Movable construction bench formwork for beams and slabs

Abstract

The invention relates to the technical field of concrete supports, in particular to a movable construction bench formwork for beams and slabs, which comprises a formwork, a supporting beam and a supporting frame body, the supporting beam is located between the formwork and the supporting frame body, and a connecting supporting part is arranged between the supporting beam and the supporting frame body. The connecting supporting part is used for adjusting the distance between the supporting beam and the supporting frame body, a connecting lifting part is arranged at the bottom of the supporting frame body and used for adjusting the height between the supporting frame body and the ground, the supporting frame body comprises a vertical rod, a horizontal rod and a diagonal draw bar, and a plurality of connecting discs are arranged on the vertical rod in the axis direction of the vertical rod. The horizontal rod and the diagonal pull rod are detachably arranged on the connecting disc, and a connecting sleeve is arranged at one end of one vertical rod and used for being matched with the end of the other vertical rod in an inserted mode. The method has the effects of improving the concrete construction efficiency and reducing the construction cost.

Description

Technical Field

[0001] The present application relates to the technical field of concrete supports, and in particular to a movable construction table formwork for beams and slabs. Background Art

[0002] Concrete formwork support is an indispensable part of construction projects, which is directly related to construction efficiency, cost and safety. It usually consists of a support composed of vertical poles, horizontal poles, diagonal rods, and connecting plates on the vertical poles, as well as a formwork fixed on the support. It is simple in structure, easy to disassemble, high in safety, has a large load-bearing capacity, and is suitable for various complex environments. It is widely used in housing projects, bridge projects, tunnel projects and other scenes.

[0003] At present, most of the concrete formwork supports are erected using full-floor supports. During the erection process, the workers' efficiency is low due to the large amount of erection materials and complex components. In addition, during the entire construction process, when building different locations, workers are required to repeatedly build and dismantle the concrete formwork supports, resulting in the construction and dismantling of concrete formwork supports accounting for a considerable proportion of the total project construction period. Therefore, improving the existing concrete formwork support technology, improving the concrete construction efficiency and reducing the construction cost while ensuring safety is a problem that needs to be solved urgently. Summary of the invention

[0004] In order to improve the problem that a mobile concrete formwork support needs to be repeatedly disassembled and assembled, the present application provides a movable construction table formwork for beams and slabs.

[0005] The movable construction table formwork for beams and slabs provided in this application adopts the following technical solution: A movable construction table formwork for beams and slabs comprises a formwork, a support beam and a support frame, wherein the support beam is located between the formwork and the support frame, a connecting support portion is provided between the support beam and the support frame, the connecting support portion is used to adjust the distance between the support beam and the support frame, and a connecting lifting portion is provided at the bottom of the support frame, the connecting lifting portion is used to adjust the height between the support frame and the ground.

[0006] By adopting the above technical solution, the construction workers first assemble the formwork, support beams and support frame, and then adjust the height between the support frame and the ground by connecting the lifting part, and then adjust the distance between the support beam and the support frame by connecting the support part, so that the formwork is in the designed position. When the concrete poured on the formwork solidifies, the construction workers adjust the height between the support frame and the ground again by connecting the lifting part, so that the formwork is separated from the solidified concrete. Finally, a hydraulic trolley or forklift is used to move the support frame together with the formwork and support beam until it is moved to the construction position. In this process, there is no need for construction workers to repeatedly dismantle the support frame, thereby improving the efficiency of concrete construction and helping to reduce construction costs.

[0007] Optionally, the support frame includes a vertical pole, a horizontal pole and a diagonal rod, a plurality of connecting plates are arranged on the vertical pole along its axial direction, the horizontal pole and the diagonal rod can be detachably arranged on the connecting plate, a connecting sleeve is arranged at one end of the vertical pole, and the connecting sleeve is used to be plugged into and matched with the end of another vertical pole.

[0008] By adopting the above technical solution, it is convenient for construction workers to quickly build a support frame, the operation is simple and convenient, and it is helpful to reduce the construction difficulty of construction workers.

[0009] Optionally, the connecting support portion includes an adjusting screw coaxially slidably arranged on the vertical pole, a locking block is threadedly connected to the adjusting screw, the locking block is used to abut the end of the vertical pole, a supporting plate is arranged on the adjusting screw, and the support beam is detachably arranged on the supporting plate.

