Movable folding scaffold for tunnel
By designing the tunnel mobile folding scaffolding and using scissors-type telescopic frames and automatic lifting platform components, the existing double-layer scaffolding space occupied and low construction efficiency are solved, and more efficient tunnel construction is achieved.
Patent Information
- Application Number
- CN202510429573.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-04-08
- Publication Date
- 2025-05-06
- Estimated Expiration
- Not applicable · inactive patent
AI Technical Summary
The space occupancy rate of double-layer scaffolding for existing tunnel construction is large, resulting in low construction efficiency and cumbersome dismantling and transfer processes.
A tunnel mobile folding scaffolding is designed, using scissors-type telescopic frame and automatic lifting platform components, which can fold and stretch the scaffolding by adjusting the base and driving motor, simplifying the transport and construction process.
It improves the efficiency of tunnel construction, reduces the dismantling and construction time of scaffolding between different construction locations, and reduces construction costs.
Smart Images

Figure CN119933340A_ABST
Abstract
Description
Technical Field
[0001] The present application relates to the technical field of scaffolding, and in particular to a tunnel movable folding scaffolding. Background Art
[0002] Scaffolding is a working platform set up to ensure the smooth progress of the construction process; scaffolding mainly includes pole scaffolding, bridge scaffolding, portal scaffolding, suspended scaffolding, hanging scaffolding, cantilever scaffolding and climbing scaffolding; in the process of mountain highway construction, in order to reduce highway detours and shorten the distance between two places, it is necessary to excavate a tunnel on the mountain. After the tunnel excavation is completed, the workers use the scaffolding to construct the inside of the tunnel.
[0003] The double-layer scaffolding for tunnel construction in the prior art includes a supporting frame, columns, guide sleeves and a limiting assembly, wherein the supporting frame surrounds a rectangular area; four columns are respectively arranged at the four corners of the supporting frame; a plurality of guide sleeves are divided into four groups and are connected to each column at intervals; the limiting assembly is rotatably arranged on the left and right sides of the guide sleeve, and the limiting assembly includes a connecting frame, a guide gear, a clamping wheel, a switching sleeve and a center column, the connecting frame is rotatably arranged on the guide sleeve, the guide gear is fixedly arranged on the connecting frame, the guide gears corresponding to the two limiting assemblies on the left and right sides of the guide sleeve are meshed with each other, the center column is arranged between the two inner side surfaces of the connecting frame, a first eccentric hole is opened on the switching sleeve, the center column is movably connected in the first eccentric hole, a second eccentric hole is opened on the clamping wheel, and the switching sleeve is movably connected in the second eccentric hole; the switching sleeve and the guide gear can rotate synchronously and move relatively.
[0004] When the above-mentioned double-layer scaffolding for tunnel construction is in use, due to the large space occupancy rate of the double-layer scaffolding, workers often dismantle the double-layer scaffolding after the construction is completed, and then transport the disassembled double-layer scaffolding components to a new construction site for reconstruction, which affects the construction efficiency of the tunnel. Summary of the invention
[0005] In order to improve the construction efficiency of tunnels, the present application provides a tunnel movable folding scaffold.
[0006] The present application provides a tunnel movable folding scaffolding, which adopts the following technical solution: A tunnel movable folding scaffold comprises two groups of scaffold units and a transverse adjustment mechanism; the two groups of scaffold units are symmetrically distributed about the transverse adjustment mechanism; The scaffolding unit comprises an adjustable base, a scissor-type telescopic frame and a plurality of platform components; The scissor-type telescopic frame includes two adjustment rods and multiple groups of hinged parts; A plurality of groups of hinged parts are connected in sequence from high to low, and the hinged parts include a hinge shaft, a first hinge rod and a second hinge rod. The first hinge rod and the second hinge rod in the same group of hinged parts are cross-distributed, and the first hinge rod and the second hinge rod are hinged through the hinge shaft. The two first hinge rods or the two second hinge rods on two adjacent groups of hinged parts are rotatably connected through a rotating shaft, and the first hinge rod and the second hinge rod in the lowest hinged part are rotatably connected to the adjusting rod respectively. The two adjusting rods are respectively mounted on the adjusting base, the adjusting rods on the two adjusting bases are arranged in parallel, and the adjusting base is used to drive the two adjusting rods to move closer to or away from each other; The plurality of groups of platform components are distributed along the height direction of the scissor-type telescopic frames, and the platform components are installed on the sides of the two groups of scissor-type telescopic frames away from each other; The lateral adjustment mechanism connects two groups of scaffolding units.
