A vertical vibration damping device for a high formwork support
By designing a vertical vibration damping device on a tall supporting mold frame, the vertical kinetic energy transmitted by concrete pouring is reduced by using vibration-absorbing springs, the problem of collapse of the supporting mold frame caused by insufficient vibration damping measures in the prior art is solved, and the safety and reliability of construction are improved.
Patent Information
- Application Number
- CN202510307977.6
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2025-03-17
- Publication Date
- 2025-05-30
- Estimated Expiration
- 2045-03-17
AI Technical Summary
In the prior art, the vibration damping measures of tall formwork frames are insufficiently considered, resulting in frequent collapse accidents of high formwork frames, especially during the concrete pouring stage.
A high-level vertical vibration damping device for supporting mold frames is designed, including vertical poles, U-shaped support, vertical vibration damping components, vertical pole anti-clusters, temporary ferrules and transition force transmission parts. The vertical kinetic energy transmitted by concrete pouring is reduced through vibration-absorbing springs and the impact on the supporting mold frames is reduced.
It effectively reduces the impact of vertical dynamic load on the formwork frame during concrete pouring, improves the safety and reliability of construction, avoids the overall collapse risk caused by local impact loads, and adapts to different plate thickness loads through preset compression adjustment.
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Figure CN119825127B_ABST
Abstract
Description
Technical Field
[0001] The present invention belongs to the technical field of construction engineering construction, and particularly relates to a vertical vibration damping device for a high and large formwork support frame. Background Art
[0002] The prior art such as a construction engineering scaffold disclosed in CN217353424U includes vertical poles, horizontal bars and diagonal braces. A connecting plate is provided on the vertical pole. Buckle joints are provided at the connecting ends of the horizontal bar and the diagonal brace. The buckle joints are fixed on the connecting plate through pins. An anti - detachment structure is provided at the bottom of the pin. The anti - detachment structure includes a limiting rotating plate. A through shaft hole is provided on the top surface of the limiting rotating plate. A rotating shaft is provided in the shaft hole. The upper end of the rotating shaft is connected to the bottom of the pin. An anti - detachment cap is provided at the lower end of the rotating shaft. The anti - detachment cap is larger than the aperture of the shaft hole. It is a form of formwork support frame with a common disc - type jack structure in the existing formwork system. However, the anti - vibration of the entire formwork support system is not considered in this formwork support frame structure, so that the entire structural system cannot meet the safety and stability requirements of construction. The high formwork support system, as the main temporary facility in construction, plays a crucial role in the safety of the entire construction process. In the prior art, insufficient consideration is given to the vibration damping measures for the high formwork support frame, resulting in frequent collapse accidents of the high formwork support frame in recent years. The collapse of the high formwork support frame mainly occurs during the concrete pouring stage. The main reason is the action of dynamic loads generated by the formwork support frame when bearing the concrete pouring. The dynamic loads greatly weaken the safety and reliability of the formwork support frame. The dynamic loads come from the pouring of concrete, the vibration of concrete, the placement of large - scale concrete distributors, and the reciprocating movement of the concrete pump pipe during the pumping of concrete, etc.
[0003] CN102031868A discloses a construction formwork support frame, including vertical poles, horizontal bars, jacks and connecting buckles. Among them, the horizontal bar and the vertical pole are connected through the connecting buckle to form the overall formwork support frame. An adjustable jack is provided at the top of the vertical pole. The adjustable jack is fixed on the vertical pole through a limiting ring and becomes a part of the vertical pole. The horizontal bar is divided into a fixed - length horizontal bar and an adjustable horizontal bar. The adjustable horizontal bar is connected to the vertical pole and the fixed - length horizontal bar on the side of the formwork support frame through the connecting buckle to form the overall structure of the construction formwork support frame. When adopting the above - mentioned formwork support system, especially when the concrete pump pipe conveys concrete, a horizontal step load is generated and transmitted to the formwork support frame through the friction force between components. At the same time, as the concrete is poured, the mass at the top of the formwork support frame gradually increases and is in the form of eccentric load. The natural vibration frequency of the formwork support frame changes. When the frequency of the external excitation load is close to the natural vibration frequency of the formwork support frame, a resonance effect occurs. At this time, the amplitude of the formwork support frame increases significantly, and the formwork support frame is extremely prone to damage and collapse at this time.
[0004] In summary, in view of the safety hazard of system collapse caused by insufficient consideration of vibration reduction in the formwork support system in the prior art, it is proposed to add a special vibration reduction device at the commonly used adjustable jack and vertical rod to achieve vibration reduction and energy dissipation of the horizontal dynamic load transmitted from the upper part, reduce the dynamic response of the high formwork support under the horizontal dynamic load during concrete pouring, and improve the safety of the formwork support. Summary of the Invention
[0005] In view of the above deficiencies in the prior art, the present invention provides a vertical vibration reduction device for a high formwork support to solve the above problems existing in the prior art.
[0006] To solve the above technical problems, the present invention adopts the following technical solution: A vertical vibration reduction device for a high formwork support includes a vertical rod, a U-shaped support, a vertical vibration reduction assembly, a vertical rod anti-catching part, a temporary hoop, and a transition force transmission part; the vertical vibration reduction assembly includes a threaded sleeve, a multi-functional hand wrench nut, a vibration reduction spring, and a spring support adjustment tube; further, the threaded sleeve is divided into a small hole section and a large hole section, the inner wall of the small hole section is provided with threads for connecting with the screw rod of the U-shaped support; the inner diameter of the large hole section is larger than the outer diameter of the vertical rod for facilitating the insertion of the vertical rod, and the large and small hole sections form a step inside, and the step contacts the top of the vertical rod to form a force transmission support; further, the external thread of the threaded sleeve is sleeved with the multi-functional hand wrench nut, and the lower part of the threaded sleeve is connected to the upper end of the spring support adjustment tube; the vibration reduction spring is connected to the multi-functional hand wrench nut at the upper part and the spring support adjustment tube at the lower part; further, the temporary hoop is provided with a step inside to support the spring support adjustment tube, the transition force transmission part is arranged below the temporary hoop, is fastened and fixed to the vertical rod, and is provided with a circular platform one at the upper part for supporting
[0007] the temporary hoop and provides an opening platform for the temporary hoop, and is provided with a circular platform two at the lower part to contact and form a support with the pin on the disc fastener of the lower vertical rod; further, the vertical rod anti-catching part is divided into a large inclined surface section and a variable cross-section section, the whole is staggered with slits up and down, and the sharp corners are rounded, and the variable cross-section section is inserted into the vertical rod to prevent the threaded sleeve from scraping the outer edge of the vertical rod when vibrating up and down.
[0008] Further, the spring support adjustment tube includes an upper threaded tube and a lower threaded tube, a connecting tube two is arranged at the top of the upper threaded tube, screw holes are arranged at intervals on the connecting tube two, and the screw holes are connected with the vibration reduction spring above it; a hole is opened on the side of the large cross-section section of the upper threaded tube and is connected with the threaded sleeve through a tightening bolt; a step is arranged on the inner wall of the upper part of the small cross-section section of the upper threaded tube to support the threaded sleeve.