[0010] By adopting the above technical solution, when the position of the template needs to be adjusted, the construction personnel rotate the locking block. Due to the limiting effect of the support beam on the supporting plate, the adjusting screw cannot be rotated, so the reaction force of the locking block causes the adjusting screw to move along the axial direction of the vertical pole.

[0011] Optionally, the connecting lifting part includes an adjusting rod, the connecting plate is provided on the adjusting rod, and a rod sleeve and a lifting sleeve are respectively provided at both ends of the adjusting rod, the rod sleeve is used to be plugged and matched with the end of the vertical rod, the outer wall of the lifting sleeve is provided with an external thread, a telescopic rod is coaxially slidably provided on the lifting sleeve, a plurality of pin holes are opened on the telescopic rod along its axial direction, a waist-shaped hole is opened between the inner and outer walls of the lifting sleeve and along the axial direction of the lifting sleeve, a locking pin is inserted into the pin hole, the locking pin passes through the waist-shaped hole, an adjusting nut is threadedly connected to the lifting sleeve, the adjusting nut is used to tighten the locking pin, and a fine-tuning part is provided on the telescopic rod, and the fine-tuning part is used to adjust the distance between the telescopic rod and the ground.

[0012] By adopting the above technical solution, the construction workers insert the adjusting rod into the bottom of the vertical pole, and then rotate the adjusting nut in the forward direction, so that the adjusting nut is pressed against the locking pin. Since the telescopic rod cannot move toward the ground, the reaction force of the adjusting nut pressing the locking pin causes the adjusting rod to move vertically upward, thereby increasing the distance between the vertical pole and the ground. At the same time, when the ground is uneven, the construction workers use fine-tuning parts to make the vertical poles on the support frame at the same height.

[0013] Optionally, the fine-tuning component includes a bottom rod tube arranged on the telescopic rod, the bottom rod tube is threadedly connected with a fine-tuning screw, the fine-tuning screw is threadedly connected with a lock nut, the lock nut is used to tighten the bottom rod tube, and a bottom plate is arranged on the end of the fine-tuning screw facing away from the bottom rod tube.

[0014] By adopting the above technical solution, construction workers turn the fine-tuning screw to make the fine-tuning screw drive the base plate to adapt to different ground surfaces, and then tighten the anti-loosening nut to reduce the possibility of the support frame tilting due to the self-rotation of the fine-tuning screw.

[0015] Optionally, an adjusting handle is rotatably connected to the adjusting nut.

[0016] By adopting the above technical solution, it is convenient for construction workers to quickly turn the adjusting nut, which is helpful to reduce the difficulty for construction workers when assembling and disassembling the support frame.

[0017] Optionally, the connecting support portion includes a mounting plate detachably arranged on the support beam, the mounting plate is provided with an ear plate, an angle shaft is rotatably arranged on the ear plate, a lifting screw is rotatably connected to the angle shaft, the lifting screw is coaxially slidingly matched with the vertical pole, a lifting block is threadedly connected to the lifting screw, the lifting block is used to tighten the end of the vertical pole, an angle gear ring is coaxially arranged on the ear plate relative to the axis of the angle shaft, a locking tooth is slidably arranged on the lifting screw, the locking tooth is used to clamp on the angle gear ring, and a locking block is threadedly connected to the lifting screw, and the locking block is used to press the locking tooth onto the angle gear ring.

[0018] By adopting the above technical solution, the construction workers first install the jacking screw on the vertical pole and achieve preliminary fixation through the jacking block, and then rotate the mounting plate according to the designed inclination angle of concrete pouring, so that the mounting plate drives the supporting beam and the template on the supporting beam to be at the designed inclination angle, and then tighten the locking block, the locking block presses the locking tooth on the angle tooth ring, so that the inclination angle of the mounting plate is fixed, and finally the position of the template is adjusted by twisting the jacking block, so that concrete floors at different angles can be poured.

[0019] The cam is provided with a toothed plate, and a compression spring is provided on the toothed plate to support the toothed plate. A detent is provided on the toothed plate to slidably engage the toothed plate, and a protrusion is provided on the toothed plate to prevent the toothed plate from rotating.

[0020] By adopting the above technical solution, when it is necessary to adjust the height of the support frame and the ground, the construction personnel rotate the lever forward, the lever drives the protrusion away from the tooth plate, the compression spring restores its deformation and pushes the tooth plate away from the rack, and then the construction personnel slide the pressure block tube, and then adjust the position of the fixing pin on the support rod, and finally rotate the lever in the opposite direction, the lever presses the tooth plate onto the rack through the protrusion, the compression spring is compressed again, and the pressure block tube is pressed onto the fixing pin, thereby achieving the effect of adjusting the height of the support frame and the ground. The process is simple and easy to operate, which is conducive to reducing the adjustment difficulty of the construction personnel.

