Hydraulic adjustable precast beam reinforcement cage jig frame

Abstract

The utility model relates to a hydraulic adjustable precast beam reinforcement cage jig frame. A plurality of transverse jig frame units are sequentially arranged in the longitudinal direction and connected through bottom reinforcement limiting clamping plates extending in the longitudinal direction. The transverse jig frame unit comprises a set of bottom plate steel bar bearing mechanisms, two sets of web steel bar bearing mechanisms installed on the bottom plate steel bar bearing mechanisms, and a transverse telescopic mechanism for driving the bottom plate steel bar bearing mechanisms to transversely stretch out and draw back so as to drive the two sets of web steel bar bearing mechanisms to be away from or close to each other. The dip angle adjusting mechanism drives the web steel bar bearing mechanism to adjust the transverse dip angle; the web steel bar bearing mechanism comprises a vertical supporting rod and a plurality of web steel bar bearing pieces installed on the vertical supporting rod, and the web steel bar bearing pieces are connected with the vertical supporting rod in an up-down adjustable mode. The prefabricated beam reinforcement cage assembling device can achieve high-efficiency and high-precision assembling of a prefabricated beam reinforcement cage, is easy to operate, convenient to hoist and suitable for production of prefabricated beam reinforcement cages with various sections, and belongs to the technical field of assembly type prefabricated beam production equipment.

Description

Technical Field

[0001] The utility model relates to the technical field of assembled prefabricated beam production equipment, in particular to a hydraulically adjustable prefabricated beam reinforcement cage frame. Background Art

[0002] In the production of industrialized prefabricated beams, the assembly of steel cages has always been the focus and difficulty. The accuracy of steel cage assembly affects the final yield of prefabricated beams, and the reuse rate of steel cage frames affects the cost of prefabricated beams. Since fixed steel frames are generally used in the production of prefabricated beams, the accuracy of steel bar assembly and welding is very high, and only prefabricated beams with one cross-section can be processed. Therefore, improving the accuracy of assembly welding and improving the turnover rate of steel cage frames have become very critical points in the construction of steel cage assembly.

[0003] CN114407191A discloses a jig for making a pre-set box girder reinforcement skeleton, which can adjust the distance and angle of the first positioning rod and the second positioning rod on both sides relative to the bottom plate reinforcement positioning structure to correspond to the cross-sectional shape of the box girder reinforcement cage, and has a certain degree of versatility, but has the following disadvantages: 1. The position of the web reinforcement positioning structure is not adjustable, so the upper and lower positions of the web reinforcement of the prepared reinforcement cage are determined, and the spacing is not adjustable; 2. The angle of the web reinforcement positioning structure is not adjustable. If the web reinforcement has a double layer, it is not easy to place it on the inclined web reinforcement positioning structure; 3. The gantry frame structure is adopted, which is bulky and has a relatively fixed size. Once it is manufactured, it cannot be expanded. Utility Model Content

[0004] In view of the technical problems existing in the prior art, the purpose of the utility model is to provide a hydraulically adjustable prefabricated beam reinforcement cage frame with strong versatility.

[0005] In order to achieve the above purpose, the utility model adopts the following technical solutions:

[0006] A hydraulically adjustable prefabricated beam reinforcement cage frame comprises a plurality of transverse frame units and at least two bottom reinforcement limit clamps arranged in parallel with each other, wherein the plurality of transverse frame units are arranged in sequence along the longitudinal direction and connected by the bottom reinforcement limit clamps extending along the longitudinal direction; the transverse frame unit comprises a group of bottom plate reinforcement supporting mechanisms, two groups of web reinforcement supporting mechanisms installed on the bottom plate reinforcement supporting mechanisms, a transverse telescopic mechanism for driving the bottom plate reinforcement supporting mechanisms to extend and retract transversely so as to drive the two groups of web reinforcement supporting mechanisms to move away from or approach to each other, and an inclination adjustment mechanism for driving the web reinforcement supporting mechanisms to adjust the transverse inclination angle; the web reinforcement supporting mechanism comprises a vertical support rod and a plurality of web reinforcement supporting members installed on the vertical support rod, and the web reinforcement supporting members are adjustably connected to the vertical support rod in an upper and lower position.