[0009] Further, holes are respectively formed in the upper and lower ends of the threaded sleeve in opposite directions. The upper hole is aligned with the side hole of the hand-operated nut and fixed by a bolt; the lower hole is aligned with the side hole of the large cross-section part of the spring support adjusting pipe and fixed by a tightening bolt; a scale is arranged on the side of the threaded sleeve along the height direction, and its bottom is placed on the variable cross-section step in the spring support adjusting pipe.
[0010] Further, the multi-functional hand-operated nut includes a hand-operated nut, a vertically extending sleeve, an annular wing plate and a bottom sealing plate; further, a vertically extending sleeve is arranged on the bottom surface of the hand-operated nut, two threaded holes are formed in the side surface of the hand-operated nut in opposite directions, and the threaded holes correspond to the threaded holes at the top of the threaded sleeve and are fixedly connected by bolts; further, an annular wing plate is formed at the bottom of the vertically extending sleeve; a bottom sealing plate is arranged at the bottom of the annular wing plate and fixedly connected thereto, and holes are formed in the annular wing plate at the corresponding hole positions of the bottom sealing plate and are fixedly connected by screws and nuts; annular tracks are arranged on the lower surface of the hand-operated nut and the upper surface of the bottom sealing plate. Further, a two-way thrust ball bearing is arranged between the damping spring and the multi-functional hand-operated nut; further, the two-way thrust ball bearing includes an upper race, a clamping plate, a lower race, a ball groove and rolling balls; ball groove fixing holes and through bolt holes are respectively formed in the lower surface and the upper surface of the upper race and the lower race at equal intervals along the circumference; the clamping plate is located between the upper race and the lower race, and holes are formed at the corresponding positions of the bolt holes of the upper race and the lower race; further, a connecting pipe I is arranged below the lower race, and four bolt holes are formed at equal intervals along the circumference; three fixing plates are arranged around the ball groove; the rolling balls are inserted into the ball groove; the ball groove is embedded in the fixing hole of the upper race, and the upper race, the clamping plate and the lower race are clamped together by bolts and nuts to form an integral body, and the upper race, the lower race and the rolling balls are respectively clamped in the annular tracks on the lower surface of the hand-operated nut and the upper surface of the bottom sealing plate.
[0011] Further, the damping spring includes an upper connecting ring, a lower connecting ring and a vertical spring, and the upper connecting ring and the lower connecting ring are fixedly connected to the vertical spring; holes are formed at equal intervals around the upper connecting ring and are connected to the connecting pipe I of the lower race of the two-way thrust ball bearing by screws; holes are formed at equal intervals around the lower connecting ring and are connected to the holes of the spring support adjusting pipe at its bottom by screws; the whole damping spring is wrapped with rubber.
[0012] Further, the temporary hoop includes a pull switch, a tightening fastener and an anti-jamming fastener, and the temporary hoop is opened by the pull switch.
[0013] Compared with the prior art, the present invention has the following beneficial effects: The vertical vibration damping device of the high and large formwork support of the present invention reduces the vertical kinetic energy transmitted by concrete pouring through the vibration damping spring, achieving a vibration damping effect, reducing the potential safety hazards caused by the direct impact of the vertical dynamic load on the formwork support, and improving the safety and reliability of concrete construction of the high and large formwork support; at the same time, when multiple vertical vibration damping devices are used, the single-point large impact load within the range of using this device is borne by multiple vertical vibration damping devices within this range, avoiding the risk that the local impact load during concrete pouring causes excessive local impact pressure on a single vertical rod at the corresponding position of the formwork support, resulting in local instability and overall collapse. The adjustment of the preset compression amount enables this device to provide a relatively accurate spring vibration damping effect under different slab thickness loads, enhancing the applicability of this device.
[0014] By using a pull wire switch, the operator does not need to climb the support frame multiple times, but only needs to pull the pull rope at the bottom of the frame to open the temporary collar, thereby realizing the elevation return of the U-shaped support plate; after the temporary collar is opened, it still remains on the circular platform of the bottom transition force transmission member and will not fall, providing safety guarantee; the design of the temporary collar delay switch prevents the spring support adjustment pipe from getting stuck when it falls in the tightening fastener. BRIEF DESCRIPTION OF THE DRAWINGS
[0015] Figure 1 is a schematic diagram of a vertical vibration damping device for a high and large formwork support of the present invention; Figure 2 is a schematic diagram of the vertical vibration damping component of the present invention; Figure 3 is a schematic diagram of the temporary collar of a vertical vibration damping device for a high and large formwork support of the present invention; Figure 4 is a schematic diagram of the multifunctional hand-operated nut of the present invention; Figure 5 is a schematic diagram of the double-direction thrust ball bearing of the present invention; Figure 6 is a schematic diagram of the vibration damping spring of the present invention;
[0016] Figure 7 is a schematic diagram of a spring support adjustment pipe of the present invention; Figure 8 is a schematic diagram of the pull wire switch of the present invention and its exploded view; Figure 9 is a schematic diagram of the tightening fastener of the present invention and its exploded view; Figure 10 is a schematic diagram of an anti-jamming fastener of the present invention and its exploded view; Figure 11 is a schematic diagram of a transition force transmission member of the present invention; Figure 12 is a schematic diagram of a vertical rod anti-jamming member of the present invention; Figure 13 is a diagram of different operating states of a vertical vibration damping device for a high and large formwork support of the present invention. DETAILED DESCRIPTION OF THE EMBODIMENTS
[0017] In order to enable those skilled in the art to better understand the present invention, the technical solutions of the present invention will be further described below in conjunction with the drawings and embodiments.
[0018] Embodiment 1 is asFigure 1-12 As shown in Figure 1-12 , a vertical vibration damping device for a high formwork support includes a U-shaped support 1, a vertical vibration damping component 2, a vertical rod anti-jamming member 5, a temporary collar 3, and a transition force transmission member 4. Refer to Figure 2 , the vertical vibration damping component 2 includes a threaded sleeve 2-1, a multi-functional hand-operated nut 2-2, a double-direction thrust ball bearing 2-3, a damping spring 2-4, and a spring support adjusting tube 2-5. The threaded sleeve 2-1 internally threads and nests the screw rod part of the U-shaped support 1, and externally threads and sleeves the multi-functional hand-operated nut 2-2. Between the damping spring 2-4, the multi-functional hand-operated nut 2-2, and the spring support adjusting tube 2-5, a double-direction thrust ball bearing 2-3 is arranged to prevent the spring from rotating and twisting along with the multi-functional hand-operated nut 2-2 when the multi-functional hand-operated nut 2-2 is screwed.
[0019] The vertical rod anti-jamming member 5 is inserted into the top of the vertical rod; a stepped support spring support adjusting tube 2-5 is arranged inside the temporary collar 3, and a pull switch 3-1 is configured to realize the opening of the temporary collar 3, so that the spring support adjusting tube 2-5 and the devices above it fall off, and the bottom of the hand-operated nut contacts the top of the vertical rod anti-jamming member 5, and the elevation returns to the original position. The transition force transmission member 4 is arranged on the top disc pin of the vertical rod to support the temporary collar 3.
