CN112388818A - Casting molding method for assembled building beam column - Google Patents

Casting molding method for assembled building beam column Download PDF

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Publication number
CN112388818A
CN112388818A CN202011293951.4A CN202011293951A CN112388818A CN 112388818 A CN112388818 A CN 112388818A CN 202011293951 A CN202011293951 A CN 202011293951A CN 112388818 A CN112388818 A CN 112388818A
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CN
China
Prior art keywords
support
tamping
pouring
beam column
belt
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Withdrawn
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CN202011293951.4A
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Chinese (zh)
Inventor
李西华
陈益民
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Hangzhou Tianjia Building Materials Technology Co ltd
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Hangzhou Tianjia Building Materials Technology Co ltd
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Priority to CN202011293951.4A priority Critical patent/CN112388818A/en
Publication of CN112388818A publication Critical patent/CN112388818A/en
Withdrawn legal-status Critical Current

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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B21/00Methods or machines specially adapted for the production of tubular articles
    • B28B21/02Methods or machines specially adapted for the production of tubular articles by casting into moulds
    • B28B21/10Methods or machines specially adapted for the production of tubular articles by casting into moulds using compacting means
    • B28B21/12Methods or machines specially adapted for the production of tubular articles by casting into moulds using compacting means tamping or ramming the material or the mould elements
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B21/00Methods or machines specially adapted for the production of tubular articles
    • B28B21/56Methods or machines specially adapted for the production of tubular articles incorporating reinforcements or inserts

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  • Engineering & Computer Science (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

The invention provides an assembly type building beam column casting molding method which comprises a tamping mechanism, a casting clamping mechanism and a main beam support, wherein the main beam support is provided with the casting clamping mechanism, the tamping mechanism is arranged right above the casting clamping mechanism, and the tamping mechanism is arranged on the edge end face of the casting clamping mechanism; the invention solves the problems that the existing building beam column can only be installed and poured according to a pouring mold with one type size, a plurality of types and sizes can not be set and installed simultaneously, and simultaneously, the pouring mold after pouring molding is not easy to detach, so that the construction efficiency is influenced, tamping in the beam column pouring molding process is the key of concrete construction, and the tamping plays a decisive role in the compactness of concrete, the integrity of the structure and the accuracy of the dimension of a component.

Description

Casting molding method for assembled building beam column
Technical Field
The invention relates to the technical field of assembly type buildings, in particular to a beam column casting molding method of an assembly type building.
Background
The fabricated structure is a concrete structure which is formed by assembling and connecting prefabricated components serving as main stress components for short; the assembled reinforced concrete structure is one of the important directions for the development of the building structure in China, is beneficial to the development of the industrialization of the building in China, improves the production efficiency, saves energy, develops green and environment-friendly buildings, and is beneficial to improving and ensuring the quality of the building engineering;
the precast concrete beam column is an important way for improving the construction quality and accelerating the construction progress; at present, the construction engineering popularizes and adopts a cast-in-place reinforced concrete beam column structure, and the basic procedures comprise building a frame, binding reinforcing steel bars, arranging rigid templates according to the size and shape of the beam or the column, forming a mold frame, fastening, then pouring concrete slurry for tamping, and removing the mold after the concrete is completely solidified and hardened;
at present, the existing building beam column can be installed and poured only according to a pouring mold with one type size during pouring, a plurality of types and sizes cannot be set and installed at the same time, and meanwhile, the pouring mold after pouring forming is not easy to detach, so that the construction efficiency is influenced, tamping in the beam column pouring forming process is a key of concrete construction, and the method plays a decisive role in the compactness of concrete, the integrity of a structure and the accuracy of the size of a component; therefore, the invention provides a pouring molding method of an assembled building beam column.
