plan view, and the reinforcing member was formed in an angle shape along a flat surface forming a part of the inner peripheral surface of the dropping equipment. It is a feature.

第4に、前記投下設備の内周面側に、前記補強部材を下支えする支持部材を設けたことを特徴としている。 Fourth, a support member for supporting the reinforcing member is provided on the inner peripheral surface side of the dropping equipment.

第5に、前記支持部材は、アングル状の板状部材であって、前記補強部材が載置される載置部が形成されたことを特徴としている。 Fifth, the support member is an angle-shaped plate-shaped member, and is characterized in that a mounting portion on which the reinforcing member is mounted is formed.

断面L字状の前記補強部材を、前記投下設備の内周面側に取付けて、該投下設備の内周面側から内側に突出する受部を設けたことにより、前記補強部材が、投下設備そのものの強度を補強する部材と、自由落下するコンクリート材料と接触して勢いを緩めることで投下設備の摩耗を抑制する部材とを兼用することができるため、コストをより低く抑えることができる。 The reinforcing member having an L-shaped cross section is attached to the inner peripheral surface side of the dropping equipment, and a receiving portion protruding inward from the inner peripheral surface side of the dropping equipment is provided, so that the reinforcing member is the dropping equipment. Since the member that reinforces the strength of the material itself and the member that suppresses the wear of the dropping equipment by contacting with the free-falling concrete material and relaxing the momentum can be used at the same time, the cost can be suppressed to a lower level.

また、前記補強部材を、前記投下設備の周方向に沿って複数並べて配置して補強ユニットとしたものによれば、前記投下設備に投入された投下物であるコンクリート材料が、前記受部上で本体部中心に向かって傾斜するように堆積することにより、投下設備の壁面近傍を落下するコンクリート材料が中心側にガイドされるため、投下設備の壁面側の摩耗をより効率的に防止することができる。 Further, according to a reinforcement unit in which a plurality of the reinforcing members are arranged side by side along the circumferential direction of the dropping equipment, the concrete material which is the dropped object thrown into the dropping equipment is placed on the receiving portion. By depositing so as to incline toward the center of the main body, the concrete material that falls near the wall surface of the dropping equipment is guided toward the center side, so that wear on the wall surface side of the dropping equipment can be prevented more efficiently. can.

また、前記補強ユニットは、平面視で、前記投下設備の内周面の全周に亘り環状に配置された複数の前記補強部材から構成されたものによれば、前記投下設備の内周面側全体の摩耗を抑制することができる。 Further, according to the reinforcement unit composed of a plurality of the reinforcing members arranged in a ring shape over the entire circumference of the inner peripheral surface of the dropping equipment in a plan view, the reinforcing unit is on the inner peripheral surface side of the dropping equipment. Overall wear can be suppressed.

また、前記補強ユニットは、前記投下設備の軸方向に沿って複数並べて配置されたものによれば、簡易な構成で前記投下設備の全体を補強できるとともに、投下設備内を落下するコンクリート材料を段階的に緩衝させることができる。 Further, according to a plurality of the reinforcing units arranged side by side along the axial direction of the dropping equipment, the entire dropping equipment can be reinforced with a simple configuration, and the concrete material falling in the dropping equipment is staged. Can be buffered.

また、下側の前記補強部材は、上側の前記補強部材と比較して、前記受部の内側への突出量が大きくなるように成形されたものによれば、コンクリート材料に勢いのつきやすい投下設備下部側において、コンクリート材料と前記受部とが接触し易くなって投下設備の摩耗をより効率的に抑制できる。 Further, according to the lower reinforcing member formed so that the amount of protrusion to the inside of the receiving portion is larger than that of the upper reinforcing member, the concrete material is easily dropped. On the lower side of the equipment, the concrete material and the receiving portion are easily in contact with each other, and the wear of the dropping equipment can be suppressed more efficiently.

