• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    A factory for manufacturing concrete products, in particular prestressed concrete products, comprising a rotary supporting housing of a general cylindrical shape, having a horizontal axis of rotation and conveying moulds, for the concrete products, placed on its internal surface. The rotary housing comprises a circular carrier structure supported by means permitting the rotation of the said carrier, and a structure, resistant to longitudinal stresses, arranged in the interior of the carrier structure. The resistant structure comprises, on the one hand, longitudinal recesses adapted to receive sets of moulds, and, on the other hand, at one longitudinal end means for the attachment of reinforcement wires of the concrete products and, at its other longitudinal end, means for tensioning the reinforcement wires, such that the tensile stresses of these wires are taken up exclusively by the aforesaid resistant structure.
    公开号:SU971081A3
    申请号:SU762337654
    申请日:1976-03-26
    公开日:1982-10-30
    发明作者:Боркоман Мирсеа
    申请人:Мирсеа Боркоман (Фирма)；
    IPC主号:
    专利说明:

    one
    The invention relates to the manufacture of reinforced concrete products, in particular pre-stressed ones.
    A known device for the manufacture of prestressed reinforced concrete products, comprising a squirrel cage rotating chamber composed of parallel rings connected into a single structure by means of longitudinal beams arranged around their circumference, a fixed JQ truss passing inside the chamber and fixed along the ends on the base, the forms installed between the longitudinal beams, and the process equipment placed around the circumference of the chamber and designed to clean the forms, install reinforcement in them , fixing it and tensioning, vibrating compacted, laid into the forms of concrete, heat treatment of the molded products, removal of finished products and removal of these products to the finished product storage, as well as movable concrete pavers with working bodies for compacting and smoothing down the backward layer of concrete in the forms installed on guides fixed-fi
    the truss, and the mechanism of rotation of the camera relative to its longitudinal axis (1.
    A disadvantage of the known installation is the complexity of the design and small overlap due to the large number of assemblies.
    The purpose of the invention is to increase reliability and simplify the design.
    This goal is achieved by the fact that, in a dp installation, manufacture prestressed concrete products containing a rotating squirrel cage made up of parallel rings connected into a single structure by means of longitudinal beams arranged around their circumference, chambers and fixed at the ends on the base, the forms installed between the longitudinal beams, and technological equipment placed around the circumference of the chamber and intended for cleaning the forms, installing reinforcement in them, fixing it and tensioning, vibrating compacted in concrete forms, heat treatment of molded products, demolding finished products and removing these products in the finished products warehouse, as well as mobile concrete pavers with working bodies for compacting and smoothing the surface layer of concrete in the forms , mounted on guides of a non-movable truss, and the mechanism of rotation of the chamber relative to its longitudinal axis, each longitudinal beam is made continuous with trapezoidal profile, attached with large Based on the trapezoid to the inner surface of the rings to be placed between these 6ajiKaN № series (jopM, and along the ends of the longitudinal beams there are transverse beams-supports on which the fixing and tensioning equipment of the reinforcement is attached, with the molds fitted with tight lids interacting with the forms .
    At the same time, the equipment for fixing and tensioning the reinforcement consists of fixed and single gripping devices attached from opposite transverse beams-stops of the rotating chamber, with the fixed fixture mounted in the connecting rod, at one end of which a hook is fixed to fix the reinforcement, and on the other - a clamp for fixing on transverse beams, supports, and a movable one in the form of two tg, connected to each other by means of a screw-nut connection, at the ends of these clamps are hooks, one of which is designed for The fittings are rolled and the other is connected to the power drive, while the opposite side fixes this hook on the transverse beams-stops by means of a clamp and insert.
    Also, the equipment for fixing the tension of the reinforcement is made in the form of a fixed and movable traverse mounted on opposite beams-stops of the rotating chamber through wedge inserts, the movable traverse being made with a device for connecting it with a power drive.
    FIG. Figure 1 shows schematically an installation for the manufacture of prestressed products, general view, in section; in fig. 2 — equipment for securing concrete under load; in fig. 3 - equipment for tensioning the reinforcement (unit with a movable gripping device); in fig. 4 - equipment for fixing the reinforcement (unit with fixed gripping device); in fig. 5 - equipment for tensioning reinforcement with fixed and movable cross-beams, top view (option); in fig. 6 - the same, side view; in fig. 7 - equipment for laying concrete mix into forms; in fig. -8 - paver; in fig. 9 - equipment for stripping finished products; in fig. 10 - equipment for installation in reinforcement forms; in fig. 1D — pipe with a slit for installing the valve in the closed state; in fig. 12 - the same, in the open state.