Disclosure of Invention
In order to achieve the purpose, the invention adopts the following technical scheme that the method for casting and molding the assembled building beam column uses a building beam column casting and molding device, the molding device comprises a tamping mechanism, a casting clamping mechanism and a main beam bracket, and the concrete method for casting and molding the assembled building beam column by using the molding device comprises the following steps:
s1, adjusting the diameter of beam column casting: placing corresponding pouring molds according to the diameter of the poured beam column, and synchronously adjusting the diameter size through a pouring clamping mechanism, so that the pouring molds with different diameters can be placed appropriately;
s2, mounting of a pouring mold: locking and fixing the casting mold placed in the step S1 through a casting clamping mechanism to complete positioning and installation of the casting mold;
s3, placing pouring steel bars: placing the steel bars into the casting mold in the S2 by a constructor, and fixing the steel bars;
s4, tamping the concrete: the concrete is poured in the pouring mould through the tamping mechanism, and the spiral tamping operation is carried out, so that the concrete tamping efficiency and the compacting quality are improved;
the main beam support is provided with a pouring clamping mechanism, a tamping mechanism is arranged right above the pouring clamping mechanism, and the tamping mechanism is arranged on the edge end face of the pouring clamping mechanism;
the tamping mechanism comprises a T-shaped bracket, a lifting unit, a linkage belt, a chain wheel, a chain, a motor and a rocking wheel; the T-shaped support is arranged on the edge end face of the pouring clamping mechanism, a plurality of groups of lifting units which are linearly distributed along the length direction of the T-shaped support are arranged on the T-shaped support, the lifting units are mutually connected through a linkage belt arranged at the rear side shaft end, the chain wheels are respectively arranged on the lifting units through bearings, the chain wheels are mutually meshed and rotatably connected through chains arranged on the outer ring, the motor is arranged on the lifting unit on the left side through a motor base, the output shaft of the motor is mutually connected with the chain wheels through a flange, and the rocking wheel is arranged on the rear side shaft end of the lifting unit on the left side;
the lifting unit comprises a vertical plate bracket, a driving wheel, a lifting belt, a guide rail, a sliding rod, a pulley, a universal joint, a tamping shaft lever, a main clamping jaw and an auxiliary clamping jaw; the vertical plate support is arranged on the T-shaped support, the driving wheels are symmetrically arranged on the inner side end face of the vertical plate support up and down through bearings, the rear side shaft end of the driving wheel positioned above is connected with the linkage belt through a rolling mode, the two driving wheels are mutually rotationally connected through a lifting belt arranged on an outer ring, a guide rail is arranged on the outer side of the lifting belt, the guide rail is arranged on the vertical plate support, a sliding rod is arranged on the guide rail through a sliding fit mode, the sliding rod is mutually connected with the lifting belt, pulleys are symmetrically arranged on the inner wall of the sliding rod through the bearings in the left-right direction, the pulleys are mutually abutted against the inner wall of the guide rail through the rolling mode, the universal joint is arranged on the sliding rod through the bearings, the top shaft end of the universal joint is mutually connected with a chain wheel, and a tamping shaft rod is arranged on the bottom shaft, a main clamping jaw and an auxiliary clamping jaw are arranged right ahead of the tamping shaft rod, the main clamping jaw is arranged on the bottom wall of a shaft head at the front end of the sliding rod, the auxiliary clamping jaw is arranged on the main clamping jaw through a hinge pin, and the main clamping jaw and the auxiliary clamping jaw are mutually connected through a torque spring; through the rotatory linkage area of rocking wheel, make the drive wheel synchronous revolution, rotate through the drive wheel and pull up the area, realize the slide bar and go up and down to remove on the guide rail to alleviate the removal frictional resistance of slide bar through the pulley, rethread motor drive sprocket rotates with the chain meshing, makes the tamping axostylus axostyle carry out the spiral tamping operation to the concrete of pouring, and the rotation of ninety degrees directions of rethread universal joint makes the tamping axostylus axostyle after the tamping operation is accomplished carry out the centre gripping through main clamping jaw and vice clamping jaw and receive and release.