また、前記投下設備は、平断面視で多角形状に成形され、前記補強部材は、前記投下設備の内周面の一部を構成するフラットな一面に沿うアングル状に形成されたのによれば、前記補強部材を、様々な形状の投下設備に簡易且つ低コストに取付けることができる。 Further, the dropping equipment is formed into a polygonal shape in a plan view, and the reinforcing member is formed in an angle shape along a flat surface forming a part of the inner peripheral surface of the dropping equipment. , The reinforcing member can be easily and inexpensively attached to various shapes of dropping equipment.

なお、前記投下設備の内周面側に、前記補強部材を下支えする支持部材を設けたものによれば、前記補強部材を投下設備内周面側の取付位置で支持することができるため、該補強部材の取付固定作業をスムーズに行うことができる。 According to the one provided with the support member for supporting the reinforcing member on the inner peripheral surface side of the dropping equipment, the reinforcing member can be supported at the mounting position on the inner peripheral surface side of the dropping equipment. The mounting and fixing work of the reinforcing member can be performed smoothly.

本発明を適用した生コンクリート製造プラントの概略図である。It is a schematic diagram of the ready-mixed concrete manufacturing plant to which this invention was applied. プラントの内部構造を示した概要図である。It is a schematic diagram which showed the internal structure of a plant. (A)及び(B)は、貯蔵体の側断面図と、平面図であり、(C)は、他実施例の貯蔵体の平面図である。(A) and (B) are a side sectional view and a plan view of the storage body, and (C) is a plan view of the storage body of another embodiment. 緩衝部の使用状態を示した要部側断面図である。It is a cross-sectional view on the main part side which showed the use state of a cushioning part.

以下、図示する例に基づき、本発明の実施形態について説明する。図1は、本発明を適用した生コンクリート製造施設の概略図であり、図2は、プラントの内部構造を示した概要図である。図示した生コンクリート製造施設は、コンクリート材料が投入されて生コンクリートを製造するプラント1と、該プラント側にコンクリート材料を供給する供給装置2と、コンクリート材料である骨材を保管する材料保管庫3と、制御部を有する操作室4とを備えている。 Hereinafter, embodiments of the present invention will be described with reference to the illustrated examples. FIG. 1 is a schematic view of a ready-mixed concrete manufacturing facility to which the present invention is applied, and FIG. 2 is a schematic view showing an internal structure of a plant. The illustrated ready-mixed concrete manufacturing facility includes a plant 1 in which concrete materials are input to manufacture ready-mixed concrete, a supply device 2 for supplying concrete materials to the plant side, and a material storage 3 for storing aggregates which are concrete materials. And an operation room 4 having a control unit.

前記骨材保管庫3は、生コンクリートの材料である骨材を、種類や粒径毎(細骨材や粗骨材)に分けて複数ある収容体で分けてストックしている。該収容体としては、細骨材である砂等が収容される砂収容体3Aと、粗骨材である砂利、砕石(礫)等が収容される砂利収容体3Bと、砕石収容体3Cと、その他の特殊骨材等が収容される特殊骨材収容体3D等がある。 The aggregate storage 3 stores aggregates, which are materials for ready-mixed concrete, by dividing them into different types and particle sizes (fine aggregates and coarse aggregates) and dividing them into a plurality of containers. The accommodating bodies include a sand accommodating body 3A in which sand and the like which are fine aggregates are accommodated, a gravel accommodating body 3B in which gravel, crushed stone (gravel) and the like which are coarse aggregates are accommodated, and a crushed stone accommodating body 3C. , There is a special aggregate accommodating body 3D or the like in which other special aggregates and the like are accommodated.

前記供給装置2は、前記骨材保管庫3の近傍から前記プラント1の上部側に向けて上方傾斜させるように延設されてプラント1上部へ前記骨材を搬送する搬送コンベア2Aと、前記プラント1側にセメントを供給するセメント供給装置2Bと、前記プラント1側に地下水等の水分や、混和剤を供給する水分供給装置2Cとを有している。 The supply device 2 extends from the vicinity of the aggregate storage 3 so as to be inclined upward toward the upper side of the plant 1, and conveys the aggregate to the upper part of the plant 1 and the plant. It has a cement supply device 2B that supplies cement to one side, and a water supply device 2C that supplies water such as groundwater and an admixture to the plant 1 side.