[0007] By adopting the above technical scheme, during the use of the tunnel mobile folding scaffold, the tunnel mobile folding scaffold is first transported to the construction site, and then the adjustment base is adjusted so that the two adjustment rods are close to each other, and the two adjustment rods drive the first hinged rod connected to the adjustment rod and the second hinged rod connected to the adjustment rod to be close to each other, the first hinged rod drives the first hinged rod in an adjacent group of hinged parts to move, the second hinged rod drives the second hinged rod in an adjacent group of hinged parts to move, and then drives the first hinged rod and the second hinged rod in the remaining hinged parts to move, so that the end of the first hinged rod and the end of the second hinged rod in the same group are close to each other, so as to realize the stretching of the scissors-type telescopic frame. At the same time, it drives the platform assembly to rise, so that the platform assembly rises to the required height, and then the workers construct the tunnel construction site through the platform assembly. After the tunnel construction is completed, the adjustment base is adjusted to make the two adjustment rods move away from each other. The two adjustment rods drive the end of the first hinged rod and the end of the second hinged rod in the same group to move away from each other, thereby realizing the compression of the scissor-type telescopic frame, and then realizing the descent of the platform assembly, so that the tunnel mobile folding scaffolding is folded; the designed tunnel mobile folding scaffolding can facilitate the folding of the scaffolding unit through the scissor-type telescopic frame, realize the automatic lifting of the platform assembly, avoid the tunnel mobile folding scaffolding being transported to a new construction site for reconstruction, and improve the construction efficiency of the tunnel.
[0008] Optionally, the adjustment base includes a half-thread screw, a drive motor and two seat plates; The two adjusting rods are respectively mounted on the seat plate; The half-thread screw is arranged to penetrate the two seat plates, and the threaded section of the half-thread screw is threadedly connected to one of the seat plates, and the smooth section of the half-thread screw is rotatably connected to the other seat plate, and the half-thread screw is located below the seat plates; The driving motor is mounted on one of the seat plates, and the output shaft of the driving motor is coaxially connected with the half-thread screw.
[0009] By adopting the above technical solution, the driving motor is adjusted, and the output shaft of the driving motor drives the half-thread screw to rotate. Since the threaded section of the half-thread screw is threadedly connected to the seat plate, the half-thread screw drives the two seat plates to move away or closer, and the seat plate drives the adjusting rod to move synchronously, so that the two adjusting rods in the same group of scaffolding units are moved closer or farther away; the designed adjustment base is convenient for adjusting the distance between the two adjusting rods, so as to realize the folding or stretching of the scissor-type telescopic frame, and then realize the folding or stretching of the tunnel mobile folding scaffolding.
[0010] Optionally, the platform assembly includes a platform frame plate, a limit block and a guide slide block; The two opposite side walls of the platform frame are provided with guide grooves for the guide slider to slide, and the guide grooves are arranged along the length direction of the platform frame; One of the rotation axes connecting the two first hinged rods or the two second hinged rods in two adjacent groups of hinged members is rotationally connected to the limit block, and the limit block is detachably fixedly connected to the platform frame plate; The other rotating shaft connecting the two first hinged rods or the two second hinged rods in two adjacent groups of hinged members is rotatably connected to the guide sliding block.
[0011] By adopting the above technical solution, the platform component is designed, through the limit blocks and the guide sliding blocks, so that the platform frame plate always remains in a horizontal state during the adjustment state of the scissor-type telescopic frame, thereby facilitating the workers to construct the tunnel.
[0012] Optionally, the platform assembly further includes a transverse frame plate, two diagonal braces, two sliding blocks and two driving cylinders; The transverse frame plate is rotatably connected to one end of the platform frame plate away from the scissor-type telescopic frame; The transverse frame plate is rotatably connected to the diagonal brace rod, and one end of the diagonal brace rod away from the transverse frame plate is rotatably connected to the sliding block. A sliding groove for sliding the sliding block is provided on the top wall of the platform frame plate, and the length direction of the sliding groove is parallel to the length direction of the guide slide groove; The driving cylinder is installed on the platform frame plate, and the axial direction of the piston rod of the driving cylinder is parallel to the length direction of the sliding groove, and the piston rod of the driving cylinder is connected to the sliding block.
[0013] By adopting the above technical solution, the driving cylinder is adjusted, and the piston rod of the driving cylinder drives the sliding block to slide along the sliding groove, the sliding block drives the diagonal support rod to move, and the diagonal support rod drives the cross frame plate to rotate, so that the cross frame plate rotates from a horizontal state to a vertical state, thereby ensuring that the workers on the platform frame plate are protected during the tunnel construction process; the designed platform assembly is convenient for the construction of the tunnel, and at the same time, it is convenient to protect the workers on the platform frame plate.