Preferably, the pouring clamping mechanism comprises a platform support, an annular base, a clamping unit, an L-shaped support, a belt wheel, a transmission belt and a hand wheel; platform support mounting on the terminal surface of girder support, be located and be provided with a plurality of annular bases that are linear distribution along its length direction on platform support's the terminal surface, be provided with the centre gripping unit under the annular base, the even installation of centre gripping unit on girder support, and the length direction of centre gripping unit along its girder support is linear distribution, be located and be provided with L type support under the centre gripping unit, L type support even install on girder support's diapire, and L type support is linear distribution along the length direction of its girder support, L type support on install the band pulley through the bearing, the band pulley between connect through the drive belt rotation that the outer lane set up, the top terminal surface and the centre gripping unit interconnect of band pulley, the hand wheel install and serve at the bottom that is located the left side band pulley.
Preferably, the clamping unit comprises a platform disc, a positioning frame and a locking bolt; the platform disc is installed on the main beam support through a bearing, the bottom shaft end of the platform disc is connected with a belt wheel, the positioning frames are evenly installed on the main beam support in a sliding fit mode, the positioning frames are distributed in an annular mode along the circumferential direction of the platform disc, the positioning frames are connected with the platform disc in a sliding mode through cam followers, and a plurality of groups of locking bolts which are distributed linearly along the height direction of the positioning frames are arranged on the positioning frames; the platform disc rotation control positioning frame is adjusted in a moving mode through rotation of the hand wheel rocking belt wheel and the transmission belt, the positioning frame is made to cling to the outer wall of the beam column casting mold, and the beam column casting mold placed on the annular base is installed and fixed through the locking bolt.
Preferably, be provided with the degree of depth sign on the medial surface of riser support, will be provided with the degree of depth sign on the medial surface of riser support, be convenient for the accurate removal degree of depth that tamp axostylus axostyle descends the tamped concrete, to the beam column pouring of co-altitude not to the tamping operation of concrete is carried out to the corresponding degree of depth that descends.
Preferably, the platform support on be provided with the rectangle slot hole that the multiunit is linear distribution along its length direction, will the platform support on be provided with the rectangle slot hole that the multiunit is linear distribution along its length direction, be convenient for prevent to interfere the removal regulation of locating rack, and played the effect of direction when removing to the locating rack.
Preferably, the platform disc is evenly provided with arc-shaped waist holes along the circumferential direction of the platform disc, the arc-shaped waist holes are evenly formed on the platform disc along the circumferential direction of the platform disc, so that the outward expansion and inward contraction movement adjustment of the positioning frame can be synchronously controlled, and the requirement of connection and fixation with beam column casting molds with different diameters can be met.
The invention has the beneficial effects that:
according to the invention, beam column casting molds with different diameters can be connected and fixed through the clamping unit, and depth marks are arranged on the vertical plate support, so that the moving depth of the tamping shaft rod for descending and tamping concrete is accurately known, and the beam columns with different heights are cast, so that the concrete is tamped correspondingly to the descending different depths, and the descending depth of the tamping shaft rod is prevented from exceeding the depth of the beam column casting mold, and the tamping shaft rod is prevented from being abutted and interfered with other working parts to damage the working parts, thereby causing the movement fault of machinery; and be provided with the spiral pusher jack on the tamping axostylus axostyle, be convenient for carry out the tamp repeatedly to the concrete, make its closely knit shaping, support through the spiral pusher jack is rotatory and push away the concrete, improved the tamping efficiency and the closely knit quality of beam column pouring in-process.
The universal joint can be linked with the tamping shaft lever to rotate, the filled concrete is tamped, and the tamping shaft lever after tamping operation is completed can be clamped and retracted through the main clamping jaw and the auxiliary clamping jaw through rotation of the universal joint in the ninety-degree direction, so that the tamping shaft lever is convenient to place safely after being used, accidents are avoided, and the carrying of the formed beam column is not hindered.
The electric motor drives the tamping shaft lever to rotate forward to realize the spiral squeezing and pushing of the poured concrete to carry out spiral tamping operation, and the tamping shaft lever rotates reversely when moving upwards to peel off and remove the concrete stored on the surface, so that the concrete is prevented from being lifted out and causing waste of concrete raw materials.