上記搬送コンベア2Aには、骨材保管庫3から搬送される各種骨材の水分量を計測する検出装置(図示しない)が設けられている。また、該搬送コンベア2Aは、前記制御部により、前記プラント1側に投入される骨材の種類・量・水分量を制御できるように構成されている。 The transport conveyor 2A is provided with a detection device (not shown) for measuring the water content of various aggregates transported from the aggregate storage 3. Further, the transport conveyor 2A is configured so that the control unit can control the type, amount, and water content of the aggregate to be charged to the plant 1 side.

前記プラント1は、上端側に配置されて前記搬送コンベア2Aによって搬送された骨材が投入される受付部11と、該受付部11の真下側に配置されて上方側からコンクリート材料が投下される貯蔵部(投下設備)12と、該貯蔵部12の真下側に配置されて生コンクリートの製造に使用するコンクリート材料(骨材、セメント)を計量する計量部13と、該計量部13の真下側に配置されて集合ホッパ14を介して投入されたコンクリート材料を混錬するミキサーである混錬部16とを備え、前記制御部によって、前記混錬部16に投入される骨材量と、水分量と、セメント量等とを制御することにより、予め定めた所定の品質の生コンクリートを安定的に製造できるように構成されている(図1及び図2参照)。 The plant 1 is arranged at the upper end side and is arranged at the reception unit 11 where the aggregate conveyed by the transfer conveyor 2A is charged, and is arranged directly below the reception unit 11 and the concrete material is dropped from the upper side. A storage unit (dropping facility) 12, a measuring unit 13 that is arranged directly below the storage unit 12 and measures concrete materials (aggregate, cement) used for producing ready-mixed concrete, and a measuring unit 13 directly below the measuring unit 13. It is provided with a kneading unit 16 which is a mixer for kneading the concrete material which is arranged in the above and is charged through the collective hopper 14, and the amount of aggregate and the water content which are charged into the kneading unit 16 by the control unit. By controlling the amount and the amount of cement, etc., it is configured so that ready-mixed concrete of a predetermined quality can be stably produced (see FIGS. 1 and 2).

上記受付部11は、前記搬送コンベア2Aによって上方搬送された骨材が投入され、該骨材を真下側に配置された前記貯蔵部12へ案内して投下する。このとき、該受付部11は、投入された骨材の粒径や重さ等を判別する判別手段を有し、搬送コンベア2Aによって搬送された骨材(細骨材や粗骨材)を分類しながら貯蔵部12側へと投下させることができる。 In the reception unit 11, the aggregate conveyed upward by the transfer conveyor 2A is thrown in, and the aggregate is guided to the storage unit 12 arranged directly below and dropped. At this time, the reception unit 11 has a discriminating means for discriminating the particle size, weight, and the like of the inserted aggregate, and classifies the aggregates (fine aggregates and coarse aggregates) transported by the transport conveyor 2A. While doing so, it can be dropped to the storage unit 12 side.

上記貯蔵部12は、上下方向が開放された漏斗型の筒状部材であって、前記コンクリート材料が一時的に貯蔵される貯蔵体(貯蔵瓶)12A,12Bが複数並べて配置されることにより構成されている。該貯蔵体として、前記搬送コンベア2Aによって供給される骨材が貯蔵される骨材貯蔵体12Aと、前記セメント供給装置2Bによって供給されるセメントが貯蔵されるセメント貯蔵体12Bとが設けられている。 The storage unit 12 is a funnel-shaped tubular member whose vertical direction is open, and is configured by arranging a plurality of storage bodies (storage bottles) 12A and 12B for temporarily storing the concrete material side by side. Has been done. As the storage body, an aggregate storage body 12A in which the aggregate supplied by the transport conveyor 2A is stored and a cement storage body 12B in which the cement supplied by the cement supply device 2B is stored are provided. ..