[0020] Refer to Figures 4-7 , in the vertical vibration damping component 2, the multi-functional hand-operated nut 2-2 includes a hand-operated nut 2-2-1, a vertically extending sleeve 2-2-2, an annular wing plate 2-2-3, and a bottom sealing plate 2-2-4; a vertically extending sleeve 2-2-2 is arranged on the bottom surface of the hand-operated nut 2-2-1 for placing the double-direction thrust ball bearing 2-3; two threaded holes 2-2-1-1 are oppositely opened on the side surface of the hand-operated nut 2-2-1, and the threaded holes 2-2-1-1 correspond to the upper end holes 2-1-1 of the threaded sleeve 2-1 and are fixedly connected through bolts 2-2-7; an annular wing plate 2-2-3 is made at the bottom of the vertically extending sleeve 2-2-2; a bottom sealing plate 2-2-4 is also arranged at the bottom of the annular wing plate 2-2-3 and is fixedly connected to it. The annular wing plate 2-2-3 is provided with holes 2-2-3-1 at the corresponding hole positions of the bottom sealing plate 2-2-4 and is fixedly connected through screws 2-2-5 and nuts 2-2-6; annular tracks are arranged on the lower surface of the hand-operated nut 2-2-1 and the upper surface of the bottom sealing plate 2-2-4 for the rolling of the balls 2-3-3 of the double-direction thrust ball bearing 2-3.
[0021] Refer to Figure 5, in the vertical vibration damping component 2, the double-direction thrust ball bearing 2-3 includes an upper race 2-3-1, a clamping plate 2-3-4, a lower race 2-3-5, a ball groove and rolling balls; the upper and lower races 2-3-1 and 2-3-5 are respectively provided with ball groove fixing holes 2-3-1-2 and 2-3-5-2 and through bolt holes 2-3-1-1 and 2-3-5-1 at equal intervals along the circumference on their lower surfaces and upper surfaces; the clamping plate 2-3-4 is located between the upper and lower races 2-3-1 and 2-3-5, and holes 2-3-4-1 are provided at positions corresponding to the bolt holes of the upper and lower races 2-3-1 and 2-3-5; a connecting pipe 2-3-6 is arranged below the lower race 2-3-5, and four bolt holes 2-3-6-1 are provided at equal intervals along the circumference; three fixing plates are arranged around the ball groove 2-3-2; the rolling balls 2-3-3 are inserted into the ball groove 2-3-2; the ball groove 2-3-2 is embedded in the fixing hole 2-3-1-2 of the upper race 2-3-1, and the upper race 2-3-1, the clamping plate 2-3-4 and the lower race 2-3-5 are clamped together by bolts 2-3-7 and nuts 2-3-8 to form an integral body, and the upper and lower races 2-3-1 and 2-3-5 and the rolling balls 2-3-3 are respectively clamped in the annular tracks on the lower surface of the hand-operated nut 2-2-1 and the upper surface of the bottom sealing plate 2-2-4.
[0022] See Figure 6 , in the vertical vibration damping component 2, the vibration damping spring 2-4 includes upper and lower connecting rings 2-4-1 and 2-4-3 and a vertical spring 2-4-2; the upper and lower connecting rings 2-4-1 and 2-4-3 are fixedly connected to the vertical spring 2-4-2; holes 2-4-1-1 are provided at equal intervals around the upper connecting ring 2-4-1, and it is connected to the connecting pipe 2-3-6 of the lower race 2-3-5 of the double-direction thrust ball bearing 2-3 by screws 2-4-4; holes 2-4-3-1 are provided at equal intervals around the lower connecting ring 2-4-3, and it is connected to the screw hole 2-5-1-1-1 of the spring support adjusting pipe 2-5 at its bottom by screws 2-4-5; the whole vibration damping spring 2-4 is wrapped with rubber (2-4-6).
[0023] See again Figure 4, in the vertical vibration damping assembly 2, the threaded sleeve 2-1 is divided into a small-hole section and a large-hole section. The inner wall of the small-hole section is provided with threads that match the threads of the lead screw and are used for connecting with the lead screw; the inner diameter of the large-hole section is slightly larger than the outer diameter of the vertical rod to facilitate the insertion of the vertical rod; the large and small-hole sections form a step inside, which can contact the top of the vertical rod to form a force transmission support; the outer wall of the threaded sleeve 2-1 is provided with threads that are matched with the internal threads of the multi-functional hand-operated nut 2-2 to realize the up and down movement of the multi-functional hand-operated nut 2-2 within the range of these threads; holes are respectively opened oppositely at the upper and lower ends of the threaded sleeve 2-1. The upper hole 2-1-1 can be aligned with the side threaded hole 2-2-1-1 of the hand-operated nut 2-2-1 and fixed by a bolt 2-2-7, and the lower hole 2-1-2 can be aligned with the side hole 2-5-1-2-1 of the large cross-section part of the spring support adjusting pipe 2-5 and fixed by a tightening bolt 2-5-1-4; a scale (2-1-3) is arranged along the height direction on the side of the threaded sleeve 2-1, and its bottom is placed on the variable cross-section step inside the spring support adjusting pipe 2-5; a fillet is arranged on the inner side of the bottom of the threaded sleeve 2-1 to prevent it from getting stuck when moving outside the vertical rod.
[0024] See Figure 7 , in the vertical vibration damping assembly 2, the spring support adjusting pipe 2-5 includes an upper threaded pipe 2-5-1 and a lower threaded pipe 2-5-2. Among them, a connecting pipe two 2-5-1-1 is arranged at the top of the upper threaded pipe 2-5-1. The connecting pipe two 2-5-1-1 is provided with screw holes 2-5-1-1-1 arranged at intervals of 90°, which can be connected with the upper damping spring 2-4 above it; a hole 2-5-1-2-1 is opened on the side of the large cross-section section of the upper threaded pipe 2-5-1 and is connected with the threaded sleeve 2-1 by a tightening bolt 2-5-1-4; the outer wall of the small cross-section section 2-5-1-3 of the upper threaded pipe 2-5-1 is provided with threads and is sleeved outside the threaded sleeve 2-1; a step is arranged on the inner wall of the upper part of the small cross-section section 2-5-1-3 of the upper threaded pipe 2-5-1 to support the threaded sleeve 2-1.
[0025] The lower threaded pipe 2-5-2 is sleeved outside the vertical rod. The inner wall of the upper part of the lower threaded pipe 2-5-2 is provided with threads that match the inner wall threads of the small cross-section section 2-5-1-3 of the upper threaded pipe 2-5-1, and the overall length of the device can be adjusted. Two screw holes 2-5-2-1 are arranged oppositely on the lower threaded pipe 2-5-2, and the screw holes of the lower threaded pipe 2-5-2 are connected with the lower temporary hoop 3 by a tightening bolt 3-2-9; a fillet is arranged at the bottom of a part of the lower threaded pipe 2-5-2; an inclined plane ring is further arranged on the outer wall of the lower part of the lower threaded pipe 2-5-2. Its upper surface is a horizontal plane and the side surface is an inclined plane. The upper surface is placed below the limiting ring of the temporary hoop 3 to prevent the spring support adjusting pipe 2-5 from detaching from the temporary hoop 3 during the vibration damping process. At the same time, the inclined plane design on the side surface enables the spring support adjusting pipe 2-5 to fall smoothly; the bottom of the spring support adjusting pipe 2-5 is placed on the variable cross-section step inside the tightening fastener 3-2 of the temporary hoop 3.