Drawings
The invention is further illustrated with reference to the following figures and examples.
FIG. 1 is a schematic view of a pouring molding process of an assembled building beam column of the present invention;
FIG. 2 is a schematic representation of the right-hand side perspective of the home position of the present invention;
FIG. 3 is a schematic view of the left side perspective of the home position of the present invention;
FIG. 4 is an enlarged view of a portion of the invention at A in FIG. 3;
FIG. 5 is a schematic top perspective view of the present invention;
FIG. 6 is an enlarged view of a portion of the invention at B in FIG. 5;
FIG. 7 is a perspective view of the present invention in a rear-view position;
FIG. 8 is a partial perspective sectional view of the present invention in a primary viewing position;
FIG. 9 is an enlarged view of a portion of the invention at C of FIG. 8;
fig. 10 is a partial enlarged view of the invention at D in fig. 8.
Detailed Description
In order to make the technical means, the creation features, the achievement purposes and the effects of the invention easy to understand, the invention is further described below by combining with the specific drawings, and it is to be noted that the embodiments and the features in the embodiments can be combined with each other in the application without conflict.
As shown in fig. 1 to 10, a method for casting and molding an assembled building beam and column uses a casting and molding device for a building beam and column, the molding device includes a tamping mechanism 1, a casting clamping mechanism 2 and a main beam support 3, and the concrete method for casting and molding the assembled building beam and column by using the molding device is as follows:
s1, adjusting the diameter of beam column casting: placing corresponding pouring molds according to the diameter of the poured beam column, and synchronously adjusting the diameter through the pouring clamping mechanism 2, so that the pouring molds with different diameters can be placed appropriately;
s2, mounting of a pouring mold: locking and fixing the casting mold placed in the step S1 through the casting clamping mechanism 2 to complete the positioning and installation of the casting mold;
s3, placing pouring steel bars: placing the steel bars into the casting mold in the S2 by a constructor, and fixing the steel bars;
s4, tamping the concrete: the concrete is poured in the pouring mould through the tamping mechanism 1, and the spiral tamping operation is carried out, so that the concrete tamping efficiency and the compacting quality are improved;
the main beam support 3 is provided with a pouring clamping mechanism 2, a tamping mechanism 1 is arranged right above the pouring clamping mechanism 2, and the tamping mechanism 1 is arranged on the edge end face of the pouring clamping mechanism 2;
the pouring clamping mechanism 2 comprises a platform bracket 20, an annular base 21, a clamping unit 22, an L-shaped bracket 23, a belt wheel 24, a transmission belt 25 and a hand wheel 26; the platform support 20 is installed on the end surface of the main beam support 3, a plurality of groups of rectangular long holes which are linearly distributed along the length direction of the platform support 20 are arranged on the platform support 20, and a plurality of groups of rectangular long holes which are linearly distributed along the length direction of the platform support 20 are arranged on the platform support, so that the interference of the movement adjustment of the positioning frame 222 is prevented, and the positioning frame 222 is guided when moving; a plurality of ring-shaped bases 21 are arranged on the end surface of the platform support 20 and are linearly distributed along the length direction, a clamping unit 22 is arranged right below the annular base 21, the clamping unit 22 is uniformly arranged on the main beam bracket 3, the clamping units 22 are linearly distributed along the length direction of the girder support 3, the L-shaped support 23 is arranged right below the clamping units 22, the L-shaped support 23 is uniformly arranged on the bottom wall of the girder support 3, and the L-shaped support 23 is linearly distributed along the length direction of the main beam support 3, a belt wheel 24 is arranged on the L-shaped support 23 through a bearing, the belt wheels 24 are mutually rotationally connected through a transmission belt 25 arranged on an outer ring, the top end surfaces of the belt wheels 24 are mutually connected with the clamping unit 22, and the hand wheel 26 is arranged on the bottom shaft end of the left belt wheel 24;
the clamping unit 22 comprises a platform disc 221, a positioning frame 222 and a locking bolt 223; the platform disc 221 is mounted on the main beam support 3 through a bearing, the bottom shaft end of the platform disc 221 is connected with the belt wheel 24, the platform disc 221 is uniformly provided with arc-shaped waist holes along the circumferential direction, the outward expansion and inward contraction movement adjustment of the positioning frame 222 can be synchronously controlled, and the connection and fixation with beam column casting molds with different diameters can be met; the positioning frames 222 are uniformly installed on the main beam support 3 in a sliding fit manner, the positioning frames 222 are annularly distributed along the circumferential direction of the platform disc 221, the positioning frames 222 are mutually connected with the platform disc 221 in a sliding manner through cam followers, and a plurality of groups of locking bolts 223 are arranged on the positioning frames 222 and are linearly distributed along the height direction of the positioning frames; the wheel 24 and the transmission belt 25 are rotated by the hand wheel 26, so that the platform disc 221 rotates to control the distance movement adjustment of the positioning frame 222, the positioning frame 222 is tightly attached to the outer wall of the beam column casting mold, and the beam column casting mold placed on the annular base 21 is installed and fixed through the locking bolt 223.