[0014] Optionally, the lateral adjustment mechanism includes a lateral telescopic platform and two sets of adapter joints; The adapter joint is rotatably connected to the uppermost platform frame plate, and two sets of adapter joints are respectively located on the sides of the two platform frame plates close to each other; The transverse telescopic platform includes a middle supporting part and two sliding parts, the two sliding parts are symmetrically distributed on both sides of the middle supporting part, and the sliding parts are slidingly connected to the middle supporting part, and one end of the sliding part away from the middle supporting part is detachably fixedly connected to the adapter joint.
[0015] By adopting the above technical solution, the designed lateral adjustment mechanism is convenient for adjusting the distance between the two groups of scaffolding units, thereby facilitating the construction of tunnels of different widths; at the same time, through the rotational connection between the sliding part and the platform frame plate, one group of scaffolding units in the tunnel mobile folding scaffolding can be folded or raised and lowered, or two groups of scaffolding units can be folded or raised and lowered synchronously.
[0016] Optionally, the lateral adjustment mechanism also includes multiple groups of double-headed cylinders, which are distributed along the height direction of the scissors-type telescopic frame, and the piston rods of the double-headed cylinders are detachably and rotatably connected to the platform frame plates in the two scaffolding units at one end close to each other.
[0017] By adopting the above technical solution, the double-headed cylinder is adjusted, and the piston rod of the double-headed cylinder applies force to the platform frame plate respectively, so that the two platform frame plates move away from or approach each other, and the platform frame plate applies force to the sliding part, so that the sliding part slides along the middle supporting part, thereby stretching or contracting the transverse telescopic platform; the designed double-headed cylinder is convenient for applying force to the scaffolding unit, so that the two scaffolding units move closer to or away from each other, so as to facilitate the construction of tunnels of different widths, and at the same time, it is convenient for the folding or lifting of the single-side scaffolding unit in the tunnel mobile folding scaffold, or the synchronous folding or lifting of the scaffolding units on both sides of the tunnel mobile folding scaffold.
[0018] Optionally, a telescopic rod is commonly connected to the hinged parts at the top of the two groups of scissor-type telescopic frames, and the telescopic rod is detachably rotatably connected to the hinged parts.
[0019] By adopting the above technical solution, the telescopic rod is designed to improve the connection performance of the two sets of scissor-type telescopic frames. At the same time, it is convenient to cooperate with the single-side scaffolding unit to realize the folding or lifting of the single-side scaffolding unit in the tunnel mobile folding scaffolding and the synchronous folding or lifting of the scaffolding units on both sides.
[0020] Optionally, a plurality of sets of universal casters are installed on the bottom wall of the seat plate.
[0021] By adopting the above technical solution, the designed universal casters facilitate the transportation and movement of the mobile folding scaffolding in the tunnel.
[0022] Optionally, a reinforcing rod is rotatably connected to the hinge shaft, and a sliding block is rotatably connected to one end of the reinforcing rod away from the hinge shaft. A sliding groove for sliding the sliding block is provided on the bottom wall of the platform frame, and the length direction of the sliding groove is parallel to the length direction of the guide groove.
[0023] By adopting the above technical solution, the designed reinforcing rod is convenient for supporting the bottom of the platform frame and improving the supporting strength of the platform frame.
[0024] In summary, the present application includes at least one of the following beneficial technical effects: 1. The designed tunnel mobile folding scaffolding is easy to fold the scaffolding unit through the scissor-type telescopic frame, realizing the automatic lifting of the platform components, avoiding the need to transport the tunnel mobile folding scaffolding to a new construction site for re-building, and improving the construction efficiency of the tunnel; 2. The designed tunnel mobile folding scaffold can adjust the distance between two groups of scaffolding units through a lateral adjustment mechanism, thereby facilitating the construction of tunnels of different widths; at the same time, through the rotation connection between the sliding part and the platform frame plate, one group of scaffolding units in the tunnel mobile folding scaffold can be folded or raised or lowered, or two groups of scaffolding units can be folded or raised synchronously. BRIEF DESCRIPTION OF THE DRAWINGS
[0025] Figure 1 This is a schematic diagram of the overall structure of the tunnel movable folding scaffolding in Example 1 of the present application; Figure 2 yes Figure 1 A magnified schematic diagram of part A; Figure 3 yes Figure 1 A magnified schematic diagram of part B; Figure 4 It is a cross-sectional view of the mobile folding scaffolding in the tunnel of Example 1 of the present application, which is intended to illustrate the diagonal bracing rods; Figure 5 yes Figure 4 An enlarged schematic diagram of the C portion; Figure 6It is a cross-sectional view of the mobile folding scaffolding in the tunnel of Example 1 of the present application, which is intended to illustrate the reinforcing rod; Figure 7 yes Figure 6 An enlarged schematic diagram of the D portion; Figure 8 It is a cross-sectional view of the mobile folding scaffold in the tunnel of Example 1 of the present application, which is intended to illustrate the limit block; Fig. 9 yes Figure 8 Enlarged schematic diagram of part E of .