[0026] The specific structure and opening implementation method of the temporary ferrule 3 in the present invention are not limited, as long as the ferrule and opening can be achieved. Specifically, refer to Figures 8-10 , the temporary ferrule 3 includes a pull wire switch 3-1, a tight ferrule fastener 3-2 and an anti-jamming fastener 3-3; the pull wire switch 3-1 in the temporary ferrule 3 includes a switch box 3-1-1, a nut bushing 3-1-4, a pull wire bushing 3-1-3, a check pin 3-1-5, and a spring buckle 3-1-2.
[0027] The switch box 3-1-1 includes a box body 3-1-1-1 and a cover 3-1-1-8. A hole is opened at the center of the bottom of the box body 3-1-1-1 for passing through the nut. A variable cross-section annular step 3-1-1-5 is vertically arranged along the hole. At the same time, a groove 3-1-1-6 is provided for fixing the fixing angle of the spring buckle 3-1-2. Three fixing columns are arranged at the bottom. The first fixing column 3-1-1-2 has no thread inside and is used for fixing the rotatable check pin 3-1-5. Threads are provided on the second and third fixing columns 3-1-1-3 and 3-1-1-4, and the cover 3-1-1-8 is fixed through bolts 3-1-7; a connecting ring 3-1-1-9 is arranged on the outer side of the cover 3-1-1-8, and a hole 3-1-1-9-1 is opened on the side for connecting the assist spring member 3-3-6; a connecting plate 3-1-1-7 extending from the side of the switch box 3-1-1 is inserted between the upper and lower ear plates 3-2-4 and 3-2-5 of the tight ferrule fastener 3-2, and a threaded hole 3-1-1-7-1 is vertically opened and connected and fixed to the tight ferrule fastener 3-2 through bolts; a groove 3-1-1-12 is arranged on the inner side of the cover 3-1-1-8 to fix the ball fixing member 3-1-6 for fixing the nut bushing 3-1-4 and enabling it to rotate without friction. A screw hole 9-1-1-8-1 is also provided on the cover 3-1-1-8, and the cover is fixed to the box body through the second and third fixing columns 3-1-1-3 and 3-1-1-4 at the bottom of the box body by bolts 3-1-7; a retaining buckle 3-1-1-11 is also arranged on the inner side of the cover 3-1-1-8 for limiting the check pin 3-1-5; a fixing shaft 3-1-1-10 is also arranged on the inner side of the cover 3-1-1-8, passing through the check pin 3-1-5 and inserting into the first fixing column 3-1-1-2 at the bottom of the box body 3-1-1-1.
[0028] The nut bushing 3-1-4 is provided with double discs 3-1-4-1, with a hexagonal hole opened in the center. Anti-rotation gear bosses 3-1-4-3 and 3-1-4-2 are respectively arranged between the double discs 3-1-4-1 and on the inner side; the end of the rotatable check pin 3-1-5 abuts against the anti-rotation gear boss 3-1-4-3; the cable spool 3-1-3 is of an annular thin-wall structure, and three cantilevered bending spring columns 3-1-3-1 and three sector bosses 3-1-3-2 are arranged at intervals along the circumference of its inner wall. A pull ring buckle 3-1-3-3 is fixedly extended on its outer wall and penetrates into a rope 3-1-8.
[0029] The anti-rotation gear boss 3-1-4-2 on the nut bushing 3-1-3 is embedded in the internal structure of the cable spool 3-1-3, so that it can only rotate relative to the cable spool 3-1-3 unidirectionally, and the relative rotation direction is opposite to the rotation direction caused by the cable; both ends of the spring buckle 3-1-2 are respectively extended with fixed ends. One end is inserted into the bottom groove 3-1-1-6 of the switch box, and the other end is provided with an elbow and clamped under the pull ring buckle 3-1-3-3 on the cable spool 3-1-3. Both the cable spool 3-1-3 and the spring buckle 3-1-2 are sleeved outside the variable cross-section annular step 3-1-1-5.
[0030] See Figure 9 , in the temporary hoop 3, the tightening fastener 3-2 of the tightening hoop includes a fastener 3-2-1, upper and lower ear plates 3-2-4, 3-2-5, a bearing connecting plate 3-2-3 and a sliding connecting plate 3-2-2; holes 3-2-1-1 are oppositely arranged on the upper part of the fastener 3-2-1 and a bolt 3-2-9 is penetrated to fix the spring support adjusting pipe 2-5; the upper and lower ear plates 3-2-4, 3-2-5 are horizontally fixed on the side surface of the fastener 3-2-1, and holes 3-2-4-1, 3-2-5-1 are respectively opened in the upper and lower ear plates. The hole 3-2-4-1 in the upper ear plate is hexagonal and is used to pass through a hexagonal bolt 3-2-6 to fix the cable switch 3-1; the fastener 3-2-1 realizes rotary opening and closing through a rotating shaft 3-2-7; a variable cross-section step is arranged inside it, and the tightening fastener 3-2 extends out the bearing connecting plate 3-2-3 and the sliding connecting plate 3-2-2;
[0031] A limit step is further arranged on the inner wall of the end of the tightening fastener 3-2 to prevent the temporary hoop 3 from separating from the lower threaded pipe 2-5-2 of the spring support adjusting pipe 2-5 during the vibration reduction process.
[0032] The bearing connecting plate 3-2-3 includes a fixed connecting plate 3-2-3-1, a ball 3-2-3-3 and a small sealing plate 3-2-3-2. The fixed connecting plate 3-2-3-1 is rectangular, and threaded holes 3-2-3-1-1 are provided at its four corners. A hexagonal hole is provided in the center. Double hemispherical grooves 3-2-3-1-2 are arranged outward on each side of the hexagon. The junction of the double hemispherical grooves 3-2-3-1-2 is connected. The balls 3-2-3-3 are arranged in the inner hemispherical grooves, and lubricating oil is injected into the outer hemispherical grooves. The small sealing plate 3-2-3-2 is rectangular, and holes are provided at the four corners corresponding to the threaded holes 3-2-3-1-1 of the fixed connecting plate. The hole 3-2-3-2-3, the opening and slotting of the small sealing plate 3-2-3-2 are the same as and corresponding to the fixed connecting plate 3-2-3-1, and are fixed thereto with screws 3-2-8, which are used to fix the ball 3-2-3-3 and seal the lubricating oil; the sliding connecting plate 3-2-2 has a horizontal elliptical hole, wherein the sliding connecting plate 3-2-2 is provided with a horizontal open arc groove at the elliptical hole on the inner side, and a connecting ring 3-2-2-1 is provided on the outer side, and the connecting ring 3-2-2-1 is provided with a notch at the corresponding position of the horizontal open arc groove of the sliding connecting plate 3-2-2, and a thread is provided on the outer periphery of the connecting ring for connecting the delay spring member 3-3-2.