また、該骨材貯蔵体12Aは、前記受付部11によって判別される骨材の種類によって貯蔵先が振分けられるように複数(図示する例では2つ)並べて配置されている。これにより、各骨材貯蔵体12Aは、前記受付部11によって投入される骨材が振分けることによって、砂等の細骨材が貯蔵される骨材貯蔵体12Aと、砕石等の粗骨材が貯蔵される骨材貯蔵体12Aとに分けることができる。 Further, the aggregate storage bodies 12A are arranged side by side (two in the illustrated example) so that the storage destinations are distributed according to the type of aggregate determined by the reception unit 11. As a result, each aggregate storage body 12A has an aggregate storage body 12A in which fine aggregate such as sand is stored by distributing the aggregate input by the reception unit 11, and a coarse aggregate such as crushed stone. Can be divided into the aggregate storage body 12A in which the material is stored.

なお、各貯蔵体12は、骨材やセメント等のコンクリート材料を一時的に貯蔵できる形状であれば上記形状には限られず、円柱状であっても、角柱状であっても良い。 The storage body 12 is not limited to the above shape as long as it can temporarily store concrete materials such as aggregates and cement, and may be columnar or prismatic.

ちなみに、前記貯蔵体12A,12Bは、その上部開口側からコンクリート材料である砂や、砂利、礫、セメントが投入される度に、該コンクリート材料が該貯蔵体12の内周面側との衝突が繰り返されることにより該貯蔵体の壁面等が摩耗するため、各貯蔵体12には、補強部材10が設けられている。該貯蔵体12と、補強部材10の具体的な構成については後述する。 Incidentally, in the storage bodies 12A and 12B, each time sand, gravel, gravel, or cement, which is a concrete material, is poured from the upper opening side, the concrete material collides with the inner peripheral surface side of the storage body 12. Since the wall surface and the like of the storage body are worn by repeating the above steps, each storage body 12 is provided with a reinforcing member 10. The specific configuration of the storage body 12 and the reinforcing member 10 will be described later.

上記計量部13は、上下方向が開放された筒状部材であって各貯蔵体12に対応して複数設けられた計量体13A,13Bと、前記貯蔵部12から各計量体13A,13Bに供給される骨材の種類と量を検出する検出センサ(図示しない)と、該計量体13の底板を開閉することで計量されたコンクリート材料を排出する排出機構とを有し(図示しない)、生コンクリートの製造に用いる所定量の前記コンクリート材料(骨材、セメント)を前記混錬部16へと供給することができるように構成されている。 The measuring unit 13 is a tubular member whose vertical direction is open, and is supplied to the measuring bodies 13A and 13B from the storage unit 12 and a plurality of measuring bodies 13A and 13B provided corresponding to each storage body 12. It has a detection sensor (not shown) that detects the type and amount of aggregate to be made, and a discharge mechanism (not shown) that discharges the measured concrete material by opening and closing the bottom plate of the measuring body 13. It is configured so that a predetermined amount of the concrete material (aggregate, cement) used for producing concrete can be supplied to the kneading section 16.

該計量部13は、複数設けた前記貯蔵体12に対応するように複数設けられており、具体的には、前記骨材貯蔵体12Aから投入される骨材を計量する骨材計量体13Aと、前記セメント貯蔵体12Bから投入されるセメントを計量するセメント計量体13Bとを有している(図2参照)。 A plurality of the measuring units 13 are provided so as to correspond to the plurality of the storage bodies 12, and specifically, the aggregate measuring body 13A for measuring the aggregate charged from the aggregate storage body 12A. It has a cement measuring body 13B for measuring the cement charged from the cement storage body 12B (see FIG. 2).

これにより、該計量部12は、前記制御部を介して、前記貯蔵部12から前記混錬部16に投入されるコンクリート材料(骨材、セメント)の種類と量を制御することができる。 Thereby, the measuring unit 12 can control the type and amount of the concrete material (aggregate, cement) charged from the storage unit 12 into the kneading unit 16 via the control unit.

上記混錬部16は、その上部側に設けた前記集合ホッパ14を介して各コンクリート材料、具体的には、前記計量部13から供給される各種骨材と、セメントと、前記水分供給装置2Cから供給される水と、混和剤とを混成することにより、生コンクリートを製造することができるように構成されている。 The kneading section 16 is provided with each concrete material via the collective hopper 14 provided on the upper side thereof, specifically, various aggregates supplied from the measuring section 13, cement, and the water supply device 2C. By mixing the water supplied from the water and the admixture, ready-mixed concrete can be produced.