[0007] As a preferred embodiment, the web reinforcement support includes a sliding sleeve, an adjusting screw, a web reinforcement support rod, and an angle adjustment plug-in; the angle adjustment plug-in includes a threaded rod and a cylinder, the cylinder is located at the end of the threaded rod and is perpendicular to the threaded rod; the sliding sleeve is sleeved on the vertical support rod, and the sliding sleeve is provided with an installation threaded hole and an angle adjustment threaded hole that penetrates the side wall of the sliding sleeve; the adjusting screw passes through the installation threaded hole, and the end thereof is pressed against the vertical support rod; the threaded rod is screwed into the angle adjustment threaded hole; the web reinforcement support rod is inserted into the cylinder.

[0008] As a preferred embodiment, the transverse telescopic mechanism includes a fixed beam, two movable beams, and a pulley. The two ends of the fixed beam are respectively sleeved with the two movable beams, and pulleys are arranged at the bottom of the two movable beams.

[0009] As a preferred embodiment, the movable crossbeam is sleeved outside the fixed crossbeam, and a grease layer is applied on the fixed crossbeam.

[0010] As a preferred embodiment, baffles are provided at the inner ends of the two movable beams; the transverse telescopic mechanism is a transverse hydraulic rod installed between the two baffles.

[0011] As a preferred embodiment, the lower ends of the two vertical support rods are respectively hinged to the upper ends of the two movable beams; the inclination adjustment mechanism includes an oblique hydraulic rod and a sliding block, the sliding block is sleeved on the movable beam, the lower end of the oblique hydraulic rod is hinged to the sliding block, and the upper end is hinged to the upper end of the vertical support rod on the same side.

[0012] As a preferred embodiment, the fixed crossbeam is provided with a steel bar placement positioning mark.

[0013] As a preferred embodiment, the bottom steel bar limiting clamp is a long steel plate, the lower end of the bottom steel bar limiting clamp is provided with a slot, and the fixed beam is inserted into the slot; the upper end of the bottom steel bar limiting clamp is provided with a plurality of slots for steel bar positioning along the longitudinal direction.

[0014] As a preferred embodiment, the vertical support rod is square and the sliding sleeve is a square sleeve.

[0015] As a preferred embodiment, the fixed crossbeam and the movable crossbeam are both square, and the slot is square.

[0016] The utility model has the following advantages:

[0017] 1. It has strong versatility. It is reflected in:

[0018] (1) The distance between the two vertical support rods is adjustable, and the inclination angle of the vertical support rods is adjustable, so it can be suitable for various inverted trapezoidal sections.

[0019] (2) The upper and lower positions of the web reinforcement support members are adjustable, thereby the upper and lower positions of the web reinforcement are adjustable.

[0020] (3) The structure is designed to be composed of multiple transverse frame units and bottom steel bar limit plates. In particular, the bottom steel bar limit plates are designed to be longer (for example, 30m). According to the length of the precast beam steel cage, part of the bottom steel bar limit plates are occupied and matched with a corresponding number of transverse frame units, which has strong scalability.

[0021] 2. In the web reinforcement support, the angle adjustment plug-in adjusts the angle of the cylinder by screwing into the depth of the angle adjustment threaded hole, thereby adjusting the angle of the web reinforcement support rod. No matter how the vertical support rod is tilted, the web reinforcement support rod can be kept level, which is convenient for the placement of the web reinforcement.

[0022] 3. In the web reinforcement support, the web reinforcement support rod adopts a plug-in structure, which is convenient for removal after the reinforcement cage is completed.

[0023] 4. It adopts a flat horizontal tire frame unit structure, which is easy to stack and store when not in use. When in use, the corresponding number of units can be selected according to the length of the steel cage, which is more flexible to use.

[0024] 5. Apply a layer of grease to the fixed beam to ensure smooth sliding between the fixed beam and the movable beam.

[0025] 6. Use steel bar positioning marks to facilitate accurate positioning of the longitudinal steel bars of the bottom plate; use slots to facilitate accurate positioning of the transverse steel bars of the bottom plate.

[0026] 7. The overall structure adopts square steel structure, which is easy to obtain materials and convenient to manufacture.

[0027] 8. Improve the manufacturing accuracy of the factory prefabricated beam reinforcement cage, improve assembly efficiency, simple operation, and facilitate lifting. BRIEF DESCRIPTION OF THE DRAWINGS

[0028] Figure 1 It is a stereoscopic view of a hydraulically adjustable precast beam reinforcement cage frame.