[0021] Optionally, an arc surface is provided on the protrusion, and the protrusion is located at the rotation center of the lever. When the protrusion presses the tooth plate onto the rack, the rotation center of the lever, the center of the arc surface and the abutment position of the arc surface of the protrusion and the tooth plate are on the same straight line.

[0022] By adopting the above technical solution, when the lever drives the protrusion to press the tooth plate against the rack, the compression spring presses the tooth plate against the protrusion, and the lever, protrusion, tooth plate and rack form a mechanical self-locking effect. At the same time, the gravity of the lever itself prevents the protrusion from rotating accidentally, which is beneficial to reducing the possibility of the tooth plate accidentally falling off the rack and is beneficial to improving the safety of the support frame for concrete pouring.

[0023] Optionally, a counterweight ball is provided on the lever.

[0024] By adopting the above technical solution, the possibility of the lever rotating during the movement of the support frame is further reduced, which is beneficial to improving the safety when moving the support frame.

[0025] In summary, the present application includes at least one of the following beneficial technical effects: 1. The construction workers first assemble the formwork, support beam and support frame, and then adjust the height between the support frame and the ground by connecting the lifting part, and then adjust the distance between the support beam and the support frame by connecting the support part, so that the formwork is in the designed position. When the concrete poured on the formwork solidifies, the construction workers adjust the height between the support frame and the ground again by connecting the lifting part, so that the formwork is separated from the solidified concrete. Finally, a hydraulic trolley or forklift is used to move the support frame together with the formwork and support beam until it is moved to the construction position. In this process, the construction workers do not need to repeatedly dismantle the support frame, thereby improving the efficiency of concrete construction and helping to reduce construction costs; 2. The construction personnel insert the adjustment rod into the bottom of the vertical pole, and then rotate the adjustment nut in the forward direction. The adjustment nut is pressed against the locking pin. Since the telescopic rod cannot move toward the ground, the reaction force of the adjustment nut pressing against the locking pin causes the adjustment rod to move vertically upward, thereby increasing the distance between the vertical pole and the ground. At the same time, when the ground is uneven, the construction personnel use the fine-tuning parts to make each vertical pole on the support frame at the same height; 3. The construction personnel first install the jacking screw on the vertical pole and use the jacking block to achieve preliminary fixation. Then, according to the designed inclination angle of concrete pouring, the installation plate is rotated so that the installation plate drives the support beam and the template on the support beam to be at the designed inclination angle. Then, the locking block is tightened, and the locking block presses the locking teeth on the angle gear ring to fix the inclination angle of the installation plate. Finally, the position of the template is adjusted by twisting the jacking block, so that concrete floors with different angles can be poured. 4. When the lever drives the protrusion to press the tooth plate onto the rack, the compression spring presses the tooth plate onto the protrusion, and the lever, protrusion, tooth plate and rack form a mechanical self-locking effect. At the same time, the gravity of the lever itself prevents the protrusion from rotating accidentally, which is beneficial to reduce the possibility of the tooth plate accidentally falling off the rack, and is beneficial to improving the safety of the support frame for concrete pouring. BRIEF DESCRIPTION OF THE DRAWINGS

[0026] Figure 1 It is a structural diagram of Example 1 of the present application.

[0027] Figure 2 yes Figure 1 Enlarged view of part A.

[0028] Figure 3 It is a structural schematic diagram of the positional relationship among the lifting sleeve, telescopic rod and bottom rod tube in Example 1 of the present application.

[0029] Figure 4 It is a structural schematic diagram of the positional relationship among the mounting plate, the lifting screw and the angle gear ring in Example 2 of the present application.

[0030] Figure 5It is a structural schematic diagram of the positional relationship among the rack, the briquetting cylinder and the shifting rod in Example 2 of the present application.

[0031] Figure 6 It is a cross-sectional view of the positional relationship among the protrusion, tooth plate and compression spring in Example 2 of the present application.