該混錬部16によって製造された生コンクリートは、該混錬部16下部側の排出ホッパ17を介して、該混錬部16の真下側に停車させたミキサー車(生コン車)19の回転式の容器内に投入することができる。該ミキサー車19によって前記プラント1によって製造された生コンクリートを各現場へと搬送することができる。 The ready-mixed concrete produced by the kneading section 16 is a rotary type of a mixer truck (ready-mixed concrete truck) 19 stopped directly below the kneading section 16 via a discharge hopper 17 on the lower side of the kneading section 16. Can be put into the container of. The ready-mixed concrete produced by the plant 1 can be transported to each site by the mixer truck 19.

上述のように構成されたプラント1は、前記制御部によって、前記混錬部16に投入される各種コンクリート材料の量、具体的には、前記貯蔵部12・計量部13を介して投入される骨材(粗骨材、細骨材)及びセメントと、前記水分供給部2Cを介して供給される地下水等の水分と、前記混和剤の量(割合)とを制御することができるため、オペレータの技能や天候等に関わらず、高品質の生コンクリートを安定的に製造することができる。 The plant 1 configured as described above is charged by the control unit through the amount of various concrete materials charged into the kneading unit 16, specifically, the storage unit 12 and the measuring unit 13. Since it is possible to control the water content of the aggregate (coarse aggregate, fine aggregate) and cement, the groundwater supplied via the water supply unit 2C, and the amount (ratio) of the admixture, the operator can be controlled. It is possible to stably produce high-quality ready-mixed concrete regardless of the skill and weather.

以下、図3及び図4に基づき、前記貯蔵体の具体的な構成について説明する。図3(A)及び(B)は、貯蔵体の側断面図と、平面図であり、図3(C)は、他実施例の貯蔵体の平面図であり、図4は、緩衝部の使用状態を示した要部側断面図と、要部拡大図である。 Hereinafter, a specific configuration of the storage body will be described with reference to FIGS. 3 and 4. 3A and 3B are a side sectional view and a plan view of the storage body, FIG. 3C is a plan view of the storage body of another embodiment, and FIG. 4 is a cushioning portion. It is a cross-sectional view on the main part side showing the usage state, and the enlarged view of the main part.

前記貯蔵体12A,12Bは、上部側に前記受付部11からコンクリート材料が投入される開口部が形成されるとともに、下端側に貯蔵されたコンクリート材料を前記計量部13に供給する(落下させる)排出機構(図示しない)が設けられた筒状に形成された本体部21と、該本体部21を補強する前記補強部材22とから構成されている。 In the storage bodies 12A and 12B, an opening into which the concrete material is input from the reception portion 11 is formed on the upper side, and the concrete material stored on the lower end side is supplied (dropped) to the measuring unit 13. It is composed of a main body portion 21 formed in a tubular shape provided with a discharge mechanism (not shown) and the reinforcing member 22 for reinforcing the main body portion 21.

前記補強部材22は、アングル状の板状部材であって、前記本体部21の内周面側に沿うように延設されている。具体的には、該補強部材22は、本体部21内周面側と対向する被取付部22aと、該被取付部22aの下端側から前記本体部21内側に向かって略水平方向に突出する緩衝部(受部)22bとによって、断面視L字状に形成されている。 The reinforcing member 22 is an angle-shaped plate-shaped member, and extends along the inner peripheral surface side of the main body portion 21. Specifically, the reinforcing member 22 projects substantially horizontally from the attached portion 22a facing the inner peripheral surface side of the main body portion 21 and the lower end side of the attached portion 22a toward the inside of the main body portion 21. It is formed in an L-shape in cross-sectional view by the cushioning portion (receiving portion) 22b.

