CN213320753U - Hydraulic template of precast beam board - Google Patents

Hydraulic template of precast beam board Download PDF

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Publication number
CN213320753U
CN213320753U CN202021097077.2U CN202021097077U CN213320753U CN 213320753 U CN213320753 U CN 213320753U CN 202021097077 U CN202021097077 U CN 202021097077U CN 213320753 U CN213320753 U CN 213320753U
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China
Prior art keywords
hole
plate
hydraulic
fixedly connected
groove
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CN202021097077.2U
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Chinese (zh)
Inventor
张泽丰
刘咏华
王帆
欧阳进
戴鹏飞
汤小辉
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Hunan Road and Bridge Construction Group Co Ltd
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Hunan Road and Bridge Construction Group Co Ltd
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Abstract

The utility model discloses a hydraulic pressure template of precast beam board, including upper plate and hypoplastron, the top is provided with the pneumatic cylinder in the middle of the upper plate, the hydraulic cylinder pole passes through second through-hole fixed connection and is in hydraulic plate central position, hydraulic plate left and right sides fixedly connected with L shape backup pad, hypoplastron upper surface central authorities correspond the hydraulic plate and are provided with the roof beam groove, there is a swing baffle in roof beam groove left side through guide bar swing joint, the recess has been seted up on the swing baffle right side, swing baffle left side central fixedly connected with vibrating motor, the roof beam inslot portion is provided with the reinforcing bar, reinforcing bar left side and recess swing joint, swing joint has the locating lever in the fifth through-hole. This hydraulic pressure template of precast beam board, the left vibrating motor of adjustable fender can be so that when toward the beam slot water injection mud, shake the grout through recess swing joint reinforcing bar, clear away the bubble to it in the grout shaping, the effectual inside production hidden hole of having avoided the roof beam for roof beam inner structure stability more improves the security and the use strength of roof beam.