[0026] Description of reference numerals: 1. Scaffolding unit; 11. Adjustment base; 111. Seat plate; 112. Universal caster; 113. Driving motor; 114. Half-thread screw; 115. Joint ear; 12. Scissor-type telescopic frame; 121. Adjustment rod; 122. Articulated member; 1221. First articulated rod; 1222. Second articulated rod; 123. Articulated shaft; 124. Rotation shaft; 13. Platform assembly; 131. Platform frame ; 132. Limit block; 133. Guide groove; 134. Guide slide block; 135. Slide groove; 136. Drive cylinder; 137. Slide block; 138. Diagonal support rod; 139. Cross frame plate; 14. Reinforcing rod; 141. Slide groove; 142. Slide block; 2. Transverse adjustment mechanism; 21. Transverse telescopic platform; 211. Slide part; 212. Middle supporting part; 22. Double-head cylinder; 23. Telescopic rod; 24. Adapter joint. DETAILED DESCRIPTION
[0027] The following is combined with Figure 1-9 This application is described in further detail.
[0028] The embodiment of the present application discloses a tunnel movable folding scaffold.
[0029] Reference Figure 1 and Figure 2 A tunnel mobile folding scaffold comprises two groups of scaffolding units 1 and a transverse adjustment mechanism 2; the scaffolding units 1 in the present application can be folded or lifted to facilitate construction of different height parts of the tunnel; the two groups of scaffolding units 1 are symmetrically distributed about the transverse adjustment mechanism 2, and the transverse adjustment mechanism 2 connects the two groups of scaffolding units 1, and the transverse adjustment mechanism 2 is used to facilitate adjustment of the distance between the two groups of scaffolding units 1 to facilitate construction of tunnels of different widths.
[0030] Reference Figure 1 and Figure 2The scaffolding unit 1 includes an adjusting base 11, a scissor-type telescopic frame 12 and a plurality of platform components 13; the adjusting base 11 includes a half-thread screw 114, a driving motor 113 and two seat plates 111; the two seat plates 111 are located on the same horizontal plane, and a joint ear piece 115 is fixedly connected to the bottom wall of the seat plate 111; the half-thread screw 114 passes through the joint ear pieces 115 of the two seat plates 111, the threaded section of the half-thread screw 114 is threadedly connected to the joint ear piece 115 of one of the seat plates 111, the smooth section of the half-thread screw 114 is rotatably connected to the joint ear piece 115 of the other seat plate 111 in the same adjusting base 11, and the half-thread screw 114 is located below the seat plate 111; the driving motor 113 is installed on one of the seat plates 11 1, in this embodiment, the driving motor 113 is fixed to the bottom wall of the seat plate 111 by bolts, and the output shaft of the driving motor 113 is coaxially connected with the half-thread screw 114. In this embodiment, the output shaft of the driving motor 113 is connected with the half-thread screw 114 through a coupling; in addition, a plurality of sets of universal casters 112 are installed on the bottom wall of the seat plate 111. In this application, the universal casters 112 on each seat plate 111 can be two sets, three sets, or four sets, as long as the stable support of the seat plate 111 is achieved. In this embodiment, two sets of universal casters 112 are installed on the bottom wall of each seat plate 111, and the two sets of universal casters 112 are respectively arranged close to the opposite side walls of the seat plate 111, and the universal casters 112 are fixed to the seat plate 111 by bolts.