[0029] Figure 2 It is a front view of the hydraulically adjustable precast beam reinforcement cage frame.

[0030] Figure 3 This is a partial enlarged view of the hydraulically adjustable precast beam reinforcement cage frame.

[0031] Figure 4 It is a three-dimensional view of the web reinforcement support rod and the angle adjustment plug-in.

[0032] Figure 5 It is a structural diagram of the steel cage.

[0033] In the figure, 1-transverse tire frame unit, 2-bottom steel bar limiting clamp, 3-bottom plate steel bar supporting mechanism, 4-web steel bar supporting mechanism, 5-lateral telescopic mechanism, 6-angle adjustment mechanism, 7-vertical support rod, 8-sliding sleeve, 9-adjusting screw, 10-web steel bar supporting rod, 11-angle adjustment plug-in, 12-fixed beam, 13-movable beam, 14-pulley, 15-baffle, 16-slider, 17-slot, 18-card slot, 19-auxiliary steel bar.

[0034] A-bottom plate outer steel bars, B-bottom plate inner steel bars, C-bottom plate transverse steel bars, D-web plate outer steel bars, E-web plate inner steel bars. DETAILED DESCRIPTION

[0035] The present invention will be further described in detail below in conjunction with specific implementation methods.

[0036] A hydraulically adjustable prefabricated beam reinforcement cage frame comprises a plurality of transverse frame units and two bottom reinforcement limit clamps arranged parallel to each other, wherein the plurality of transverse frame units are arranged in sequence along the longitudinal direction and connected by the bottom reinforcement limit clamps extending along the longitudinal direction; the transverse frame units comprise a group of bottom plate reinforcement supporting mechanisms, two groups of web reinforcement supporting mechanisms installed on the bottom plate reinforcement supporting mechanisms, a group of transverse telescopic mechanisms driving the bottom plate reinforcement supporting mechanisms to extend and retract transversely so as to drive the two groups of web reinforcement supporting mechanisms to move away from or approach to each other, and two groups of inclination adjustment mechanisms driving the web reinforcement supporting mechanisms to adjust the transverse inclination; the web reinforcement supporting mechanisms comprise a vertical support rod and a plurality of web reinforcement supporting members installed on the vertical support rod, and the web reinforcement supporting members are adjustably connected to the vertical support rod in an upper and lower position.

[0037] The web reinforcement support includes a sliding sleeve, an adjusting screw, a web reinforcement support rod, and an angle adjustment plug-in; the angle adjustment plug-in includes a threaded rod and a cylinder, the cylinder is located at the end of the threaded rod and is perpendicular to the threaded rod; the sliding sleeve is sleeved on the vertical support rod, and the sliding sleeve is provided with a mounting threaded hole and an angle adjustment threaded hole that penetrates the side wall of the sliding sleeve; the adjusting screw passes through the mounting threaded hole, and the end is pressed against the vertical support rod; the threaded rod is screwed into the angle adjustment threaded hole; the web reinforcement support rod is inserted into the cylinder. In this embodiment, 20 web reinforcement supports are arranged on each vertical support rod, and the web reinforcement can be accurately positioned by adjusting the upper and lower positions of the web reinforcement supports and adjusting the spacing of the web reinforcements. The sliding sleeve can be loosened or tightened by adjusting the tightness of the screw. The inclination angle of the angle adjustment plug-in is determined by the cooperation between the angle adjustment plug-in and the angle adjustment threaded hole, so that the web reinforcement support rod remains horizontal.

[0038] The transverse telescopic mechanism includes a fixed beam, two movable beams, and a pulley. The two ends of the fixed beam are respectively connected with the two movable beams, and pulleys are arranged at the bottom of the two movable beams. The pulleys are steel wheels, which are used to move the movable beams horizontally. The fixed beam is located in the middle of the left and right sides.

[0039] The movable crossbeam is put on the outside of the fixed crossbeam, and a layer of grease is applied on the fixed crossbeam.

[0040] The inner ends of the two moving beams are both provided with baffles; the transverse telescopic mechanism is a transverse hydraulic rod installed between the two baffles. In this embodiment, the transverse hydraulic rod and the baffle are fixed by welding, and the moving beam is driven to move by the telescopic movement of the transverse hydraulic rod.