[0032] Explanation of the reference numerals: 1. formwork; 2. support beam; 21. main beam; 22. secondary beam; 3. support frame; 31. vertical pole; 32. horizontal pole; 33. inclined rod; 34. connecting plate; 35. connecting sleeve; 4. connecting support part; 401. adjusting screw; 402. locking block; 403. supporting plate; 404. mounting plate; 405. ear plate; 406. angle shaft; 407. lifting screw; 408. lifting block; 409. angle gear ring; 410. locking tooth; 411. locking block; 5. connecting lifting part; 510. adjusting rod; 511. rod sleeve; 512. lifting sleeve; 513. outer screw 514, telescopic rod; 515, pin hole; 516, waist-shaped hole; 517, locking pin; 518, adjusting nut; 519, fine-tuning piece; 5191, bottom rod tube; 5192, fine-tuning screw rod; 5193, anti-loosening nut; 5194, bottom plate; 520, outer tube; 521, support rod; 522, pin slot hole; 523, fine-tuning slot; 524, fixing pin; 525, rack; 526, pressure block tube; 527, tooth plate; 528, avoidance groove; 529, compression spring; 530, lever; 531, bump; 6, adjustment handle; 7, arc surface; 8, counterweight ball; 9, rib plate; 10, locking ring. DETAILED DESCRIPTION

[0033] The following is combined with Figure 1-Figure 6 This application is described in further detail.

[0034] The embodiment of the present application discloses a movable construction table formwork for beams and slabs.

[0035] Example 1 Reference Figure 1 A movable construction table formwork for beams and slabs includes a template 1, a support beam 2 and a support frame 3 arranged from top to bottom, the support beam 2 is located between the template 1 and the support frame 3, the support beam 2 includes a main beam 21 and a secondary beam 22, the template 1 is bolted to the secondary beam 22, and the secondary beam 22 has multiple bolts along the length direction of the main beam 21.

[0036] Reference Figure 1 , Figure 2 and Figure 3The support frame 3 includes a vertical pole 31, a horizontal pole 32 and a diagonal rod 33. A plurality of connecting plates 34 are welded on the vertical pole 31 along its axial direction. The horizontal pole 32 and the diagonal rod 33 are both plugged and arranged on the connecting plates 34. A connecting sleeve 35 is welded at one end of the vertical pole 31, and the connecting sleeve 35 is used to be plugged and matched with the end of another vertical pole 31.

[0037] Reference Figure 1 , Figure 2 and Figure 3 A connecting support portion 4 is arranged between the support beam 2 and the support frame 3, and the connecting support portion 4 is used to adjust the distance between the support beam 2 and the support frame 3. A connecting lifting portion 5 is arranged at the bottom of the support frame 3, and the connecting lifting portion 5 is used to adjust the height between the support frame 3 and the ground.

[0038] Reference Figure 1 , Figure 2 and Figure 3 The connecting support part 4 includes an adjusting screw 401 coaxially slidably arranged at the end of the vertical rod 31, and a locking block 402 is threadedly connected to the adjusting screw 401. The locking block 402 is used to abut the end of the vertical rod 31. A supporting plate 403 is welded to the adjusting screw 401, and the supporting plate 403 is bolted to the main beam 21.

[0039] The construction workers build the support frame 3 at the construction site, and fix the template 1 and the support beam 2 on the support frame 3, and then rotate the locking block 402 in the forward direction. The locking block 402 presses against the reaction force at the end of the vertical pole 31, so that the adjusting screw 401 moves along the axial direction of the vertical pole 31, so that the supporting plate 403 pushes the main beam 21 and the secondary beam 22 to move synchronously, so that the template 1 is in the designed position for concrete pouring.

[0040] Reference Figure 1 , Figure 2 and Figure 3 The connecting lifting part 5 includes an adjusting rod 510, and a connecting plate 34 is welded on the adjusting rod 510. A rod sleeve 511 and a lifting sleeve 512 are welded at both ends of the adjusting rod 510. The rod sleeve 511 is used to be plugged into and matched with the end of the vertical rod 31. An external thread 513 is provided on the outer wall of the lifting sleeve 512. A telescopic rod 514 is coaxially slidably arranged on the lifting sleeve 512, and a plurality of pin holes 515 are provided on the telescopic rod 514 along its axial direction.

[0041] Reference Figure 1 , Figure 2 and Figure 3A waist-shaped hole 516 is provided between the inner and outer walls of the lifting sleeve 512 and along the axial direction of the lifting sleeve 512. A locking pin 517 is inserted into the pin hole 515. The cross section of the locking pin 517 is G-shaped. The locking pin 517 passes through the waist-shaped hole 516. An adjusting nut 518 is threadedly connected to the lifting sleeve 512. The adjusting handle 6 is rotatably connected to the adjusting nut 518. The adjusting nut 518 is used to tighten the locking pin 517. A fine-tuning part 519 is arranged on the telescopic rod 514.