[0033] See also Figure 10 The anti-stuck fastener 3-3 in the temporary hoop 3 includes a hexagonal long nut 3-3-5, a long screw 3-3-4, a special-shaped nut 1 3-3-1, a special-shaped nut 2 3-3-3, a compression nut 3-3-7, a delay spring 3-3-2 and a booster spring 3-3-6; the hexagonal long nut 3-3-5 is divided into a hexagonal nut section 3-3-5-2 and a cylindrical section 3-3-5-1, the hexagonal nut section 3-3-5-2 has a hole without thread inside, the cylindrical section 3-3-5-1 has a threaded hole inside, and the hexagonal nut section 3-3-5-2 passes through the pull-wire switch 3-1; a hexagonal section 3-3-4-3 and an arc-surface baffle 3-3-4-2 are arranged in the middle of the long screw 3-3-4, the arc surface faces the sliding connecting plate 3-2-2 of the clamp fastener 3-2, and the spherical surface can fit with the horizontal arc groove of the sliding connecting plate 3-2-2, which can
[0034] Slide horizontally along the groove direction; the long screw 3-3-4 passes through the bearing connecting plate 3-2-3 and the sliding connecting plate 3-2-2 of the clamping fastener 3-2, and is threadedly connected with the hexagonal long nut 3-3-5. The six balls 3-2-3-3 of the bearing connecting plate 3-2-3 are in contact with the hexagonal section 3-3-4-3, so that the long screw 3-3-4 can slide back and forth with small friction. A special-shaped nut 3-3-3 is set on the long screw 3-3-4 outside the sliding connecting plate 3-2-2 of the clamping fastener 3-2 to tighten the clamping fastener 3-2; the delay spring
[0035] The spring member 3-3-2 is sleeved outside the long screw rod 3-3-4, and annular connecting pieces 3-3-2-1 and 3-3-2-2 are fixed at both ends of the spring. The inner circle of the annular connecting piece 1 3-3-2-1 at one end is threaded and fixed to the sliding connecting plate 3-2-2 of the clamp fastener 3-2. An annular boss 3-3-2-2-1 is arranged on the outer side of the annular connecting piece 2 3-3-2-2 at the other end. A special-shaped nut 1 3-3-1 is passed through the long screw rod 3-3-4 and screwed into the boss 3-3-2-2-1. The annular connecting piece 2 3-3-2-2 is horizontally provided with a rectangular hole for the clamp.
[0036] The horizontal displacement of the long screw rod 3-3-4 provides space when the fastener 3-2 is opened and closed.
[0037] The special-shaped nut 3-3-1 is divided into a hexagonal nut section and a gasket section, wherein the gasket section can be embedded in the outer annular boss 3-3-2-2-1 of the annular connecting piece 2 3-3-2-2, so as to facilitate the twisting of the special-shaped nut 3-3-1 to compress the delay spring 3-3-2; the booster spring member 3-3-6 is sleeved outside the long screw 3-3-4, a connecting piece 3-3-6-2 is provided at one end of the spring, and a compression ring 3-3-6-1 is provided at the other end; a screw hole 3-3-6-2-1 is provided on the side wall of the connecting piece 3 3-3-6-2, and is fixedly connected to the outer connecting ring 3-1-1-9 of the switch box of the pull-wire switch 3-1 by a screw 3-3-6-3; one end of the compression nut 3-3-7 is a hexagonal nut 3-3-7-1 and the other end is a large ring nut 3-3- 7-3, with a small circular nut section 3-3-7-2 in the middle, wherein the small circular nut section 3-3-7-2 passes through the compression ring 3-3-6-1 to realize the installation of the assisting spring member 3-3-6 and apply preload; after the temporary hoop 3 is opened, the bottom surface of the spring support adjustment tube 2-5 falls from the variable cross-section step inside the clamp fastener 3-2, that is, the distance between the variable cross-section step inside the clamp fastener 3-2 and the upper surface of the transition force transmission member 4 is the maximum falling distance of the spring support adjustment tube 2-5 and the above devices, and the mark of the elevation return is that the lower surface of the hand nut 2-2-1 contacts and transmits force with the top of the vertical pole anti-stuck member 5, so the maximum falling distance is set to the maximum compression of the spring to meet the requirement that the top elevation of the U-shaped support 1 completely falls back to the design elevation after the temporary hoop 3 is opened under any circumstances; refer to Figure 11 The transition force transmission member 4 is arranged below the temporary hoop 3 and is clamped and fixed with the vertical pole. A circular platform 1 (4-1) is arranged on the upper part to support the temporary hoop 3 and provide an opening platform for the temporary hoop 3. A circular platform 2 (4-2) is arranged on the lower part to contact with the pin on the disc fastener on the lower vertical pole to form support; the disc fastener is a well-known technology in the field and will not be described in detail.
[0038] The vertical rod anti-jamming member 5 is divided into a large inclined surface section and a variable cross-section section, with staggered slits up and down as a whole, and the sharp corners are rounded. The variable cross-section section is inserted into the vertical rod to prevent the threaded sleeve from scraping the outer edge of the vertical rod during up and down vibration, resulting in jamming. The overall height of the vertical vibration damping device for high and large formwork support of the present invention needs to be designed according to the requirement in the standard "Safety Technical Standard for Socketed Steel Pipe Scaffolds with Disc Couplers for Building Construction" (JGJ / T 231-2021) that "the cantilever length of the adjustable prop of the support frame extending from the center line of the top horizontal rod or double-channel supporting beam should not exceed 650 mm". Therefore, the prerequisite for its use is that the distance from the top disc to the top of the vertical rod is 450 mm ± 10 mm, and the 10 mm error can be eliminated by adjusting the overlapping section length of the spring support adjusting pipe 2-5. To ensure safety, within 100 mm from the top of the vertical rod to the design elevation, it can be adjusted by the adjustable base at the bottom of the vertical rod. At this time, any state of using this device meets the requirement that the cantilever length of the adjustable prop of the support frame extending from the top horizontal rod should not exceed 650 mm.