[0031] Reference Figure 1 and Figure 3The scissor-type telescopic frame 12 includes two adjusting rods 121 and multiple groups of hinges 122; the two adjusting rods 121 are respectively installed on the seat plate 111, and the two adjusting rods 121 are axially arranged in parallel. By adjusting the distance between the two seat plates 111, the distance between the two adjusting rods 121 is adjusted, so as to facilitate the two adjusting rods 121 to move closer to or farther away from each other; the multiple groups of hinges 122 are divided into two rows, and the two rows of hinges 122 are distributed along the axial direction of the adjusting rod 121, and the two rows of hinges 122 are arranged near the two ends of the adjusting rod 121, and each row of hinges 122 is provided with multiple groups. In the present application, the hinges 122 can be two groups, three groups, or four groups. As long as the construction of different heights of the tunnel side wall is realized, in the present embodiment, each group of scissor-type telescopic frames 12 is provided with three groups of hinges 122, and the three groups of hinges 122 are connected in sequence from high to low; the hinges 122 include The hinge shaft 123 includes a first hinge rod 1221 and a second hinge rod 1222. The first hinge rod 1221 and the second hinge rod 1222 in the same group of hinges 122 are cross-distributed, and the first hinge rod 1221 and the second hinge rod 1222 are hinged through the hinge shaft 123. The two first hinge rods 1221 or the two second hinge rods 1222 on two adjacent groups of hinges 122 are rotatably connected through the rotating shaft 124. In addition, the first hinge rod 1221 and the second hinge rod 1222 located in the lowermost hinge 122 are respectively sleeved on the adjusting rod 121, and the first hinge rod 1221 and the second hinge rod 1222 are rotatably connected with the adjusting rod 121, so that by adjusting the distance between the two adjusting rods 121, the ends of the first hinge rod 1221 and the second hinge rod 1222 in the same group of hinges 122 are moved closer or farther away, thereby realizing the folding and stretching of the scissor-type telescopic frame 12.
[0032] Reference Figure 4 and Figure 5 , multiple sets of platform components 13 are distributed along the height direction of the scissor-type telescopic frame 12, and the platform components 13 are installed on the side away from each other of the two sets of scissor-type telescopic frames 12; Figure 8 and Fig. 9The platform assembly 13 includes a platform frame 131, a limit block 132, a guide slider 134, a cross frame 139, two diagonal braces 138, two sliding blocks 137 and two driving cylinders 136. The two opposite side walls of the platform frame 131 are provided with guide grooves 133 for the guide slider 134 to slide, and the guide grooves 133 are arranged along the length direction of the platform frame 131; one of the rotating shafts 124 connecting the two first hinge rods 1221 or the two second hinge rods 1222 in the two adjacent groups of hinges 122 is rotatably connected to the limit block 132, and the limit block 132 is detachably fixedly connected to the platform frame 131, and the other rotating shaft 124 connecting the two first hinge rods 1221 or the two second hinge rods 1222 in the two adjacent groups of hinges 122 is rotatably connected to the guide slider 134, and the limit block 132 and the guide slider 134 are rotatably connected. The slider 134 is located on the same horizontal plane; the transverse frame plate 139 is rotatably connected to the end of the platform frame plate 131 away from the scissor-type telescopic frame 12, the transverse frame plate 139 is rotatably connected to the diagonal brace rod 138, and the end of the diagonal brace rod 138 away from the transverse frame plate 139 is rotatably connected to the sliding block 137, and a sliding groove 135 for sliding the sliding block 137 is provided on the top wall of the platform frame plate 131, and the length direction of the sliding groove 135 is parallel to the length direction of the guide groove 133; the driving cylinder 136 is installed on the platform frame plate 131, and the axial direction of the piston rod of the driving cylinder 136 is parallel to the length direction of the sliding groove 135, and the piston rod of the driving cylinder 136 is connected to the sliding block 137, so that the sliding block 137 can be driven by the driving cylinder 136 to slide along the sliding groove 135, so as to realize the angle adjustment between the transverse frame plate 139 and the platform frame plate 131.
[0033] Reference Figure 6 and Figure 7 In addition, a reinforcing rod 14 is rotatably connected to the hinge shaft 123, and a sliding block 142 is rotatably connected to one end of the reinforcing rod 14 away from the hinge shaft 123. A sliding groove 141 for the sliding block 142 to slide is provided on the bottom wall of the platform frame 131. The length direction of the sliding groove 141 is parallel to the length direction of the guide groove 133, so as to achieve stable support for the bottom of the platform frame 131.