The tamping mechanism 1 comprises a T-shaped support 10, a lifting unit 11, a linkage belt 12, a chain wheel 13, a chain 14, a motor 15 and a rocking wheel 16; the T-shaped support 10 is arranged on the edge end face of the platform support 20, a plurality of groups of lifting units 11 which are linearly distributed along the length direction of the T-shaped support 10 are arranged on the T-shaped support, the lifting units 11 are mutually connected through linkage belts 12 arranged at the rear side shaft ends, chain wheels 13 are respectively arranged on sliding rods 115 through bearings, the chain wheels 13 are mutually meshed and rotatably connected through chains 14 arranged on the outer rings, a motor 15 is arranged on the sliding rod 115 at the left side through a motor base, an output shaft of the motor 15 is mutually connected with the chain wheels 13 through flanges, and a rocking wheel 16 is arranged on the rear side shaft end of the lifting unit 11 at the left side;
the lifting unit 11 comprises a vertical plate bracket 111, a driving wheel 112, a lifting belt 113, a guide rail 114, a sliding rod 115, a pulley 116, a universal joint 117, a tamping shaft lever 118, a main clamping jaw 119 and an auxiliary clamping jaw 119A; the vertical plate support 111 is arranged on the T-shaped support 10, the end face of the inner side of the vertical plate support 111 is provided with a depth mark, and the end face of the inner side of the vertical plate support 111 is provided with the depth mark, so that the moving depth of the tamping concrete lowered by the tamping shaft rod 118 can be known accurately, and the tamping operation of the concrete can be performed according to different lowering depths by pouring the concrete into the beam columns with different heights; the driving wheels 112 are vertically and symmetrically arranged on the inner side end face of the vertical plate support 111 through bearings, the rear side shaft end of the driving wheel 112 positioned above is mutually connected with the linkage belt 12 in a rolling mode, the two driving wheels 112 are mutually and rotatably connected through a lifting belt 113 arranged on an outer ring, a guide rail 114 is arranged on the outer side of the lifting belt 113, the guide rail 114 is arranged on the vertical plate support 111, a sliding rod 115 is arranged on the guide rail 114 in a sliding fit mode, the sliding rod 115 is mutually connected with the lifting belt 113, pulleys 116 are symmetrically arranged on the inner wall of the sliding rod 115 through bearings, the pulleys 116 are mutually abutted against the inner wall of the guide rail 114 in a rolling mode, the universal joint 117 is arranged on the sliding rod 115 through bearings, the top shaft end of the universal joint 117 is mutually connected with the chain wheel 13, and a tamping shaft 118 is arranged on the bottom shaft end of the universal joint 117, a main clamping jaw 119 and an auxiliary clamping jaw 119A are arranged right ahead of the tamping shaft 118, the main clamping jaw 119 is arranged on the bottom wall of a front end shaft head of the slide bar 115, the auxiliary clamping jaw 119A is arranged on the main clamping jaw 119 through a hinge pin, and the main clamping jaw 119 and the auxiliary clamping jaw 119A are connected with each other through a torque spring; the linkage belt 12 is rotated through the rocking wheel 16, the driving wheel 112 is synchronously rotated, the driving wheel 112 rotates to pull the belt 113, the sliding rod 115 moves in a descending mode on the guide rail 114, the moving friction resistance of the sliding rod 115 is reduced through the pulley 116, the chain wheel 13 is driven by the motor 15 to be meshed with the chain 14 to rotate, the tamping shaft rod 118 conducts spiral tamping operation on poured concrete, and the tamping shaft rod 118 after tamping operation is clamped and stored through the main clamping jaw 119 and the auxiliary clamping jaw 119A through the rotation of the universal joint 117 in the ninety-degree direction.