[0039] Embodiment 2 For the vertical vibration damping device for high and large formwork support of the present invention, its specific installation and use are carried out in two steps according to different working conditions: 1. Before concrete pouring Before pouring concrete, install this device. The specific installation steps are as follows: 1. Install the transition force transfer member 4 on the vertical rod and place it on the disc coupler pin of the disc buckle; 2. Install the temporary hoop 3 on the transition force transfer member 4;
[0040] ①Pre-assemble the upper and lower ear plates 3-2-4, 3-2-5, the sliding connection plate 3-2-2 and the bearing connection plate 3-2-3 on the tight hoop fastener 3-2. The installation of the bearing connection plate 3-2-3 includes inserting the ball 3-2-3-3, injecting oil, and installing the small sealing plate 3-2-3-2; ②Place the tight hoop fastener 3-2 on the transition force transmission member 4 and sleeve it outside the vertical pole; ③Install the spring buckle 3-1-2, the pull wire bushing 3-1-3, the nut bushing 3-1-4 and the check pin 3-1-5 in the box body 3-1-1-1 of the pull wire switch 3-1 in sequence. Install the ball fixing part 3-1-6 on the inner side of the cover 3-1-1-8, cover the cover 3-1-1-8, and insert the bolt 3-1-7 to fix the cover 3-1-1-8; ④Pass the hexagonal nut section 3-3-5-2 of the hexagonal long nut part 3-3-5 through the pull wire switch 3-1 and fix the pull wire switch 3-1 between the upper and lower ear plates 3-2-4, 3-2-5 of the tight hoop fastener 3-2; ⑤Pass the long screw rod 3-3-4 through the sliding connection plate 3-2-2 and the bearing connection plate 3-2-3 in sequence, and then screw the long screw rod 3-3-4 into the hexagonal long nut part 3-3-5 until the flat end of the arc surface stop piece 3-3-4-2 on the long screw rod 3-3-4 contacts the bearing connection plate 3-2-3; ⑥Insert the special-shaped nut two 3-3-3 into the long screw rod 3-3-4 from the end close to the sliding connection plate 3-2-2; ⑦Slip the lower threaded pipe 2-5-2 of the spring support adjusting pipe 2-5 onto the vertical pole from above until the upper surface of the inclined plane ring on the outer wall of the lower threaded pipe 2-5-2 is lower than the lower surface of the inner wall limit step of the tight hoop fastener 3-2. Tighten the special-shaped nut 2 (3-3-3) to fix the tight hoop fastener 3-2 on the vertical pole. Align the screw hole 2-5-2-1 of the lower threaded pipe 2-5-2 of the spring support adjusting pipe 2-5 and the upper hole 3-2-1-1 of the temporary collar 3, and use the tightening bolt 3-2-9 to fix the two on the vertical pole;
[0041] ⑧Threadedly connect the annular connecting piece 3-3-2-1 of the delay spring piece 3-3-2 to the connecting ring 3-2-2-1 of the sliding connecting plate 3-2-2 to fix the delay spring piece 3-3-2; ⑨Screw the special-shaped nut 3-3-1 onto the long screw 3-3-4 and compress the delay spring 3-3-2; ⑩Install the boosting spring piece 3-3-6 on the cover 3-1-1-8 of the pull wire switch 3-1, slip the boosting spring piece 3-3-6 onto the long screw 3-3-4, turn the compression bolt 3-3-7 until the third connecting piece 3-3-6-2 contacts the switch box connecting ring 3-1-1-9, screw in the screw 3-3-6-3 on the side of the third connecting piece 3-3-6-2 to fix it, and then turn the compression bolt 3-3-7 in the opposite direction to make the compression ring 3-3-6-1 pre-tension the boosting spring piece 3-3-6; 3. Screw the upper threaded pipe 2-5-1 onto the lower threaded pipe 2-5-2 of the spring support adjusting pipe 2-5, stop as soon as the threads just mesh, leaving enough adjustment space, and insert the anti-jamming part 5 for the vertical rod at the top of the vertical rod; 4. Slip the threaded sleeve 2-1 over the vertical rod, align the holes at the lower end of the threaded sleeve 2-1 with the holes 2-5-1-2-1 of the upper threaded pipe 2-5-1 on the spring support adjusting pipe 2-5, insert the top screw bolt 2-5-1-4 to connect and fix, and do not tighten it on the vertical rod for the time being. Rotate the upper threaded pipe 2-5-1 to adjust the threaded overlapping length until the step formed by the large and small hole sections of the threaded sleeve 2-1 is set on the anti-jamming part 5 at the top of the vertical rod; 5. Tighten the top bolt 2-5-1-4 in the threaded hole of the upper threaded pipe 2-5-1 of the spring support adjusting pipe 2-5 so that the upper threaded pipe 2-5-1, the threaded sleeve 2-1 and the vertical rod are fixed; 6. Slip the damping spring 2-4 over the threaded sleeve 2-1, and use the screw 2-4-5 to connect the lower connecting ring 2-4-3 of the spring to the second connecting pipe 2-5-1-1 on the upper threaded pipe 2-5-1; 7. Manufacture the double-direction thrust ball bearing 2-3: evenly insert the balls 2-3-3 into the ball grooves 2-3-2, embed the ball grooves 2-3-2 into the ball groove fixing holes 2-3-1-2 and 2-3-5-2 of the upper and lower race rings 2-3-1 and 2-3-5, stack and align the bolt holes in the order of the upper race ring 2-3-1, the clamping plate 2-3-4, and the lower race ring 2-3-5, and screw in the screw 2-3-7 and the nut 2-3-8 to connect them into a whole; 8. Slip the double-direction thrust ball bearing 2-3 over the threaded sleeve 2-1, and use the screw 2-4-4 to connect the upper connecting ring 2-4-1 of the damping spring 2-4 to the first connecting pipe 2-3-6 of the double-direction thrust ball bearing 2-3; 9. Weld the vertical extension sleeve 2-2-2 and the annular wing plate 2-2-3 at the bottom of the hand-operated nut 2-2-1 to form a whole. Screw the multi-functional hand-operated nut 2-2 onto the threaded sleeve 2-1 so that the balls 2-3-3 of the double-direction thrust ball bearing 2-3 are in the annular track on the lower surface of the hand-operated nut 2-2-1, align the annular track on the upper surface of the sealing bottom plate 2-2-4 and the balls 2-3-3, install the sealing bottom plate 2-2-4, and screw in the top screw 2-2-7 in the side threaded hole of the hand-operated nut 2-2-1;10. Screw the U-shaped support 1 into the threaded sleeve 2-1. Remove the tightening bolt 2-5-1-4 in the threaded hole of the threaded pipe 2-5-1 on the spring support adjusting pipe 2-2. Turn the multi-functional wrench nut 2-2 to adjust the length of the overhanging section of the U-shaped support 1 to the design elevation. This is state one. 11. Remove the side tightening screw 2-2-7 of the wrench nut 2-2-1. Tighten the tightening bolt 2-5-1-4 in the threaded hole of the threaded pipe 2-5-1 on the spring support adjusting pipe 2-5 to fix the upper threaded pipe 2-5-1, the threaded sleeve 2-1 and the vertical rod. Referring to the scale (2-1-3) on the side of the threaded sleeve 2-1, turn the multi-functional wrench nut 2-2 to press down the damping spring 2-4 to the preset spring compression position. 12. Remove the tightening bolt 2-5-1-4 in the threaded hole of the threaded pipe 2-5-1 on the spring support adjusting pipe 2-5. At this time, the multi-functional wrench nut 2-2, the threaded sleeve 2-1 and the U-shaped support 1 move upward under the action of the spring, and the top plate of the U-shaped support 1 exceeds the preset compression amount of the design elevation. 13. Remove the tightening bolt 3-2-9 in the threaded hole 2-5-2-1 of the lower threaded pipe 2-5-2 of the spring support adjusting pipe 2-5, and start pouring the floor concrete. This is state two.
[0042] II. After the concrete is poured, since the preset compression amount of the damping spring 2-4 takes into account the amplification factor, after the concrete is poured, the actual compression amount of the damping spring 2-4 is less than the preset compression amount. At this time, the formwork elevation is greater than the design elevation, the inner step of the threaded sleeve 2-1 still does not contact the vertical rod anti-catching part 5 at the top of the vertical rod, and the U-shaped support 1 is not fully retracted. This is state three.
[0043] The operator hooks the pull switch 3-1 at the bottom of the scaffold with a hook and pulls the pull switch 3-1 to make the temporary ferrule 3 open and not fall off. The spring support adjusting pipe 2-5 automatically drops due to gravity, so that all parts above the transition force transmission part 4 fall, making the step formed by the large and small hole sections of the threaded sleeve 2-1 contact the vertical rod anti-catching part 5 at the top of the vertical rod, and the damping spring 2-4 returns to the relaxed state, realizing the elevation return. This is state four.