[0034] Reference Figure 1The lateral adjustment mechanism 2 includes a lateral telescopic platform 21, two sets of adapter joints 24 and multiple sets of double-headed cylinders 22; the adapter joint 24 is rotatably connected to the top platform frame plate 131, and the two sets of adapter joints 24 are respectively located on the side where the two platform frame plates 131 are close to each other; the lateral telescopic platform 21 includes a middle support portion 212 and two sliding portions 211, and the two sliding portions 211 are symmetrically distributed on both sides of the middle support portion 212, the sliding portions 211 and the middle support portion 212 are arranged along the length direction of the platform frame plate 131, and the sliding portions 211 are slidably connected to the middle support portion 212, and the end of the sliding portion 211 away from the middle support portion 212 is detachably fixedly connected to the adapter joint 24; multiple sets of double-headed cylinders 22 are distributed along the height direction of the scissor-type telescopic frame 12, The double-headed cylinders 22 may be two groups, three groups or four groups, as long as the spacing between two adjacent groups of scaffolding units 1 can be adjusted. In the present embodiment, the double-headed cylinders 22 are arranged in two groups, and the two groups of double-headed cylinders 22 are located directly below the transverse telescopic platform 21, and the piston rods of the double-headed cylinders 22 are respectively detachably and rotatably connected to the two platform frame plates 131 in the two scaffolding units 1 at one end close to each other, and when the scaffolding unit 1 is in a stretched state, the two platform frame plates 131 connected to the double-headed cylinders 22 are located on the same horizontal plane; the telescopic rods 23 are detachably and rotatably connected to the two groups of hinges 122 located at the top of the scissors-type telescopic frame 12, and in the present embodiment, the telescopic rods 23 are rotatably connected to the hinge shaft 123.
[0035] The implementation principle of the tunnel mobile folding scaffolding of the embodiment of the present application is as follows: when the tunnel mobile folding scaffolding is in use, and when the two sets of scaffolding units 1 are adjusted synchronously, the universal casters 112 are unlocked, and the tunnel mobile folding scaffolding is transferred to the tunnel construction position, and then the two sets of driving motors 113 are adjusted, and the output shafts of the driving motors 113 drive the half-thread screw 114 to rotate synchronously. Since the threaded section of the half-thread screw 114 is threadedly connected with the joint ear piece 115 of the seat plate 111, the half-thread screw 114 drives the two seat plates 111 to approach, and the seat plates 111 are brought closer. The two adjusting rods 121 are moved synchronously, so that the two adjusting rods 121 are close to each other, and the two adjusting rods 121 drive the first hinged rod 1221 connected to the adjusting rod 121 and the second hinged rod 1222 connected to the adjusting rod 121 to move closer to each other, the first hinged rod 1221 drives the first hinged rod 1221 in the adjacent group of hinged parts 122 to move, and the second hinged rod 1222 drives the second hinged rod 1222 in the adjacent group of hinged parts 122 to move, thereby driving the first hinged rod 1221 and the second hinged rod 1222 in the remaining hinged parts 122 to move. The first hinge rod 1221 and the second hinge rod 1222 in the same group move close to each other, so that the scissor-type telescopic frame 12 is stretched. The first hinge rod 1221 and the second hinge rod 1222 move, and the hinge shaft 123 and the rotating shaft 124 move synchronously. The rotating shaft 124 drives the guide slider 134 to slide along the guide groove 133, and the platform frame 131 is supported by the guide slider 134 and the limit block 132. At the same time, due to the increase in the distance between the hinge shaft 123 and the rotating shaft 124, the hinge shaft 123 drives the hinge shaft 123 to move. The strong rod 14 moves, and the strengthening rod 14 drives the sliding block 142 to slide along the sliding groove 141, so as to support the bottom wall of the platform frame plate 131; then, the driving cylinder 136 on each platform frame plate 131 is adjusted, and the piston rod of the driving cylinder 136 drives the sliding block 137 to slide along the sliding groove 135, and the sliding block 137 drives the diagonal support rod 138 to move, and the diagonal support rod 138 drives the cross frame plate 139 to rotate, so that the cross frame plate 139 rotates from a horizontal state to a vertical state, ensuring that the workers on the platform frame plate 131 are protected during the tunnel construction process.
[0036] The double-headed cylinder 22 is adjusted, and the piston rod of the double-headed cylinder 22 applies force to the platform frame plate 131 respectively, so that the two platform frame plates 131 move away from each other, and the platform frame plate 131 applies force to the sliding portion 211, so that the sliding portion 211 slides along the middle supporting portion 212, thereby stretching the transverse telescopic platform 21. At the same time, the platform frame plate 131 drives the telescopic rod 23 to stretch, so as to adjust the distance between the two scaffolding units 1, thereby facilitating the workers to construct the tunnel.