    The installation for the manufacture of prestressed concrete products contains a rotating chamber 1 in which the molds 2 are installed. A fixed truss 3 is located inside the rotating chamber and is intended for installation of technological equipment on it.
    The rotating chamber 1 is composed of parallel rings 4 and 5 mounted on rollers 6 and interconnected by means of beams 7, evenly spaced around the entire circumference in this way. The structure of the chamber resembles a squirrel wheel. The beams 7 form between each other grooves in which the forms 2 are installed.
    Each longitudinal beam 7 is made continuous with a trapezoidal profile and is attached with a large base of the trapezoid to the inner surface of the rings 4 and 5.
    The rotating chamber has at one end (in the longitudinal direction) the equipment 8 for fixing the reinforcement 9, and at the other - the equipment 10 for tensioning it.
    The longitudinal beams 7 are connected at the ends by transverse beams 11–14 and form spaces 15 and 16 for accommodating equipment for fixing 8 and tension 10 for reinforcement 9.
    The unit forms are connected so that they form a chill 17.
    On bases 18, attached to longitudinal beams 7, beds 19 are installed.
    Kokil 17 is installed on the frame 19, mechanically strong from a group of profiles like I-beam. The fixing of the chill mold on the frame is preferably removable, for example with the help of bolts and nuts.
    A lid 20 is provided for closing each mold battery after pouring concrete, and a tubular holder 21 for transporting caps 20, for holding, which on unit forms 2 is provided with an arcuate rail 22 and rollers 23.
    The installation for setting concrete under load has a clamping element 24 mounted on an axis 25 and provided with a rail 26 intended for supporting rollers 23 mounted on each end of the holder 21. To rotate the gripping element 24 around axis 25 there is a jack 27 ball mounted on fixed truss 3. For returning the holders 21 and the covers 20 to the lower part of their trajectory, a guide 28 is provided. The gripping element 24 is intended to place the rail 26 into the groove on the upper end of the rail 22. To receive a load the ends of the holder 21 serves as a chain mechanism 29.
    The equipment for fixing and tensioning the reinforcement is made in the form of a stationary one in a movable gripping device, the stationary one containing a hook 30 fixed on one end of the rod 31, the other end of which is connected to the And and 12 fixed on transverse beams 32 by means of a head 33 .
    The movable gripping device contains two rods 34 and 35 connected to each other by means of a screw-nut connection 36, hooks 37 and 38 are fixed at the ends of these arms, the hook 37 is predetermined for fixing the reinforcement 9, and the hook 38 for connection with the force driven, with this opposite side, the hook 38 is fixed on the transverse beams-stops 39 by means of a washer 40 and an insert 41.
    The equipment for fixing and tensioning the reinforcement is accomplished as follows.
    It consists of a fixed 42 and a movable 43 traverse mounted on opposite transverse beams-stops 44 and 45 through the wedge insert 46.
    The fixed traverse 42 is made with a partition 47 in which the ends of the reinforcement 9 are fixed. The fixed traverse 42 is made with an inclined surface. Adjacent to it is gshastina of constant thickness 48, in contact with the inclined surface of the anvil 44.
    The device for connecting the movable cross member 43 with a power drive (not shown) is designed in the form of a head 49 with an opening 50. The mobile cross member 43 has a reinforced bead 51 in which the ends of the reinforcement 9 are fixed.
    The armaurare tensioning equipment includes a frame 52 having an inclined surface and in contact with the support beam 45. Plates 53 are mounted on each of the ends of the longitudinal beams, which serve as part of the frame 52. The holes 54 on the plates 53 are designed to pass wedge inserts 46. The head 49 contained pieces of transverse stoppers 55 connected to springs 56, rotating handles 57 and a transfer cable 58 for pulling the stoppers into slots 59.
    Plant for manufacturing prestressed concrete products
    comprises a conveyor carriage 60 moving along rails 61 mounted on frame 62 of a fixed truss 3. The guide 61 extends outside the chamber to a hopper 63 with a concrete mix. A metering carriage 64 is provided for transferring concrete from the hopper 63 to the carriage conveyor 60 and is located outside the rotating chamber.