[0042] Reference Figure 1 , Figure 2 and Figure 3 The fine-tuning part 519 is used to adjust the distance between the telescopic rod 514 and the ground. The fine-tuning part 519 includes a bottom rod tube 5191 coaxially welded to the bottom of the telescopic rod 514, and a connecting plate 34 is also welded on the bottom rod tube 5191. A fine-tuning screw rod 5192 is coaxially threadedly connected to the bottom rod tube 5191, and a locking nut 5193 is threadedly connected to the fine-tuning screw rod 5192. The locking nut 5193 is used to tighten the end of the bottom rod tube 5191. A bottom plate 5194 is welded to the end of the fine-tuning screw rod 5192 facing away from the bottom rod tube 5191, and a rib plate 9 is welded between the bottom plate 5194 and the fine-tuning screw rod 5192.

[0043] When it is necessary to move the position of the support frame 3 as a whole, the construction personnel first remove the adjusting rod 510 at the bottom of the support frame 3 and the inclined rod 33 on the connecting plate 34 on the bottom rod tube 5191, and then loosen the adjusting nut 518 through the adjusting handle 6 to make the adjusting nut 518 away from the locking pin 517, and at the same time use a hydraulic trolley or forklift to fix the support frame 3, then pull out the locking pin 517, and then slide the adjusting rod 510 to the appropriate position and insert the locking pin 517 again, so that all the adjusting rods 510 at the bottom of the support frame 3 are at the same height.

[0044] The support frame 3 is then lowered by a hydraulic trolley or forklift to separate the formwork 1 from the solidified concrete, and then the support frame 3 is moved to the construction position by a hydraulic trolley or forklift. After the support frame 3 is lifted as a whole to a suitable position by the hydraulic trolley or forklift, the locking pin 517 is pulled out, the adjusting rod 510 is moved to a suitable position, and the locking pin 517 is inserted again.

[0045] And make all the adjustment rods 510 at the bottom of the support frame 3 at the same height again, then turn the fine-tuning screw 5192 to make the bottom plate 5194 on the fine-tuning screw 5192 touch the ground, then tighten the anti-loosening nut 5193 and withdraw the hydraulic trolley or forklift, and finally reinstall the diagonal rod 33. The construction personnel then turn the adjusting screw 401 according to the design requirements, so that the adjusting screw 401 drives the supporting plate 403 to move, thereby moving the template 1 to the designed position for concrete pouring.

[0046] The implementation principle of Example 1 is as follows: the construction personnel build the support frame 3 at the construction location, and fix the template 1 and the support beam 2 on the support frame 3, and then rotate the locking block 402 in the forward direction, and the locking block 402 presses against the reaction force at the end of the vertical pole 31, so that the adjusting screw 401 moves along the axial direction of the vertical pole 31, so that the supporting plate 403 pushes the main beam 21 and the secondary beam 22 to move synchronously, so that the template 1 is in the designed position for concrete pouring.

[0047] When it is necessary to move the position of the support frame 3 as a whole, the construction personnel first remove the adjusting rod 510 at the bottom of the support frame 3 and the inclined rod 33 on the connecting plate 34 on the bottom rod tube 5191, and then loosen the adjusting nut 518 through the adjusting handle 6 to make the adjusting nut 518 away from the locking pin 517, and at the same time use a hydraulic trolley or forklift to fix the support frame 3, then pull out the locking pin 517, and then slide the adjusting rod 510 to the appropriate position and insert the locking pin 517 again, so that all the adjusting rods 510 at the bottom of the support frame 3 are at the same height.

[0048] The support frame 3 is then lowered by a hydraulic trolley or forklift to separate the formwork 1 from the solidified concrete, and then the support frame 3 is moved to the construction position by a hydraulic trolley or forklift. After the support frame 3 is lifted as a whole to a suitable position by the hydraulic trolley or forklift, the locking pin 517 is pulled out, the adjusting rod 510 is moved to a suitable position, and the locking pin 517 is inserted again.