[0044] When the device is installed, after the inner step of the threaded sleeve 2-1 contacts the vertical rod anti-catching part 5, the exposed length of the screw rod is adjusted through the multi-functional wrench nut 2-2, so that the top of the U-shaped plate reaches the design elevation; then remove the side tightening screw of the wrench nut 2-2-1, disconnect the connection between the wrench nut 2-2-1 and the threaded sleeve 2-1, and turn the multi-functional wrench nut 2-2 to compress the spring, and the preset compression amount of the damping spring 2-4 can be adjusted. The preset compression amount can be calculated according to different plate thicknesses and considering the amplification factor. The accurate positioning of the preloading position is realized through the scale (2-1-3) groove on the side wall of the threaded sleeve 2-1. At this time, the top plate of the U-shaped support 1 is higher than the design elevation, and the height difference is the preset compression amount of the damping spring 2-4. At this time, pouring concrete can reduce the vertical kinetic energy through the elastic action of the spring.
[0045] The process of presetting the compression amount of the spring in the present invention is as follows: The load g1 acting on a single vertical rod of the support frame includes the self-weights of components such as formwork and small joists; the load g2 acting on a single vertical rod of the support frame includes the self-weights of steel bars and concrete, as well as the self-weights of components such as steel members and in-situ concrete; the variable load q1 on a single vertical rod of the support frame includes the construction workers, construction equipment, and the stacking load of concrete materials exceeding the thickness of the poured component acting on the formwork surface at the top of the support frame structure; considering the dynamic amplification factor of 1.2, the total load G borne on a single vertical rod is: G = 1.2×[1.3×(g 1 +g 2 ) + 1.5×q 1
[0046] According to the spring elastic coefficient k, considering the spring elastic redundancy amplification factor of 1.2, the preset compression amount L of the spring can be obtained as: L = 1.2×G / k
[0047] In order to ensure that the inner step of the threaded sleeve 2-1 does not collide with the vertical rod anti-catching member 5 during the vibration reduction process of the device, the calculation of the preset compression amount of the vibration reduction spring 2-4 takes into account the double amplification factors of dynamics and elastic redundancy. This means that during and after the concrete pouring, the actual compression amount of the vibration reduction spring 2-4 is less than the pre-compression amount, that is, the inner step of the threaded sleeve 2-1 is always higher than the top of the vertical rod anti-catching member 5, the formwork elevation is always greater than the design elevation, and the U-shaped support 1 does not fully return to its position after the concrete pouring. The temporary hoop 3 provided in this device can achieve elevation return. The specific principle is as follows: In the temporary hoop 3, a pull wire switch 3-1 is used to control the opening of the anti-catching fastener 3-3. When a pulling force is applied to the pull rope, the cantilever bending spring column 3-1-3-1 abuts against the tooth part on the convex platform 3-1-4-2 of the anti-rotation gear, thereby driving the nut bushing 3-1-4 to rotate in the same direction, realizing the rotation of the nut 3-3-5; when the pulling force is removed, due to the action of the spring, the pull wire bushing 3-1-3 rotates reversely. At this time, since the check pin 3-1-5 abuts against the nut bushing 3-1-4, the nut bushing 3-1-4 and the nut 3-3-5 will not be driven to rotate in the same direction; when the pull rope is pulled again, the nut 3-3-5 continues to rotate with it, and when the pull rope is relaxed, the nut 3-3-5 does not rotate with it. Repeating this process achieves the effect of loosening the nut 3-3-5 by pulling the wire.
[0048] Since the pull wire switch 3-1 is fixed, the hexagonal long nut part 3-3-5 only rotates in place. The hexagonal hole of the bearing connecting plate 3-2-3 ensures that the long screw 3-3-4 cannot rotate with it. Instead, the long screw 3-3-4 moves axially. The bearing connecting plate 3-2-3 enables the long screw 3-3-4 to move axially without friction, and the pre-tension of the booster spring part makes it even more labor-saving for the long screw 3-3-4 to move axially. During installation, the spring part is in a pre-compressed state. When the long screw 3-3-4 moves axially, due to the spring pre-tightening force, the sliding connecting plate 3-2-2 is still in place and the fastening clip 3-2 has not been opened. As the pull wire switch 3-1 is continuously pulled, the long screw 3-3-4 continues to move backward, the spring resumes more and more, and the spring effect becomes smaller and smaller until the arc surface of the arc-shaped baffle of the long screw 3-3-4 contacts the sliding connecting plate 3-2-2. At this time, the fastening clip 3-2 is opened. The horizontal elliptical hole provided on the sliding connecting plate 3-2-2 of the fastening clip 3-2 provides space for the horizontal displacement of the long screw 3-3-4. At this time, the spring support adjusting pipe 2-5 and its upper part as a whole drop, causing the inner step of the threaded sleeve 2-1 to contact the top of the vertical rod anti-catching part 5, realizing the reset of the design elevation of the top support plate of the U-shaped support 1. This design uses the spring to delay the release time of the fastening clip 3-2, avoiding the situation where the spring support adjusting pipe 2-5 and its upper part as a whole drop instantly when the pull wire switch 3-1 is opened, and preventing the long section of the spring support adjusting pipe 2-5 from getting stuck when dropping in the fastening clip 3-2 due to the incomplete opening of the fastening clip 3-2, realizing that the fastening clip 3-2 provides enough dropping space for the spring support pipe, so as to fully restore the original elevation.
[0049] In a tall formwork support vertical vibration reduction device of the present invention, the vibration reduction spring 2-4 reduces the vertical kinetic energy transmitted during concrete pouring, achieving a vibration reduction effect, reducing the potential safety hazards caused by the direct impact of vertical dynamic loads on the formwork support, and improving the safety and reliability of concrete construction of the tall formwork support. At the same time, when multiple vertical vibration reduction devices are used, the single-point large impact load within the range of using this device is borne by multiple vertical vibration reduction devices within this range, avoiding the risk of local instability and overall collapse caused by excessive local impact pressure on a single vertical rod at the corresponding position of the formwork support due to local impact loads during concrete pouring. The adjustment of the preset compression amount enables this device to provide a relatively accurate spring vibration reduction effect under different slab thickness loads, enhancing the applicability of this device. By using the pull wire switch 3-1, the operator does not need to climb the support frame multiple times, but only needs to pull the pull rope at the bottom of the frame to open the temporary hoop 3, thus realizing the elevation return of the U-shaped support plate. After the temporary hoop 3 is opened, it still remains on the circular platform 1 of the bottom transition force transmission part and will not fall, providing safety protection. The design of the delay switch of the temporary hoop 3 prevents the spring support adjusting pipe 2-5 from getting stuck when dropping in the fastening clip 3-2.
[0050] The above has introduced in detail a vertical vibration damping device for a high and large formwork support. Specific examples are used in this article to elaborate on the principle and implementation manner of the present invention. The description of the above embodiments is only used to help understand the method and its core idea of the present invention. It should be noted that for those of ordinary skill in the art, without departing from the principle of the present invention, several improvements and modifications can be made to the present invention, and these improvements and modifications also fall within the protection scope of the claims of the present invention.