[0041] The lower ends of the two vertical support rods are respectively hinged to the upper ends of the two moving beams; the tilt adjustment mechanism includes an oblique hydraulic rod and a slider, the slider is sleeved on the moving beam, the lower end of the oblique hydraulic rod is hinged to the slider, and the upper end is hinged to the upper end of the vertical support rod on the same side. The angle of the vertical support rod can be adjusted by the oblique hydraulic rod, thereby adjusting the top width of the precast beam.

[0042] There are steel bar positioning marks on the fixed beam.

[0043] The bottom steel bar limiting clamp is a long steel plate, and a slot is provided at the lower end of the bottom steel bar limiting clamp, and the fixed crossbeam is inserted into the slot; a plurality of slots for steel bar positioning are provided along the longitudinal direction at the upper end of the bottom steel bar limiting clamp.

[0044] The vertical support rod is square, the sliding sleeve is a square sleeve, the fixed beam and the movable beam are both square, and the slot is square. That is, the tire frame is mainly assembled by square steel.

[0045] In this embodiment, the movable crossbeam is made of 2-meter long square steel with an outer width of 80mm and an inner width of 76mm. It can also be designed to other lengths according to the bottom width of the precast beam section. The fixed crossbeam is made of 2-meter long square steel with an outer width of 76mm and an inner width of 72mm. It can also be designed to other lengths according to the bottom width of the precast beam section. The bottom steel bar limiting card is made of a 300mm high, 10mm thick, and 30-meter long steel plate. A card slot with a modulus of 100mm is opened along the longitudinal direction, and multiple 76mm*76mm slots are opened at the bottom, with a spacing of 3 meters between the slots. The vertical support rod is 2 meters long and can also be designed to other lengths according to the top width of the precast beam section. The slider is a customized square steel with a length of 30mm, an inner width of 80mm, and an outer width of 84mm, which can be slid on the movable crossbeam.

[0046] The operation process of this utility model is as follows:

[0047] According to the length of the precast beam reinforcement cage, select the number of transverse cradle units and build the cradle.

[0048] After the steel bars are processed and cut, adjust the transverse hydraulic rods and the oblique hydraulic rods to make the cross-sectional dimensions of the tire frame conform to the dimensions of this production.

[0049] Auxiliary reinforcements 19 are placed between the web reinforcement support mechanisms of each transverse tire frame unit.

[0050] Place the bottom transverse steel bars C in the slots 18 of the bottom steel bar limiting clamps 2 according to the drawing requirements, and place them along the length of the beam at intervals of 100 mm within 1 meter at both ends of the precast beam, and at intervals of 200 mm in the middle of the beam.

[0051] Use the steel bar positioning marks on the fixed crossbeam to place the outer layer of steel bars A on the bottom plate.

[0052] Adjust the height of the web reinforcement support on the vertical support rod, tighten the screws, and rotate the angle adjustment plug-in to make the cylinder and web reinforcement support rod in a horizontal position, and the web reinforcement support rod extends into the precast beam reinforcement cage. Place the web outer layer reinforcement D and the web inner layer reinforcement E.

[0053] Use the outer layer of web reinforcement D to tie another layer of bottom plate transverse reinforcement, and then use the reinforcement placement positioning marks on the fixed beam to place and tie the inner layer of bottom plate reinforcement B.

[0054] According to the position of the corresponding steel bars and the steel bar binding specifications, all the steel bars (including the outer steel bars of the bottom plate, the inner steel bars of the bottom plate, the transverse steel bars of the bottom plate, the outer steel bars of the web plate, the inner steel bars of the web plate, and other steel bars not mentioned) are tied tightly. After the precast beam bottom and web steel bars are tied, the web steel bar support rods are pulled out of the steel cage, and the assembled steel cage is separated from the tire frame for transportation by a gantry crane. The implementation is completed.

[0055] The utility model allows all the steel bars of the prefabricated beam to be integrally tied on the self-made tire frame. The steel tire frame is simple to make, and while improving the assembly accuracy of the steel cage, it also improves the efficiency of hoisting and transportation of the steel cage. It can be adjusted according to prefabricated beams of different cross-sectional sizes and is suitable for prefabricated beams of different sizes. It can also be hoisted into the mold, which not only reduces the operation of construction personnel, but also reduces the cost of steel cage investment.

[0056] In addition to the methods mentioned in the above embodiments, a longer bottom steel bar limiting clamp and multiple groups of transverse tire frame units are set, and three, five or other numbers of transverse tire frame units are selected according to the length of the steel cage.