該補強部材22は、左右方向に延設されて、前記本体部21の内周面側全体に亘って設けられることにより、平面視で枠状に設けることによって補強ユニットとした。また、該枠状に配置された補強ユニット(補強部材22)は、上下方向に複数並べて配置されている(図3参照)。 The reinforcing member 22 is extended in the left-right direction and is provided over the entire inner peripheral surface side of the main body portion 21 so as to be provided in a frame shape in a plan view to form a reinforcing unit. Further, a plurality of reinforcing units (reinforcing members 22) arranged in the frame shape are arranged side by side in the vertical direction (see FIG. 3).

具体的には、前記補強部材22は、前記本体部21が角柱状の場合には左右方向の板状部材が各辺に沿って取付固定され(図3(B)参照)、前記本体部21が円柱状の場合には該本体部21の外周面に沿った円弧状の部材によって構成されている(図3(C)参照)。 Specifically, when the main body portion 21 of the reinforcing member 22 is prismatic, a plate-shaped member in the left-right direction is attached and fixed along each side (see FIG. 3B), and the main body portion 21 is attached. When is columnar, it is composed of an arcuate member along the outer peripheral surface of the main body 21 (see FIG. 3C).

該構成によれば、前記補強部材22を、筒状の前記本体部21の内周面側に沿って取付固定したことによって、大量のコンクリート材料(骨材、セメント等)が投入されることによって外力が掛かる本体部21を補強することができる。このため、本体部21を必要以上に厚く形成する必要がなくなるため、コストを低く抑えることができる。 According to the configuration, the reinforcing member 22 is attached and fixed along the inner peripheral surface side of the tubular main body portion 21, so that a large amount of concrete material (aggregate, cement, etc.) is charged. The main body 21 to which an external force is applied can be reinforced. Therefore, it is not necessary to form the main body portion 21 thicker than necessary, so that the cost can be kept low.

また、図4に示されるように、前記補強部材22は、前記本体部21の内周面側から突出した前記緩衝部22bに、上方から投入されて落下するコンクリート材料(特に、骨材等の硬い固形物)が衝突することによって、該コンクリート材料が本体部21の内周面側に勢い良く衝突することを防止することができる。 Further, as shown in FIG. 4, the reinforcing member 22 is a concrete material (particularly, an aggregate or the like) that is thrown from above into the cushioning portion 22b protruding from the inner peripheral surface side of the main body portion 21 and falls. The collision of the hard solid material) can prevent the concrete material from vigorously colliding with the inner peripheral surface side of the main body portion 21.

このとき、該緩衝部22bには、前記本体部21の開口部から投入されたコンクリート材料が堆積することによって、本体部21の内周面側から内側に向かって下方傾斜するガイドを形成することができる(図4参照)。これにより、前記貯蔵体12に投入されて本体部の壁面側を落下するコンクリート材料を本体部21内の中心側にガイドすることができるため、本体部21の摩耗を簡易な構成で効率的に抑制することができる。 At this time, the concrete material introduced from the opening of the main body 21 is deposited on the buffer 22b to form a guide that inclines downward from the inner peripheral surface side of the main body 21 inward. (See Fig. 4). As a result, the concrete material that is thrown into the storage body 12 and falls on the wall surface side of the main body portion can be guided to the center side inside the main body portion 21, so that the wear of the main body portion 21 can be efficiently reduced with a simple configuration. It can be suppressed.

以上により、前記補強部材22は、前記貯蔵体(本体部)12そのものを補強する補強部材と、前記貯蔵体12の上部から投入されて自由落下する骨材の勢いを緩める緩衝部材とを兼用することができるため、コストをより低く抑えることができる。 As described above, the reinforcing member 22 also serves as a reinforcing member that reinforces the storage body (main body portion) 12 itself and a cushioning member that relaxes the momentum of the aggregate that is thrown in from the upper part of the storage body 12 and freely falls. Therefore, the cost can be kept lower.