Description

Hydraulic template of precast beam board
Technical Field
The utility model relates to a precast beam board technical field specifically is a hydraulic pressure template of precast beam board.
Background
With the development of the times, various buildings are drawn out, wherein beams play an important role in building construction, and the beams are processed and produced in advance in order to increase the construction efficiency with higher efficiency.
However, in the production process of the existing beam, in order to increase the use strength of the beam, the reinforcing steel bars are added into the cement paste, but the positions of the reinforcing steel bars inside the beam are not uniform, so that the use strength of the beam is reduced, and the cement paste contains air bubbles which cannot be removed in time, so that the structural strength of the cement beam is seriously affected, and the safety performance of the cement beam is affected.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
The hydraulic mould plate comprises a base, a plurality of steel bars and a plurality of steel bars, wherein the steel bars are arranged in the base, the steel bars are arranged in the steel bars, the.
(II) technical scheme
In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: a hydraulic template of a precast beam plate comprises an upper plate and a lower plate, wherein a hydraulic cylinder is arranged above the middle of the upper plate, the hydraulic cylinder is fixedly connected with the upper surface of the upper plate through a fixing frame, first through holes are arranged at two sides of the upper plate, a second through hole is arranged in the center of the upper plate, the hydraulic cylinder rod is fixedly connected with the center of the hydraulic plate through a second through hole, the left side and the right side of the hydraulic plate are fixedly connected with L-shaped supporting plates, the top of the L-shaped supporting plate is provided with a third through hole, a first supporting rod and a second supporting rod are respectively arranged between the upper plate and the lower plate corresponding to the first through hole and the third through hole, the upper end of the first supporting rod is connected with a first nut through a first through hole thread, the bottom of the first supporting rod is fixedly connected to the upper surface of the lower plate through a first triangular iron, the second support rod is in threaded connection with a second nut through a third through hole, and the bottom of the second support rod is fixedly connected to the upper surface of the lower plate through a second triangular iron;
the utility model discloses a concrete beam structure, including hypoplastron upper surface, roof beam groove, guide bar, swing baffle, recess, swing baffle left side central authorities fixedly connected with vibrating motor and safety cover, roof beam inslot portion is provided with the reinforcing bar, reinforcing bar left side and recess swing joint, fifth through-hole has been seted up to the corresponding hydraulic plate in hypoplastron upper surface central authorities, the fourth through-hole has been seted up to the middle height in the roof beam groove left and right sides, fourth through-hole swing joint has the perforating pole, roof beam groove both sides top fixedly connected with anti-overflow swash plate, roof beam groove left side has swing joint through the guide bar, the recess has been seted up on the swing baffle right side, swing joint has the.
Preferably, the number of the guide rods is four, and one end of the left side of each guide rod is fixedly connected with a limiting round block.
Preferably, the height of the groove is the same as that of the positioning hole, and the distance is slightly larger than the length of the steel bar.
Preferably, the first supporting rod and the second supporting rod are both vertically downward, and the height of the upper plate is greater than that of the second supporting rod.
Preferably, the left side and the right side of the beam groove are movably connected with limiting blocks, and the limiting blocks are fixedly connected to the upper surface of the lower plate.
Preferably, the number of the steel bars is four, and the rectangular steel bar frames are formed by fixedly connecting the fixing rings.
(III) advantageous effects
The utility model provides a hydraulic pressure template of precast beam board. The method has the following beneficial effects:
(1) this hydraulic pressure template of precast beam board, the left vibrating motor of adjustable fender can be so that when toward the beam slot water injection mud, shake the grout through recess swing joint reinforcing bar, clear away the bubble to it in the grout shaping, the effectual inside production hidden hole of having avoided the roof beam for roof beam inner structure stability more improves the security and the use strength of roof beam.
(2) This hydraulic pressure template of precast beam board, recess and the left locating hole of locating lever on adjustable fender right side can make the reinforcing bar place the intermediate position at the roof beam, and when the roof beam solidifies, the reinforcing bar can be in the inside intermediate position of roof beam for the overall structure of roof beam is more stable, has strengthened the stress limit of roof beam, has improved the life of roof beam.
Drawings
FIG. 1 is a schematic cross-sectional view of a front view of the present invention;
fig. 2 is a schematic cross-sectional view of the right side view of fig. 1 in accordance with the present invention;
fig. 3 is a schematic structural diagram of a top view of fig. 1 according to the present invention;
fig. 4 is a partially enlarged view of a in fig. 2 according to the present invention.
In the figure: 1 upper plate, 2 lower plates, 3 hydraulic cylinders, 4 fixing frames, 5 first through holes, 6 second through holes, 7 hydraulic levers, 8 hydraulic plates, 9L-shaped supporting plates, 10 third through holes, 11 first supporting rods, 12 second supporting rods, 13 first nuts, 14 first triangular irons, 15 second nuts, 16 second triangular irons, 17 beam grooves, 18 fourth through holes, 19 perforated rods, 20 anti-overflow inclined plates, 21 guide rods, 22 movable baffle plates, 23 grooves, 24 vibration motors, 25 protective covers, 26 reinforcing steel bars, 27 fifth through holes, 28 positioning rods, 29 positioning holes, 30 limiting round blocks, 31 fixing rings and 32 limiting blocks.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.
Referring to fig. 1-4, the present invention provides a technical solution: a hydraulic template of a precast beam plate comprises an upper plate 1 and a lower plate 2, a hydraulic cylinder 3 is arranged above the middle of the upper plate 1, the hydraulic cylinder 3 is fixedly connected to the upper surface of the upper plate 1 through a fixing frame 4, first through holes 5 are arranged on two sides of the upper plate 1, a second through hole 6 is arranged in the center of the upper plate 1, a hydraulic cylinder rod 7 is fixedly connected to the central position of the hydraulic plate 8 through the second through hole 6, L-shaped supporting plates 9 are fixedly connected to the left and right sides of the hydraulic plate 8, a third through hole 10 is arranged at the top of each L-shaped supporting plate 9, a first supporting rod 11 and a second supporting rod 12 are respectively arranged between the upper plate 1 and the lower plate 2 corresponding to the first through hole 5 and the third through hole 10, the first supporting rod 11 and the second supporting rod 12 are both vertically downward, the height of the upper plate 1 is larger than that of the second supporting rod 12, a first nut 13 is in threaded connection with the upper end of the first supporting rod 11 through a first through, the second support rod 12 is in threaded connection with a second nut 15 through a third through hole 10, and the bottom of the second support rod 12 is fixedly connected to the upper surface of the lower plate 2 through a second triangular iron 16;
the center of the upper surface of the lower plate 2 is provided with a beam groove 17 corresponding to the hydraulic plate 8, the left and right sides of the beam groove 17 are movably connected with limit blocks 32, the limit blocks 32 are fixedly connected with the upper surface of the lower plate 2, the middle height of the left and right sides of the beam groove 17 is provided with a fourth through hole 18, the fourth through hole 18 is movably connected with a perforated rod 19, the tops of the two sides of the beam groove 17 are fixedly connected with an anti-overflow inclined plate 20, the left side of the beam groove is movably connected with a movable baffle plate 22 through a guide rod 21, the number of the guide rods 21 is four, one end of the left side of the guide rod 21 is fixedly connected with a limit round block 30, the right side of the movable baffle plate 22 is provided with a groove 23, the center of the left side of the movable baffle plate 22 is fixedly connected with a vibration motor 24 and a protective cover 25, reinforcing steel bars 26 are, a positioning rod 28 is movably connected in the fifth through hole 27, a positioning hole 29 is formed in the left side of the positioning rod 28 corresponding to the steel bar 26, the height of the groove 23 is the same as that of the positioning hole 29, and the distance between the groove and the positioning hole is slightly larger than the length of the steel bar 26.
This hydraulic template during operation of precast beam board, at first fix reinforcing bar 26 at the inside intermediate position of roof beam groove 17 through recess 23 and locating hole 29, insert roof beam groove 17 with perforation pole 19 through fourth through-hole 18 again, slowly pour into roof beam groove 17 with grout, simultaneously open vibrating motor 24, along with the continuous injection of grout, inside bubble is constantly clear away, when reinforcing bar 26 is covered by grout, when highly constantly rising to the take the altitude, pneumatic cylinder 3 begins work and promotes hydraulic pressure board 8 downstream and presses down grout, the density of further increase grout, press the end back and treat that the roof beam takes out perforation pole 19 after the shaping, locating lever 28, move adjustable fender 22 left at last, accomplish the prefabricated processing of roof beam.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.