[0049] And make all the adjustment rods 510 at the bottom of the support frame 3 at the same height again, then turn the fine-tuning screw 5192 to make the bottom plate 5194 on the fine-tuning screw 5192 touch the ground, then tighten the anti-loosening nut 5193 and withdraw the hydraulic trolley or forklift, and finally reinstall the inclined rod 33. The construction personnel then turn the adjusting screw 401 according to the design requirements to make the adjusting screw 401 drive the supporting plate 403 to move, so that the template 1 moves to the designed position for concrete pouring Example 2 refer to Figure 4 The difference between this embodiment and embodiment 1 is that the connecting support part 4 includes a mounting plate 404 bolted to the main beam 21, a group of ear plates 405 are welded to the mounting plate 404, an angle shaft 406 is rotatably mounted between the two ear plates 405, a lifting screw 407 is rotatably connected to the angle shaft 406, and the lifting screw 407 is coaxially slidably matched with the vertical rod 31.

[0050] refer to Figure 4The lifting screw 407 is threadedly connected with a lifting block 408, and the lifting block 408 is used to press against the end of the vertical pole 31. An angle gear ring 409 is welded on the ear plate 405, and the angle gear ring 409 is coaxially sleeved on the angle shaft 406. A locking ring 10 is slidingly sleeved on the lifting screw 407, and a locking tooth 410 is welded on the locking ring 10. The locking tooth 410 is used to be clamped on the angle gear ring 409. A locking block 411 is threadedly connected to the lifting screw 407, and the locking block 411 is used to press the locking tooth 410 onto the angle gear ring 409.

[0051] The construction workers first install the lifting screw 407 on the vertical pole 31, and then achieve preliminary fixation by tightening the lifting block 408. Thereafter, according to the designed inclination angle of the concrete pouring, the mounting plate 404 is rotated, so that the mounting plate 404 drives the support beam 2 and the formwork 1 on the support beam 2 to be at the same designed inclination angle, and then the locking block 411 is tightened.

[0052] The locking block 411 pushes the locking ring 10 close to the angle tooth ring 409, so that the locking ring 10 continuously presses the locking tooth 410 onto the angle tooth ring 409, thereby fixing the inclination angle of the mounting plate 404, and then fixing the inclination angle of the formwork 1. Finally, the position of the formwork 1 is fine-tuned by twisting the lifting block 408, so that concrete floors of different angles can be cast.

[0053] Reference Figure 5 and Figure 6 The connecting lifting part 5 includes an outer tube 520, on which a connecting plate 34 is welded, and a support rod 521 is coaxially slidably inserted on the outer tube 520. The support rod 521 is provided with a plurality of pin slots 522 along its axial direction, and a fine-tuning slot 523 is provided between the inner and outer side walls of the outer tube 520 and along its axial direction, and a fixing pin 524 is inserted into the pin slot 522, and the fixing pin 524 passes through the fine-tuning slot 523.

[0054] Reference Figure 5 and Figure 6 A rack 525 is welded on the outer tube 520 along its axial direction, and a briquette tube 526 is slidably sleeved on the outer tube 520. The briquette tube 526 is used to clamp the fixing pin 524. A tooth plate 527 is rotatably connected to the briquette tube 526. An escape groove 528 for the tooth plate 527 to rotate is provided on the briquette tube 526. The tooth plate 527 is used to clamp the rack 525. A compression spring 529 is supported between the side of the tooth plate 527 facing the rack 525 and the escape groove 528 on the briquette tube 526.

[0055] Reference Figure 5 and Figure 6A lever 530 is rotatably connected to the pressing block cylinder 526, a counterweight ball 8 is welded to the lever 530, a protrusion 531 is integrally formed on the lever 530 and at the rotation center of the lever 530, and a circular arc surface 7 is opened on the protrusion 531. When the lever 530 is vertically downward, the circular arc surface 7 on the protrusion 531 presses the tooth plate 527 onto the rack 525. At this time, the rotation center of the lever 530, the center of the circular arc surface 7 on the protrusion 531, and the abutment position of the circular arc surface 7 of the protrusion 531 and the tooth plate 527 are all on the same straight line.

[0056] When it is necessary to adjust the height of the support frame 3 and the ground, the construction worker rotates the lever 530 in the forward direction, and the lever 530 drives the protrusion 531 away from the tooth plate 527. At this time, there is a distance between the protrusion 531 and the tooth plate 527, so the compression spring 529 restores its deformation and pushes the tooth plate 527 away from the rack 525. Then the construction worker slides the pressure block cylinder 526, and then the construction worker pulls out the fixing pin 524 and adjusts the position of the support rod 521 and then inserts the fixing pin 524 again, and finally rotates the lever 530 in the reverse direction.