また、該補強部材22は、前記本体部の内周面側に取付固定された逆L字状の固定部材23によって位置決め・固定されている(図3(A)参照)。該固定部材23は、本体部21内周面側と対向する取付部23aと、該固定部材23が本体部21内周面側から略水平方向に延設されることにより、前記補強部材22(の緩衝部22b)が載置される載置部23bとが形成されている。 Further, the reinforcing member 22 is positioned and fixed by an inverted L-shaped fixing member 23 attached and fixed to the inner peripheral surface side of the main body portion (see FIG. 3A). The fixing member 23 includes a mounting portion 23a facing the inner peripheral surface side of the main body portion 21 and the reinforcing member 22 (reinforcing member 22) by extending the fixing member 23 from the inner peripheral surface side of the main body portion 21 in a substantially horizontal direction. A mounting portion 23b on which the cushioning portion 22b) of the above is placed is formed.

該構成によれば、前記補強部材22は、前記固定部材23の該載置部23b上に載置した状態で、本体部21内周面側の固定作業を行うことができるため、該補強部材22の本体部内周面側への位置決め・固定作業をよりスムーズに行うことができる。 According to the configuration, since the reinforcing member 22 can be fixed on the inner peripheral surface side of the main body portion 21 in a state of being mounted on the mounting portion 23b of the fixing member 23, the reinforcing member 22 can be fixed. Positioning / fixing work on the inner peripheral surface side of the main body of 22 can be performed more smoothly.

なお、該補強部材の前記緩衝部は、前記本体部の下方側に配置されるものほど、水平方向の突出量が大きくなるように構成しても良い(図示しない)。 The cushioning portion of the reinforcing member may be configured so that the amount of protrusion in the horizontal direction is larger as the cushioning portion is arranged on the lower side of the main body portion (not shown).

該構成によれば、上下方向に長い前記本体部21のうち、前記骨材が貯蔵されることによってより強い外力(負荷)が掛かる本体部下部側をより強力に補強することができるとともに、開口部(上端)側から投入された骨材とより接触し易くなり、緩衝部材としての機能もより効率的に発揮させることができる。 According to the configuration, among the main body portion 21 which is long in the vertical direction, the lower side of the main body portion to which a stronger external force (load) is applied by storing the aggregate can be more strongly reinforced and the opening can be made. It becomes easier to come into contact with the aggregate thrown in from the portion (upper end) side, and the function as a cushioning member can be exhibited more efficiently.

ちなみに、上述の補強部材22は、図示する例では、前記プラント1を構成する前記貯蔵体12に設けられているが、前記コンクリート材料である骨材が投入される鉛直方向の筒状部材であれば適用可能であり、前記骨材(細骨材、粗骨材)を混合しながら鉛直方向に搬送する搬送装置に設けても良い。 Incidentally, in the illustrated example, the above-mentioned reinforcing member 22 is provided in the storage body 12 constituting the plant 1, but may be a vertical tubular member into which the aggregate, which is the concrete material, is charged. However, it may be provided in a transport device that transports the aggregates (fine aggregates, coarse aggregates) in the vertical direction while mixing them.

2B セメント供給装置(供給装置)
2C 水分供給装置(供給装置)
11 搬送装置
13 計量部(計量装置)
16 混錬部(混錬装置)
21 本体部
22 補強部材
22a 取付部
22b 緩衝部
23 固定部材
2B Cement supply device (supply device)
2C Moisture supply device (supply device)
11 Conveyor device 13 Weighing unit (weighing device)
16 Kneading section (kneading device)
21 Main body 22 Reinforcing member 22a Mounting part 22b Cushioning part 23 Fixing member

Claims (5)