[0037] When the single-side scaffolding unit 1 is adjusted, the universal caster 112 is unlocked, and the tunnel mobile folding scaffold is transferred to the tunnel construction position. Then, one of the drive motors 113 is adjusted, and the output shaft of the drive motor 113 drives the half-thread screw 114 to rotate synchronously. Since the threaded section of the half-thread screw 114 is threadedly connected with the joint ear piece 115 of the seat plate 111, the half-thread screw 114 drives the two seat plates 111 to move closer, and the seat plate 111 drives the adjusting rod 121 to move synchronously, so that the two adjusting rods 121 are close to each other, and the two adjusting rods 121 drive The first hinge rod 1221 connected to the adjustment rod 121 and the second hinge rod 1222 connected to the adjustment rod 121 are moved closer to each other, the first hinge rod 1221 drives the first hinge rod 1221 in the adjacent group of hinged parts 122 to move, the second hinge rod 1222 drives the second hinge rod 1222 in the adjacent group of hinged parts 122 to move, and then drives the first hinge rod 1221 and the second hinge rod 1222 in the remaining hinged parts 122 to move, so that the end of the first hinge rod 1221 in the same group is connected to the second hinge rod The ends of 1222 are close to each other to realize the stretching of the scissor-type telescopic frame 12. The first hinge rod 1221 and the second hinge rod 1222 move while driving the hinge shaft 123 and the rotating shaft 124 to move synchronously. The rotating shaft 124 drives the guide slider 134 to slide along the guide slide groove 133. The platform frame plate 131 is supported by the guide slider 134 and the limit block 132. At the same time, due to the increase in the distance between the hinge shaft 123 and the rotating shaft 124, the hinge shaft 123 drives the reinforcement rod 14 to move, and the reinforcement rod 14 drives the sliding block 142 Slide along the sliding groove 141 to support the bottom wall of the platform frame plate 131; then, adjust the driving cylinder 136 of each platform frame plate 131 on the scissor-type telescopic frame 12 in the stretched state, and the piston rod of the driving cylinder 136 drives the sliding block 137 to slide along the sliding groove 135, and the sliding block 137 drives the diagonal support rod 138 to move, and the diagonal support rod 138 drives the cross frame plate 139 to rotate, so that the cross frame plate 139 rotates from a horizontal state to a vertical state, ensuring that the workers on the platform frame plate 131 are protected during the tunnel construction process.
[0038] While the scissors-type telescopic frame 12 is adjusted, the double-headed cylinder 22 is adjusted, the extended length of the piston rod of the double-headed cylinder 22 becomes longer, and the double-headed cylinder 22 is tilted. At the same time, the platform frame plate 131 on the scissors-type telescopic frame 12 in the stretched state applies force to the sliding portion 211, so that the sliding portion 211 slides along the middle supporting portion 212, thereby stretching the transverse telescopic platform 21 and tilting the transverse telescopic platform 21. At the same time, the platform frame plate 131 on the scissors-type telescopic frame 12 in the stretched state drives the telescopic rod 23 to stretch, and the telescopic rod 23 is tilted, so as to facilitate the lifting and lowering of the single-sided scaffolding unit 1, so as to facilitate the staff to construct one side of the tunnel.
[0039] 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 tunnel movable folding scaffold, characterized in that: It comprises two groups of scaffolding units (1) and a transverse adjustment mechanism (2); the two groups of scaffolding units (1) are symmetrically distributed about the transverse adjustment mechanism (2); The scaffolding unit (1) comprises an adjustable base (11), a scissor-type telescopic frame (12) and a plurality of platform components (13); The scissor-type telescopic frame (12) comprises two adjustment rods (121) and a plurality of sets of hinged parts (122); A plurality of groups of hinged parts (122) are connected in sequence from high to low, and the hinged parts (122) comprise a hinge shaft (123), a first hinge rod (1221) and a second hinge rod (1222); the first hinge rod (1221) and the second hinge rod (1222) in the same group of hinged parts (122) are cross-distributed, and the first hinge rod (1221) and the second hinge rod (1222) are hinged via the hinge shaft (123); the two first hinge rods (1221) or the two second hinge rods (1222) on two adjacent groups of hinged parts (122) are rotatably connected via a rotating shaft (124); and the first hinge rod (1221) and the second hinge rod (1222) in the hinged part (122) at the bottom are rotatably connected to the adjustment rod (121) respectively; The two adjustment rods (121) are respectively mounted on the adjustment base (11); the adjustment rods (121) on the two adjustment bases (11) are arranged in parallel, and the adjustment base (11) is used to drive the two adjustment rods (121) to move closer to or farther from each other; A plurality of groups of platform components (13) are distributed along the height direction of the scissor-type telescopic frames (12), and the platform components (13) are installed on the sides of two groups of scissor-type telescopic frames (12) that are away from each other; The lateral adjustment mechanism (2) connects two groups of scaffolding units (1).