[0057] Under the action of gravity of the counterweight ball 8, the lever 530 presses the tooth plate 527 against the rack 525 through the protrusion 531, and the compression spring 529 is compressed again. At the same time, the compression spring 529 presses the tooth plate 527 against the protrusion 531. At this time, the rotation center of the lever 530, the center of the arc surface 7 on the protrusion 531, and the contact position between the arc surface 7 of the protrusion 531 and the tooth plate 527 are on the same straight line, the lever 530, the protrusion 531, the tooth plate 527 and the rack 525 form a mechanical self-locking effect. When the pressure block tube 526 is pressed against the fixing pin 524 again, the support rod 521 and the outer tube 520 cannot slide relative to each other.

[0058] The implementation principle of Example 2 is as follows: the locking block 411 pushes the locking ring 10 close to the angle tooth ring 409, so that the locking ring 10 continuously presses the locking tooth 410 onto the angle tooth ring 409, thereby fixing the inclination angle of the mounting plate 404, and then fixing the inclination angle of the formwork 1, and finally fine-tuning the position of the formwork 1 by twisting the jacking block 408, so that concrete floors of different angles can be cast.

[0059] When it is necessary to adjust the height of the support frame 3 and the ground, the construction worker rotates the lever 530 in the forward direction, and the lever 530 drives the protrusion 531 away from the tooth plate 527. At this time, there is a distance between the protrusion 531 and the tooth plate 527, so the compression spring 529 restores its deformation and pushes the tooth plate 527 away from the rack 525. Then the construction worker slides the pressure block cylinder 526, and then the construction worker pulls out the fixing pin 524 and adjusts the position of the support rod 521 and then inserts the fixing pin 524 again, and finally rotates the lever 530 in the reverse direction.

[0060] Under the action of gravity of the counterweight ball 8, the lever 530 presses the tooth plate 527 against the rack 525 through the protrusion 531, and the compression spring 529 is compressed again. At the same time, the compression spring 529 presses the tooth plate 527 against the protrusion 531. At this time, the rotation center of the lever 530, the center of the arc surface 7 on the protrusion 531, and the contact position between the arc surface 7 of the protrusion 531 and the tooth plate 527 are on the same straight line, the lever 530, the protrusion 531, the tooth plate 527 and the rack 525 form a mechanical self-locking effect. When the pressure block tube 526 is pressed against the fixing pin 524 again, the support rod 521 and the outer tube 520 cannot slide relative to each other.

[0061] The above are all preferred embodiments of the present application, and the protection scope of the present application is not limited thereto. Therefore, any equivalent changes made according to the structure, shape, and principle of the present application should be included in the protection scope of the present application.

Claims

1. A movable construction table form for beams and slabs, characterized in that: The invention comprises a template (1), a support beam (2) and a support frame (3); the support beam (2) is located between the template (1) and the support frame (3); a connecting support portion (4) is provided between the support beam (2) and the support frame (3); the connecting support portion (4) is used to adjust the distance between the support beam (2) and the support frame (3); a connecting lifting portion (5) is provided at the bottom of the support frame (3); the connecting lifting portion (5) is used to adjust the height between the support frame (3) and the ground.

2. The movable construction table formwork for beam and slab according to claim 1, characterized in that: The support frame (3) comprises a vertical pole (31), a horizontal pole (32) and an inclined rod (33); a plurality of connecting plates (34) are arranged on the vertical pole (31) along its axial direction; the horizontal pole (32) and the inclined rod (33) are both detachably arranged on the connecting plates (34); a connecting sleeve (35) is arranged at one end of the vertical pole (31); the connecting sleeve (35) is used for plugging and matching with the end of another vertical pole (31).

3. The movable construction table formwork for beam and slab according to claim 2, characterized in that: The connecting support portion (4) comprises an adjusting screw (401) coaxially slidably arranged on the vertical rod (31); a locking block (402) is threadedly connected to the adjusting screw (401); the locking block (402) is used to abut against the end of the vertical rod (31); a supporting plate (403) is arranged on the adjusting screw (401); and the supporting beam (2) is detachably arranged on the supporting plate (403).