生コンクリートを製造する生コンクリート製造施設であって、
生コンクリートの一部を構成する骨材を含む投下物が上側から落下投入されるように、上下方向に延びる筒状に成形された投下設備と、
前記投下設備の内周面側に取り付けられて該投下設備の周壁を補強する補強部材とを備え、
前記補強部材は、L字状の断面を有する形状に成形され、
前記補強部材のL字状断面を形成する2片の一方が前記投下設備の内周面側に取り付けられる被取付部になるとともに、他方が前記投下設備の内側に突出し且つ落下してくる前記投下物を受け止める受部になり、
前記補強部材を、前記投下設備の周方向に沿って複数並べて配置して補強ユニットとし、
前記補強ユニットは、前記投下設備の軸方向に沿って複数並べて配置され、
下側の前記補強部材は、上側の前記補強部材と比較して、前記受部の内側への突出量が大きくなるように成形された
生コンクリート製造施設。
It is a ready-mixed concrete manufacturing facility that manufactures ready-mixed concrete.
Dropping equipment that is formed into a cylindrical shape that extends in the vertical direction so that dropped objects containing aggregates that form part of ready-mixed concrete can be dropped and thrown in from above.
It is provided with a reinforcing member attached to the inner peripheral surface side of the dropping equipment to reinforce the peripheral wall of the dropping equipment.
The reinforcing member is formed into a shape having an L-shaped cross section.
One of the two pieces forming the L-shaped cross section of the reinforcing member becomes the attached portion to be attached to the inner peripheral surface side of the dropping equipment, and the other is the dropping that protrudes and falls inside the dropping equipment. Become a receiving part to receive things,
A plurality of the reinforcing members are arranged side by side along the circumferential direction of the dropping equipment to form a reinforcing unit.
A plurality of the reinforcing units are arranged side by side along the axial direction of the dropping equipment.
The lower reinforcing member was molded so that the amount of protrusion of the receiving portion inward was larger than that of the upper reinforcing member.
Ready-mixed concrete manufacturing facility.
前記補強ユニットは、平面視で、前記投下設備の内周面の全周に亘り環状に配置された複数の前記補強部材から構成された
請求項に記載の生コンクリート製造施設。
The ready-mixed concrete manufacturing facility according to claim 1 , wherein the reinforcing unit is composed of a plurality of the reinforcing members arranged in a ring shape over the entire circumference of the inner peripheral surface of the dropping equipment in a plan view.
前記投下設備は、平断面視で多角形状に成形され、
前記補強部材は、前記投下設備の内周面の一部を構成するフラットな一面に沿うアングル状に形成された
請求項1又は2に記載の生コンクリート製造施設。
The dropping equipment is molded into a polygonal shape in a plan view.
The ready-mixed concrete manufacturing facility according to claim 1 or 2 , wherein the reinforcing member is formed in an angle shape along a flat surface forming a part of the inner peripheral surface of the dropping equipment.
前記投下設備の内周面側に、前記補強部材を下支えする支持部材を設けた
請求項1乃至の何れかに記載の生コンクリート製造施設。
The ready-mixed concrete manufacturing facility according to any one of claims 1 to 3 , wherein a support member for supporting the reinforcing member is provided on the inner peripheral surface side of the dropping facility.
前記支持部材は、アングル状の板状部材であって、前記補強部材が載置される載置部が形成された
請求項に記載の生コンクリート製造施設。
The ready-mixed concrete manufacturing facility according to claim 4 , wherein the support member is an angle-shaped plate-shaped member, and a mounting portion on which the reinforcing member is mounted is formed.
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JP2000335680A (en) 1999-06-01 2000-12-05 Tra Kk Wear preventive covering member
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JP5493981B2 (en) 2010-02-22 2014-05-14 Jfeスチール株式会社 Heating method of metal material
CN106185077A (en) 2016-07-13 2016-12-07 芜湖恒固混凝土材料有限公司 New concrete powder storing equipment

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JPS61115871A (en) * 1984-10-29 1986-06-03 株式会社ブリヂストン Built-up water tank with partition wall
JPH0857840A (en) * 1994-08-24 1996-03-05 Taiheiyo Kiko Kk Discriminating device of gravel/sand in conveying device of concrete aggregate
JPH10120078A (en) * 1996-10-11 1998-05-12 Nippon Kokan Light Steel Kk Chunk storage bin

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Publication number Priority date Publication date Assignee Title
JP2000335680A (en) 1999-06-01 2000-12-05 Tra Kk Wear preventive covering member
JP2005199573A (en) 2004-01-16 2005-07-28 Maeda Corp Abrasion buffering method, abrasion buffering device, and concrete kneading machine
JP5493981B2 (en) 2010-02-22 2014-05-14 Jfeスチール株式会社 Heating method of metal material
CN106185077A (en) 2016-07-13 2016-12-07 芜湖恒固混凝土材料有限公司 New concrete powder storing equipment

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