2. The tunnel movable folding scaffold according to claim 1 is characterized in that: The adjustment base (11) comprises a half-thread screw (114), a drive motor (113) and two seat plates (111); The two adjustment rods (121) are respectively mounted on the seat plate (111); The half-thread screw (114) is arranged to penetrate the two seat plates (111), and the threaded section of the half-thread screw (114) is threadedly connected to one of the seat plates (111), and the smooth section of the half-thread screw (114) is rotationally connected to the other seat plate (111), and the half-thread screw (114) is located below the seat plates (111); The driving motor (113) is mounted on one of the seat plates (111), and the output shaft of the driving motor (113) is coaxially connected to the half-thread screw (114).
3. The tunnel movable folding scaffold according to claim 1 is characterized in that: The platform assembly (13) comprises a platform frame plate (131), a limit block (132) and a guide slide block (134); Two opposite side walls of the platform frame plate (131) are provided with guide grooves (133) for the guide sliding block (134) to slide, and the guide grooves (133) are arranged along the length direction of the platform frame plate (131); One of the rotation axes (124) connecting two of the first hinged rods (1221) or two of the second hinged rods (1222) in two adjacent groups of hinged members (122) is rotationally connected to the limit block (132), and the limit block (132) is detachably fixedly connected to the platform frame plate (131); The other rotating shaft (124) connecting the two first hinged rods (1221) or the two second hinged rods (1222) in two adjacent groups of hinged members (122) is rotationally connected to the guide sliding block (134).
4. The tunnel movable folding scaffold according to claim 3 is characterized by: The platform assembly (13) further comprises a transverse frame plate (139), two diagonal braces (138), two sliding blocks (137) and two driving cylinders (136); The transverse frame plate (139) is rotatably connected to an end of the platform frame plate (131) away from the scissor-type telescopic frame (12); The transverse frame plate (139) is rotatably connected to the diagonal support rod (138); one end of the diagonal support rod (138) away from the transverse frame plate (139) is rotatably connected to the sliding block (137); a sliding groove (135) for sliding the sliding block (137) is provided on the top wall of the platform frame plate (131); and the length direction of the sliding groove (135) is parallel to the length direction of the guide groove (133); The driving cylinder (136) is mounted on the platform frame plate (131), and the axial direction of the piston rod of the driving cylinder (136) is parallel to the length direction of the sliding groove (135), and the piston rod of the driving cylinder (136) is connected to the sliding block (137).
5. The tunnel movable folding scaffold according to claim 3 is characterized by: The lateral adjustment mechanism (2) comprises a lateral telescopic platform (21) and two sets of adapter joints (24); The adapter joint (24) is rotatably connected to the uppermost platform frame plate (131), and two groups of the adapter joints (24) are respectively located on the sides of the two platform frame plates (131) close to each other; The transverse telescopic platform (21) comprises a middle supporting portion (212) and two sliding portions (211), wherein the two sliding portions (211) are symmetrically distributed on both sides of the middle supporting portion (212), and the sliding portions (211) are slidingly connected to the middle supporting portion (212), and one end of the sliding portion (211) away from the middle supporting portion (212) is detachably fixedly connected to the adapter joint (24).
6. The tunnel movable folding scaffold according to claim 5 is characterized in that: The lateral adjustment mechanism (2) further comprises a plurality of groups of double-headed cylinders (22), the plurality of groups of double-headed cylinders (22) being distributed along the height direction of the scissor-type telescopic frame (12), and the piston rods of the double-headed cylinders (22) are detachably rotatably connected to the platform frame plates (131) in the two scaffolding units (1) at one end close to each other.
7. The tunnel movable folding scaffold according to claim 5 is characterized by: A telescopic rod (23) is commonly connected to the hinged parts (122) at the top of the two groups of scissor-type telescopic frames (12), and the telescopic rod (23) is detachably rotatably connected to the hinged parts (122).
8. The tunnel movable folding scaffold according to claim 2 is characterized by: A plurality of sets of universal casters (112) are mounted on the bottom wall of the seat plate (111).
9. The tunnel movable folding scaffold according to claim 3 is characterized by: A reinforcing rod (14) is rotatably connected to the hinge shaft (123), and a sliding block (142) is rotatably connected to one end of the reinforcing rod (14) away from the hinge shaft (123). A sliding groove (141) for sliding movement of the sliding block (142) is provided on the bottom wall of the platform frame plate (131), and the length direction of the sliding groove (141) is parallel to the length direction of the guide groove (133).
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