4. The movable construction table formwork for beam and slab according to claim 2, characterized in that: The connecting lifting part (5) comprises an adjusting rod (510), one of the connecting plates (34) is arranged on the adjusting rod (510), a rod sleeve (511) and a lifting sleeve (512) are arranged at both ends of the adjusting rod (510), the rod sleeve (511) is used for plugging and matching with the end of the vertical rod (31), an outer wall of the lifting sleeve (512) is provided with an external thread (513), a telescopic rod (514) is coaxially slidably arranged on the lifting sleeve (512), and a plurality of pin holes (515) are opened on the telescopic rod (514) along its axial direction, A waist-shaped hole (516) is provided between the inner and outer walls of the lifting sleeve (512) and along the axial direction of the lifting sleeve (512); a locking pin (517) is inserted into the latch hole (515); the locking pin (517) passes through the waist-shaped hole (516); an adjusting nut (518) is threadedly connected to the lifting sleeve (512); the adjusting nut (518) is used to tighten the locking pin (517); a fine-tuning piece (519) is provided on the telescopic rod (514); the fine-tuning piece (519) is used to adjust the distance between the telescopic rod (514) and the ground.

5. The movable construction table formwork for beam and slab according to claim 4, characterized in that: The fine-tuning member (519) comprises a bottom rod tube (5191) arranged on the telescopic rod (514); a fine-tuning screw rod (5192) is threadedly connected to the bottom rod tube (5191); a locking nut (5193) is threadedly connected to the fine-tuning screw rod (5192); the locking nut (5193) is used to tighten the bottom rod tube (5191); and a bottom plate (5194) is arranged at one end of the fine-tuning screw rod (5192) facing away from the bottom rod tube (5191).

6. The movable construction table formwork for beam and slab according to claim 4, characterized in that: The adjusting nut (518) is rotatably connected to an adjusting handle (6).

7. The movable construction table formwork for beams and slabs according to claim 2 is characterized in that: The connecting support portion (4) comprises a mounting plate (404) detachably mounted on the support beam (2), the mounting plate (404) being provided with an ear plate (405), the ear plate (405) being rotatably provided with an angle shaft (406), the angle shaft (406) being rotatably connected with a lifting screw rod (407), the lifting screw rod (407) being coaxially slidably matched with the vertical rod (31), the lifting screw rod (407) being threadedly connected with a lifting block (408), the lifting block (408) being used for An angle toothed ring (409) is coaxially arranged on the ear plate (405) relative to the axis of the angle shaft (406) so as to press against the end of the vertical rod (31), a locking tooth (410) is slidably arranged on the lifting screw (407), and the locking tooth (410) is used to be clamped on the angle toothed ring (409), and a locking block (411) is threadedly connected on the lifting screw (407), and the locking block (411) is used to press the locking tooth (410) onto the angle toothed ring (409).

8. The movable construction table formwork for beam and slab according to claim 2, characterized in that: The connecting lifting part (5) comprises an outer tube (520), on which the connecting plate (34) is arranged, a support rod (521) is coaxially slidably arranged on the outer tube (520), a plurality of pin slots (522) are provided on the support rod (521) along its axial direction, a fine-tuning slot (523) is provided between the inner and outer side walls of the outer tube (520) and along its axial direction, a fixing pin (524) is inserted into the pin slot (522), and the fixing pin (524) passes through the fine-tuning slot (523), a rack (525) is provided on the outer tube (520) along its axial direction, a block cylinder (526) is slidably sleeved on the outer tube (520), and the block cylinder (526) ) is used to press the fixing pin (524), a tooth plate (527) is rotatably provided on the briquetting tube (526), ​​an escape groove (528) for the tooth plate (527) to rotate is provided on the briquetting tube (526), ​​the tooth plate (527) is used to clamp the rack (525), a compression spring (529) is supported between the side of the tooth plate (527) facing the rack (525) and the escape groove (528) on the briquetting tube (526), ​​a lever (530) is rotatably provided on the briquetting tube (526), ​​a protrusion (531) is provided on the lever (530), when the lever (530) is vertically downward, the protrusion (531) presses the tooth plate (527) onto the rack (525).

9. The movable construction table formwork for beam and slab according to claim 8, characterized in that: The protrusion (531) is provided with an arc surface (7), and the protrusion (531) is located at the rotation center of the shifting rod (530). When the protrusion (531) presses the tooth plate (527) onto the rack (525), the rotation center of the shifting rod (530), the center of the arc surface (7) and the contact position of the arc surface (7) of the protrusion (531) and the tooth plate (527) are on the same straight line.

10. The movable construction table formwork for beam and slab according to claim 8, characterized in that: A counterweight ball (8) is arranged on the shifting rod (530).

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