    The installation comprises a movable concrete brick 65 mounted on the guides 61 of the fixed truss 3, on which the conveyor carriage 60 is also installed, but on the opposite side of the chamber. The paver is made with a bunker 66 with a working tool for compacting concrete smoothing in the form of a vibrating head 67 connected to the bunker 66. In addition, the installation contains equipment for vibrating flat laid concrete in the form of vibrating bars 68 held at the window lifters 69, as well as the vibro-eccentric 70.
    The equipment for heat treatment of the laid concrete occupies approximately a quarter of the circular section of the rotating chamber 1. It contains a semi-cylindrical heat shield 71 placed outside the rotating chamber I, a second heat shield 72 located inside the rotating chamber and fixed on the fixed farm 3. SpraHciBO between two screens 71 n 72 closed from the ends by movable partitions 73. Infrared radiators, gas or electric heaters can be used for heat treatment of concrete.
    The equipment for demolishing the ready-made products contains a head .74 movably mounted on a tubular hinge 75. The hinge pipes 76 rest on vertical posts 77 having rollers 78 mounted on the guide 79. The head contains grooves 80 for receiving the molded products 81.
    The bottom of the forms 2 intersect cylindrical pushers 82 in the form of rods. The pipe 76 is provided with a radial protrusion 83, on which it is hinged, the end of the coupling jack 84 rigidly fixed on the fixed farm 3.
    The equipment for dismantling finished products also contains an ejector 85, which consists of pins 86 mounted on a head 87 capable of being moved with jacks 88. The equipment for installing the reinforcement in form 2 contains a tubular element 89 with two supports 90 on which the rim is evenly mounted a tooth 91 with slots 92 extending at the outer edges of the teeth 91 and successively located in the same 7, 9 plane passing along the axis of the tubular member. The valve 9 in the form of rods continuously enters the upper part of the device. The equipment for installing the reinforcement into the molds also contains a pipe 93 with a longitudinal slit 94 N and can rotate in a cylindrical support 95, having a slit 96 in its lower part and rigidly fixed to the fixed farm 3. A platform 97 is provided for resetting the reinforcement. The slits 92 can be closed in the upper part of the rocker arm 98, connected with the arm 99, opening these slots 92. The tool 100 serves to remove the items after stripping. The rotation mechanism of the camera relative to its longitudinal axis includes rollers 101 located on each outside of the parallel rings 4 and 5, the jack 102, the cylinder 103 of which is articulated by its lower part with the fixed axis 104, and the end of the pull 105 of which is equipped with a device for gripping the cords 106, protruding on the face surfaces outwards around the entire circumference. The arc of a circle separating two adjacent spikes 108 corresponds to the angle between the planes of the middle of two adjacent rows of shapes. This arc corresponds to the angular angle of rotation of the chamber. The stationary truss 3 is fixed at the ends 107 on the base 108. An installation for the manufacture of prestressed reinforced concrete products works as follows. The rotating chamber 1 of the JWrc is moved with the help of a jack 102, and the ha of the jack 105 is pushed up and its end engages with pinch 106. When fluid is pumped into the cylinder of the jack .102, the pin 105 returns to the cylinder in such a way that any of the plugs 106 coupled to the end of the gig 105, shifts down. With this ring. 4 and 5 are rotated by the end of the gig 105 by one pitch. When the end of the throttle 105 is disengaged from the emergency gear 106 tons of the 105 jack 102 again exits the cylinder 103 to engage at its end with the next alignment of the front spindle 106. The camera moves in a clockwise direction. A series of empty molds 2 fit into the equipment for installing armature 9 therein, which flows continuously into the upper part of the tubular element 89. When the length of the incoming armature. corresponds to the design, it is introduced into the pipe 93, where it is cut and falls on its inner surface. The armature is continuously inserted into the upper part of the pipe 93, the rotation of which njJH is carried out in such a way that the slot 94 occupies the lower position and the armature 9 is ejected from the pipe and falls under the action of the force T of the sheet into the slot 92. The tubular element 89 is rotated under the effect of the weight of the reinforcement located in the slots 92, drops the reinforcement 9 to the platform 97, where they are received by the personnel servicing the installation. The rocker arms 98 and 99, located at the level of the pipe 93, provide for the filling of the slots 92 with the reinforcement 9, and at the level of the platform 97 provide a continuous supply of the reinforcement embedded in the slots 92. When