[0057] The above embodiments are preferred implementation modes of the present invention, but the implementation modes of the present invention are not limited by the above embodiments. Any other changes, modifications, substitutions, combinations, and simplifications that do not deviate from the spirit and principle of the present invention should be equivalent replacement methods and are included in the protection scope of the present invention.

Claims

1. A hydraulically adjustable prefabricated beam reinforcement cage frame, characterized in that: It includes multiple transverse tire frame units and at least two bottom steel bar limiting clamps arranged parallel to each other. The multiple transverse tire frame units are arranged in sequence along the longitudinal direction and connected by the bottom steel bar limiting clamps extending along the longitudinal direction; the transverse tire frame unit includes a group of bottom plate steel bar supporting mechanisms, two groups of web steel bar supporting mechanisms installed on the bottom plate steel bar supporting mechanisms, a transverse telescopic mechanism that drives the bottom plate steel bar supporting mechanism to extend and retract laterally so as to drive the two groups of web steel bar supporting mechanisms to move away from or close to each other, and an inclination adjustment mechanism that drives the web steel bar supporting mechanism to adjust the transverse inclination angle; the web steel bar supporting mechanism includes a vertical support rod and multiple web steel bar supporting members installed on the vertical support rod, and the web steel bar supporting members are adjustably connected to the vertical support rod in the upper and lower positions.

2. A hydraulically adjustable prefabricated beam reinforcement cage frame according to claim 1, characterized in that: The web reinforcement support comprises a sliding sleeve, an adjusting screw, a web reinforcement support rod, and an angle adjustment plug-in; the angle adjustment plug-in comprises a threaded rod and a cylinder, the cylinder is located at the end of the threaded rod and is perpendicular to the threaded rod; the sliding sleeve is sleeved on the vertical support rod, and the sliding sleeve is provided with a mounting threaded hole and an angle adjustment threaded hole that penetrates the side wall of the sliding sleeve; the adjusting screw passes through the mounting threaded hole, and the end thereof is pressed against the vertical support rod; the threaded rod is screwed into the angle adjustment threaded hole; the web reinforcement support rod is inserted into the cylinder.

3. A hydraulically adjustable prefabricated beam reinforcement cage frame according to claim 1, characterized in that: The transverse telescopic mechanism comprises a fixed crossbeam, two movable crossbeams and a pulley. The two ends of the fixed crossbeam are respectively sleeved with the two movable crossbeams, and pulleys are arranged at the bottoms of the two movable crossbeams.

4. A hydraulically adjustable prefabricated beam reinforcement cage frame according to claim 3, characterized in that: The movable crossbeam is put on the outside of the fixed crossbeam, and a layer of grease is applied on the fixed crossbeam.

5. A hydraulically adjustable prefabricated beam reinforcement cage frame according to claim 4, characterized in that: Baffles are arranged at the inner ends of the two moving beams; the transverse telescopic mechanism is a transverse hydraulic rod installed between the two baffles.

6. A hydraulically adjustable prefabricated beam reinforcement cage frame according to claim 3, characterized in that: The lower ends of the two vertical support rods are respectively hinged to the upper ends of the two moving beams; the inclination adjustment mechanism includes an oblique hydraulic rod and a slider, the slider is sleeved on the moving beam, the lower end of the oblique hydraulic rod is hinged to the slider, and the upper end is hinged to the upper end of the vertical support rod on the same side.

7. A hydraulically adjustable prefabricated beam reinforcement cage frame according to claim 3, characterized in that: There are steel bar positioning marks on the fixed beam.

8. A hydraulically adjustable prefabricated beam reinforcement cage frame according to claim 3, characterized in that: The bottom steel bar limiting clamp is a long steel plate, and a slot is provided at the lower end of the bottom steel bar limiting clamp, and the fixed crossbeam is inserted into the slot; a plurality of slots for steel bar positioning are provided along the longitudinal direction at the upper end of the bottom steel bar limiting clamp.

9. A hydraulically adjustable prefabricated beam reinforcement cage frame according to claim 2, characterized in that: The vertical support rod is square and the sliding sleeve is a square sleeve.

10. A hydraulically adjustable prefabricated beam reinforcement cage frame according to claim 8, characterized in that: Both the fixed beam and the movable beam are square, and the slots are square.

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