The foregoing illustrates and describes the principles, general features, and advantages of the present invention. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are given by way of illustration of the principles of the present invention, and that various changes and modifications may be made without departing from the spirit and scope of the invention as defined by the appended claims. The scope of the invention is defined by the appended claims and equivalents thereof.

Claims (6)

1. The utility model provides an assembled building beam column casting moulding method, it has used a building beam column casting moulding equipment, and this moulding equipment includes tamping mechanism (1), pouring fixture (2) and girder support (3), its characterized in that: the concrete method for casting and molding the assembled building beam column by adopting the molding equipment comprises the following steps:
s1, adjusting the diameter of beam column casting: placing corresponding pouring molds according to the diameter of the poured beam column, and synchronously adjusting the diameter size through the pouring clamping mechanism (2), so that the pouring molds with different diameters can be placed;
s2, mounting of a pouring mold: locking and fixing the casting mold placed in the S1 through a casting clamping mechanism (2) to complete positioning and installation of the casting mold;
s3, placing pouring steel bars: placing the steel bars into the casting mold in the S2 by a constructor, and fixing the steel bars;
s4, tamping the concrete: concrete is poured inside the pouring mould through the tamping mechanism (1), and spiral tamping operation is carried out, so that the concrete tamping efficiency and the compacting quality are improved;
the main beam support (3) is provided with a pouring clamping mechanism (2), a tamping mechanism (1) is arranged right above the pouring clamping mechanism (2), and the tamping mechanism (1) is arranged on the edge end face of the pouring clamping mechanism (2);
the tamping mechanism (1) comprises a T-shaped support (10), a lifting unit (11), a linkage belt (12), a chain wheel (13), a chain (14), a motor (15) and a rocking wheel (16); the T-shaped support (10) is arranged on the edge end face of the pouring clamping mechanism (2), a plurality of groups of lifting units (11) which are linearly distributed along the length direction of the T-shaped support (10) are arranged on the T-shaped support (10), the lifting units (11) are mutually connected through a linkage belt (12) arranged at the rear side shaft end, chain wheels (13) are respectively arranged on the lifting units (11) through bearings, the chain wheels (13) are mutually meshed and rotatably connected through chains (14) arranged on outer rings, a motor (15) is arranged on the lifting unit (11) at the left side through a motor base, an output shaft of the motor (15) is mutually connected with the chain wheels (13) through flanges, and a rocking wheel (16) is arranged at the rear side shaft end of the lifting unit (11) at the left side;
the lifting unit (11) comprises a vertical plate bracket (111), a driving wheel (112), a lifting belt (113), a guide rail (114), a sliding rod (115), a pulley (116), a universal joint (117), a tamping shaft lever (118), a main clamping jaw (119) and an auxiliary clamping jaw (119A); the vertical plate support (111) is arranged on the T-shaped support (10), the driving wheels (112) are vertically and symmetrically arranged on the inner side end face of the vertical plate support (111) through bearings, the rear side shaft end of the driving wheel (112) positioned above is connected with the linkage belt (12) in a rolling mode, the two driving wheels (112) are rotatably connected with each other through a lifting belt (113) arranged on an outer ring, a guide rail (114) is arranged on the outer side of the lifting belt (113), the guide rail (114) is arranged on the vertical plate support (111), a sliding rod (115) is arranged on the guide rail (114) in a sliding fit mode, the sliding rod (115) is connected with the lifting belt (113), pulleys (116) are symmetrically arranged on the inner wall of the sliding rod (115) in a left-right mode through bearings, and the pulleys (116) are abutted to the inner wall of the guide rail (114) in a rolling mode, universal joint (117) install on slide bar (115) through the bearing, and the top axle head and sprocket (13) interconnect of universal joint (117), be located and install tamping axostylus axostyle (118) on the bottom axle head of universal joint (117), be located and be provided with main clamping jaw (119) and vice clamping jaw (119A) in the dead ahead of tamping axostylus axostyle (118), main clamping jaw (119) install on the diapire of slide bar (115) front end axle head, vice clamping jaw (119A) install on main clamping jaw (119) through the hinge pin, and through torque spring interconnect between main clamping jaw (119) and vice clamping jaw (119A).