Claims (6)

1. The utility model provides a hydraulic pressure template of precast beam board, includes upper plate (1) and hypoplastron (2), its characterized in that: a hydraulic cylinder (3) is arranged above the middle of the upper plate (1), the hydraulic cylinder (3) is fixedly connected to the upper surface of the upper plate (1) through a fixing frame (4), first through holes (5) are formed in two sides of the upper plate (1), a second through hole (6) is formed in the center of the upper plate (1), a hydraulic cylinder rod (7) is fixedly connected to the central position of the hydraulic plate (8) through the second through hole (6), L-shaped supporting plates (9) are fixedly connected to the left side and the right side of the hydraulic plate (8), a third through hole (10) is formed in the top of each L-shaped supporting plate (9), a first supporting rod (11) and a second supporting rod (12) are arranged between the upper plate (1) and the lower plate (2) and correspond to the first through hole (5) and the third through hole (10) respectively, a first nut (13) is in threaded connection with the upper end of the first supporting rod (11) through, the bottom of the first supporting rod (11) is fixedly connected to the upper surface of the lower plate (2) through a first triangular iron (14), the second supporting rod (12) is in threaded connection with a second nut (15) through a third through hole (10), and the bottom of the second supporting rod (12) is fixedly connected to the upper surface of the lower plate (2) through a second triangular iron (16);
the central corresponding hydraulic plate (8) of the upper surface of the lower plate (2) is provided with a beam groove (17), a fourth through hole (18) is formed in the middle of the left side and the right side of the beam groove (17) at a high height, a perforated rod (19) is movably connected to the fourth through hole (18), anti-overflow inclined plates (20) are fixedly connected to the tops of the two sides of the beam groove (17), a movable baffle plate (22) is movably connected to the left side of the beam groove through a guide rod (21), a groove (23) is formed in the right side of the movable baffle plate (22), a vibrating motor (24) and a protective cover (25) are fixedly connected to the center of the left side of the movable baffle plate (22), reinforcing steel bars (26) are arranged in the beam groove (17), the left side of the reinforcing steel bars (26) is movably connected with the groove (23), a fifth through hole (27), and a positioning hole (29) is formed in the left side of the positioning rod (28) corresponding to the steel bar (26).
2. The hydraulic formwork of a precast beam panel according to claim 1, wherein: the number of the guide rods (21) is four, and one end of the left side of each guide rod (21) is fixedly connected with a limiting round block (30).
3. The hydraulic formwork of a precast beam panel according to claim 1, wherein: the groove (23) and the positioning hole (29) are the same in height, and the distance is slightly larger than the length of the steel bar (26).
4. The hydraulic formwork of a precast beam panel according to claim 1, wherein: the first supporting rod (11) and the second supporting rod (12) are both vertically downward, and the height of the upper plate (1) is greater than that of the second supporting rod (12).
5. The hydraulic formwork of a precast beam panel according to claim 1, wherein: the beam groove (17) is movably connected with limiting blocks (32) at the left side and the right side, and the limiting blocks (32) are fixedly connected to the upper surface of the lower plate (2).
6. The hydraulic formwork of a precast beam panel according to claim 1, wherein: the number of the steel bars (26) is four, and the steel bars are fixedly connected through the fixing rings (31) to form a rectangular steel bar frame.
CN202021097077.2U 2020-06-15 2020-06-15 Hydraulic template of precast beam board Active CN213320753U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202021097077.2U CN213320753U (en) 2020-06-15 2020-06-15 Hydraulic template of precast beam board

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202021097077.2U CN213320753U (en) 2020-06-15 2020-06-15 Hydraulic template of precast beam board

Publications (1)

Publication Number Publication Date
CN213320753U true CN213320753U (en) 2021-06-01

Family

ID=76080611

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202021097077.2U Active CN213320753U (en) 2020-06-15 2020-06-15 Hydraulic template of precast beam board

Country Status (1)

Country Link
CN (1) CN213320753U (en)

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