Claims
1. A vertical vibration reduction device for a tall formwork frame, characterized in that: It comprises a vertical pole, a U-shaped support (1), a vertical vibration reduction assembly (2), a vertical pole anti-stuck component (5), a temporary hoop (3) and a transition force transmission component (4); The vertical vibration reduction assembly (2) comprises a threaded sleeve (2-1), a multifunctional hand-operated nut (2-2), a vibration reduction spring (2-4) and a spring support adjustment tube (2-5); The threaded sleeve (2-1) is divided into a small hole section and a large hole section. The inner wall of the small hole section is provided with a thread for connecting with the screw rod of the U-shaped support (1). The inner diameter of the large hole section is larger than the outer diameter of the vertical pole, so as to facilitate the insertion of the vertical pole. The large and small hole sections form steps inside, and the steps are in contact with the top of the vertical pole to form a force transmission support. The threaded sleeve (2-1) is externally threaded with the multifunctional lever nut (2-2), and the lower part of the threaded sleeve (2-1) is connected to the upper end of the spring support adjustment tube (2-5); the upper end of the damping spring (2-4) is connected to the multifunctional lever nut (2-2), and the lower end is connected to the spring support adjustment tube (2-5); A step support spring supporting the adjusting tube (2-5) is arranged inside the temporary hoop (3); the transition force transmission member (4) is arranged below the temporary hoop (3) and is clamped and fixed to the vertical pole; a circular platform 1 (4-1) is arranged at the top to support the temporary hoop (3) and provide an opening platform for the temporary hoop (3); a circular platform 2 (4-2) is arranged at the bottom to contact with a pin on a disc fastener on the vertical pole below to form support; The vertical pole anti-stuck component (5) is divided into a large slope section and a variable cross-section section, with staggered slits up and down as a whole, and rounded corners. The variable cross-section section is inserted into the vertical pole to prevent the threaded sleeve from scraping the outer edge of the vertical pole when vibrating up and down.
2. A vertical vibration reduction device for a tall formwork frame according to claim 1, characterized in that: The spring support adjustment tube (2-5) comprises an upper threaded tube (2-5-1) and a lower threaded tube (2-5-2); a second connecting tube (2-5-1-1) is arranged on the top of the upper threaded tube (2-5-1); screw holes (2-5-1-1-1) are arranged at intervals on the second connecting tube (2-5-1-1); the screw holes (2-5-1-1-1) are connected to the upper damping spring (2-4); a hole (2-5-1-2-1) is provided on the side of the large-section section of the upper threaded tube (2-5-1) and is connected to the threaded sleeve (2-1) via a tightening bolt (2-5-1-4); and a step is provided on the upper inner wall of the small-section section (2-5-1-3) of the upper threaded tube (2-5-1) to support the threaded sleeve (2-1).
3. A vertical vibration reduction device for a tall formwork frame according to claim 2, characterized in that: The multifunctional lever nut (2-2) comprises a lever nut (2-2-1), and two threaded holes (2-2-1-1) are provided on the side of the lever nut (2-2-1) facing each other; holes are provided on the upper and lower ends of the threaded sleeve (2-1) facing each other, and the hole (2-1-1) at the upper end is aligned with the threaded hole (2-2-1-1) on the side of the lever nut (2-2-1) and fixed by bolts (2-2-7); the hole (2-1-2) at the lower end is aligned with the hole (2-5-1-2-1) on the side of the large cross-section portion of the spring support adjustment tube (2-5) and fixed by tightening bolts (2-5-1-4); a scale (2-1-3) is provided on the side of the threaded sleeve (2-1) along the height direction, and the bottom of the threaded sleeve (2-1) is placed on the variable cross-section step inside the spring support adjustment tube (2-5).
4. A vertical vibration reduction device for a tall formwork frame according to claim 3, characterized in that: The multifunctional hand-operated nut (2-2) also includes a vertically extending sleeve (2-2-2), an annular wing plate (2-2-3) and a bottom sealing plate (2-2-4); A vertically extending sleeve (2-2-2) is arranged on the bottom surface of the hand nut (2-2-1), and the threaded hole (2-2-1-1) corresponds to the upper hole (2-1-1) of the threaded sleeve (2-1), and they are fixedly connected by bolts (2-2-7); The bottom of the vertically extending sleeve (2-2-2) is formed into an annular wing plate (2-2-3); a bottom cover plate (2-2-4) is arranged at the bottom of the annular wing plate (2-2-3) to be fixed thereto; the annular wing plate (2-2-3) is provided with holes (2-2-3-1) at corresponding hole positions of the bottom cover plate (2-2-4) and is connected and fixed by screws (2-2-5) and nuts (2-2-6); annular tracks are arranged on the lower surface of the hand-operated nut (2-2-1) and the upper surface of the bottom cover plate (2-2-4).
5. A vertical vibration reduction device for a tall formwork frame according to claim 4, characterized in that: A bidirectional thrust ball bearing (2-3) is provided between the vibration-damping spring (2-4) and the multifunctional hand-operated nut (2-2); The bidirectional thrust ball bearing (2-3) comprises an upper shaft ring (2-3-1), a clamping plate (2-3-4), a lower shaft ring (2-3-5), a ball groove and a ball; the upper shaft ring (2-3-1) and the lower shaft ring (2-3-5) respectively have ball groove fixing holes and through bolt holes equidistantly vertically arranged on their lower and upper surfaces along the circumference; the clamping plate (2-3-4) is located between the upper shaft ring (2-3-1) and the lower shaft ring (2-3-5), and has holes (2-3-4-1) arranged at positions corresponding to the bolt holes of the upper shaft ring (2-3-1) and the lower shaft ring (2-3-5); A connecting pipe (2-3-6) is arranged below the lower shaft ring (2-3-5), and four bolt holes (2-3-6-1) are opened at equal intervals along the circumference; three fixing plates are arranged around the ball groove (2-3-2); the ball (2-3-3) is inserted into the ball groove (2-3-2); the ball groove (2-3-2) is embedded in the fixing hole (2-3-1-2) of the upper shaft ring (2-3-1), and the upper shaft ring (2-3-1), the clamping plate (2-3-4) and the lower shaft ring (2-3-5) are clamped by bolts (2-3-7) and nuts (2-3-8) to form a whole; the upper shaft ring (2-3-1), the lower shaft ring (2-3-5) and the ball (2-3-3) are respectively clamped in the lower surface of the hand nut (2-2-1) and the annular track on the upper surface of the bottom plate (2-2-4).
6. A vertical vibration reduction device for a tall formwork frame according to claim 5, characterized in that: The damping spring (2-4) comprises an upper connecting ring (2-4-1), a lower connecting ring (2-4-3) and a vertical spring (2-4-2); the upper connecting ring (2-4-1), the lower connecting ring (2-4-3) and the vertical spring (2-4-2) are fixedly connected; holes (2-4-1-1) are evenly spaced around the upper connecting ring (2-4-1), and the upper connecting ring (2-4-1) is connected to a connecting pipe (2-3-6) of a lower shaft ring (2-3-5) of a bidirectional thrust ball bearing (2-3) via screws (2-4-4); holes (2-4-3-1) are evenly spaced around the lower connecting ring (2-4-3), and the lower connecting ring (2-4-3) is connected to screw holes (2-5-1-1-1) of a spring support adjustment tube (2-5) at its bottom via screws (2-4-5); the damping spring (2-4) is wrapped as a whole with rubber (2-4-6).
7. A vertical vibration reduction device for a tall formwork frame according to claim 1, characterized in that: The temporary hoop (3) comprises a pull-wire switch (3-1), a tightening fastener (3-2) and an anti-stuck fastener (3-3); the temporary hoop (3) is opened by the pull-wire switch (3-1).
Citation Information
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