a series of empty forms 9 fit the equipment for supplying the reinforcement 9 to the forms 2, the operator places them in the mold. At this time, the reinforcement extends the entire length of the chamber and penetrates several forms 2 arranged in series. After installation, the valves are fixed and tensioned. For this, the reinforcement 9 is fixed at one end on the hook 30, and the other on the hook 37. Tension is applied from a power drive (not shown) connected to the top 35 by means of the hook 38. This causes the longitudinal movement of the hooks 38 relative to the shroud 40, when the elongation value reaches the target value, inserts are installed between the washer 40 and the hook 30. The fixing and tensioning of the reinforcement is carried out as follows. The ends of the reinforcement 9 are fixed on the partition 47 of the fixed cross member 42. The tension is applied by means of a power actuator (not shown) to the front cross member 43, which slides inside the frame 52 until the stoppers 55 come out of the grooves 59 under the action of the springs 56. and will be at the bead of the frame 52. After the logo, the power drive is disconnected, since the overhangs 55 retain the yoke 43 with the tension of the first valve. Forms with fittings after the seams of chemicals fit under the carriage of the conveyor 60. The concrete mixture from the hopper 63 is fed into the carriage batcher 64, and then the mixture enters the carriage of the conveyor, 60, which, moving over the forms 2 along the guides 61 , fills: their concrete mix. Forms 2 filled with concrete are vibrated using vibrating bars 68, which are pressed to the form and held using elevators 60. Vibroex dentric 70 is used to transmit vibrational movement. Then, the surface layer of concrete is compacted and smoothed. in forms 2 using a mobile paver 65. A concrete paver 65 with a hopper 66 filled with concrete mix is guided along the guides 61 of the stationary truss 3. The concrete mix from the hopper 66 is filled into form 2 for the remaining heights y Then the vibrating head 67 is lowered, with which the surface layer of concrete is compacted and smoothed. The filled forms 2 are curved 20, which are carried by the tubular holder 21. The forms 2 with concrete and the curtains 20 move up to the upper end of the arcuate rail 22. When the concrete is sufficiently gripped, the covers 20 are removed. The tubular member 21 returns along the guide 28 to its initial position. Then forms 2 with the laid concrete are transferred for heat treatment into the space between
    Do screens 71 and 72.
    At the end of the heat treatment of the products, the tension of the reinforcement and the transfer of stress to the concrete are gradually reduced. For this, in the first case, the nut is gradually unscrewed at the connection of the screw nut 36, away from the transverse balancers I and 12, and in the second case, simultaneous removal of the nut and reduction of the tension is carried out. At the same time, the flasher 85 displaces the pins 86, applies pressure to the product, and the stoppers 55 serve to move the traverse 42 and the frame 48 inevitably. Radial movement along the inclined surfaces, first Astine 52, and then beams-stops 44 and 45 leads to a gradual decrease tension fittings.
    The products located in the grooves 80 are then removed by the head 74 by the means 100. For dismantling, the reinforcement between the several pieces is cut.
    The economic effect of using the proposed facility is to increase the reliability and simplify the design compared to the known one.
    权利要求:
    Claims (3)
    [1]
    Invention Formula
    1, Installation for the manufacture of prestressed concrete products, containing a rotating squirrel cage, composed of parallel rings connected into a single structure by means of longitudinal beams located around their circumference, a fixed truss passing inside the chamber and fixed around their circumference , a fixed truss, extending inside the chamber and fixed along the ends on the base, the forms installed between the longitudinal beams and technological rolls have transverse beams on which repits machinery for tensioning reinforcement, the forms provided with pressing lids which interact with forms.
    [2]
    2. The installation according to claim 1, in connection with the fact that the equipment for fixing and tensioning the reinforcement consists of
    fixed and movable grippers attached to opposite transverse beams-stops of the rotating chamber, the fixed fixture made in the form of a rod, at one end of which there is a hook for fixing, reinforcement, and at the other - a lock for fixing on transverse beams-stops, and movable - in the form of two tg g, connected to each other by means of a screw-nut connection, hooks are fixed at the ends of these tg, one of which is intended for fixing the reinforcement, and the other - to give connections to the power drive, The opposite side of this hook is fixed on the transverse beams by means of a washer and insert.