2. The cast molding method of the assembled building beam column according to claim 1, wherein: the pouring clamping mechanism (2) comprises a platform support (20), an annular base (21), a clamping unit (22), an L-shaped support (23), a belt wheel (24), a transmission belt (25) and a hand wheel (26); the platform support (20) is arranged on the end face of the girder support (3), a plurality of annular bases (21) which are linearly distributed along the length direction are arranged on the end face of the platform support (20), a clamping unit (22) is arranged under the annular bases (21), the clamping unit (22) is uniformly arranged on the girder support (3), the clamping unit (22) is linearly distributed along the length direction of the girder support (3), an L-shaped support (23) is arranged under the clamping unit (22), the L-shaped support (23) is uniformly arranged on the bottom wall of the girder support (3), the L-shaped support (23) is linearly distributed along the length direction of the girder support (3), belt pulleys (24) are arranged on the L-shaped support (23) through bearings, and the belt pulleys (24) are mutually rotatably connected through a driving belt (25) arranged on an outer ring, the top end face of the belt wheel (24) is connected with the clamping unit (22), and the hand wheel (26) is installed on the bottom shaft end of the left belt wheel (24).
3. The cast molding method of the assembled building beam column according to claim 2, wherein: the clamping unit (22) comprises a platform disc (221), a positioning frame (222) and a locking bolt (223); platform disc (221) pass through the bearing and install on girder support (3), the bottom axle head and band pulley (24) interconnect of platform disc (221), locating rack (222) through the even installation in sliding fit mode on girder support (3), and locating rack (222) are the annular along the circumferencial direction of its platform disc (221) and distribute, pass through cam follower sliding connection each other between locating rack (222) and platform disc (221), locating rack (222) on be provided with multiunit along its direction of height be linear distribution's locking bolt (223).
4. The cast molding method of the assembled building beam column according to claim 1, wherein: and a depth mark is arranged on the end surface of the inner side of the vertical plate bracket (111).
5. The cast molding method of the assembled building beam column according to claim 2, wherein: the platform support (20) is provided with a plurality of groups of rectangular long holes which are linearly distributed along the length direction.
6. The cast molding method of the assembled building beam column according to claim 3, wherein: the platform disc (221) is uniformly provided with arc-shaped waist holes along the circumferential direction.
CN202011293951.4A 2020-11-18 2020-11-18 Casting molding method for assembled building beam column Withdrawn CN112388818A (en)

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CN107053464A (en) * 2017-03-10 2017-08-18 清华大学建筑设计研究院有限公司 One kind plugs and pounds type concrete placing installation
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CN111421649A (en) * 2020-03-31 2020-07-17 王国超 Post-processing machinery for manufacturing prefabricated beam column steel formwork die of fabricated building
CN111590749A (en) * 2020-05-27 2020-08-28 浙江汇博水泥制品有限公司 Vertical vibration forming process and forming equipment for reinforced concrete pipe

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Application publication date: 20210223