    [3]
    3. Installation under item 1, that is, with the fact that the equipment for fixing and tensioning the reinforcement in dp is performed in the form of a fixed and movable traverse,
    mounted on opposite beams of the rotating chamber through the wedge inserts, the movable cross-beam being made with a device for connecting it with a power drive. Sources of information taken into account during the examination 1. US patent N "3732044, cl. 425-111, 1973 (prototype). 110 equipment placed around the circumference of the chamber and intended for cleaning forms, installing reinforcement in them, fixing it and tensioning, vibrating compaction, pressed concrete into forms, heat treating the molded products, dismantling finished products and removing these products to the finished goods warehouse, as well as mobile pavers with working bodies for compaction and laying of the surface layer of concrete in the forms installed on the guides of the fixed truss, and the mechanism of rotation of the chamber relative to its longitudinal axis, In order to improve reliability and simplify the construction, each longitudinal beam is made continuous, with a trapezoidal profile, attached with a large base to the inner surface 4 of the arrangement between these beams are a number of forms, and along the ends of the longitudinal / 6 fOd 4 (rig Ш6
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    类似技术:
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    SU1694375A2|1991-11-30|Cassette line
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    同族专利:
    公开号 | 公开日
    JPS5727804B2|1982-06-12|
    BR7601872A|1976-09-28|
    JPS51145518A|1976-12-14|
    AU506282B2|1979-12-20|
    ES446401A1|1977-11-01|
    AT348911B|1979-03-12|
    US4061454A|1977-12-06|
    BE840089A|1976-09-27|
    FR2305284A1|1976-10-22|
    DD123623A5|1977-01-05|
    DK129976A|1976-09-28|
    GR60032B|1978-03-31|
    ATA220576A|1978-07-15|
    FR2305284B1|1977-11-18|
    ZA761842B|1977-04-27|
    NL7603025A|1976-09-29|
    CA1068884A|1980-01-01|
    DE2612521C2|1983-12-08|
    CS188276B2|1979-02-28|
    SE412547B|1980-03-10|
    SE7603638L|1976-09-28|
    AU1241476A|1977-09-29|
    IT1060951B|1982-09-30|
    GB1547665A|1979-06-27|
    DE2612521A1|1976-10-14|
    LU74652A1|1977-01-28|
    PL110322B1|1980-07-31|
    CH612118A5|1979-07-13|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    DE1683878A1|1968-02-24|1971-03-11|Hermann Kuesel|Method and device for the production of concrete blocks|
    US3577613A|1968-04-16|1971-05-04|Little Inc A|Portable molding apparatus|
    FR2060445A5|1969-07-25|1971-06-18|Borcoman Mircea|
    FR2062090A5|1969-10-10|1971-06-25|Borcoman Mirdea|
    US3666388A|1970-01-28|1972-05-30|Storck August Gmbh|Apparatus for producing hollow sweet meats|
    US3659986A|1970-03-16|1972-05-02|Nathan L Gelbman|Apparatus for making concrete products|
    FR2106915A5|1970-09-29|1972-05-05|Saret|FR2385510B1|1977-03-28|1982-07-09|Costamagna & Cie B M|
    FR2442116B1|1978-11-22|1984-12-14|Borcoman Mircea|
    FR2498976B1|1981-02-04|1983-10-21|Borcoman Mircea|
    JPH0363281B2|1983-07-29|1991-09-30|Hino Motors Ltd|
    JPS63253801A|1987-04-07|1988-10-20|Pioneer Electronic Corp|Electric automobile|
    IT1206781B|1987-04-29|1989-05-03|Scac Spa|PLANT FOR THE MANUFACTURE OF LINEAR MANUFACTURES IN REINFORCED REINFORCED CONCRETE.|
    FR2685885B1|1992-01-08|1994-03-25|Mircea Borcoman|PROCESS, WORKSHOPS AND BARREL FACTORIES, SERVICING PLANTS AND ASSEMBLY STRUCTURES FOR THE MANUFACTURE OF MOLDABLE PRODUCTS, PARTICULARLY CONCRETE BASED.|
    ES1057875Y|2004-06-18|2005-01-16|Pellicer Carlos F|TENSOR INSTALLATION OF THE ARMORS OF ARCHITECTURAL ELEMENTS PRETENSED.|
    CN113001750A|2021-03-04|2021-06-22|合肥奎诺建筑工程有限公司|Reinforced concrete prefabricated part forming manufacturing method|
    法律状态:
    优先权:
    申请号 | 申请日 | 专利标题
    FR7509580A|FR2305284B1|1975-03-27|1975-03-27|
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