Miniature uplift pile construction perpendicularity control device for intercity railway station in composite stratum
By adopting a verticality control device with an adjustable clamping control structure in the construction of micro-pullout piles at intercity railway stations in composite strata, the problem of low construction verticality was solved and high-precision construction effects were achieved.
Patent Information
- Application Number
- CN202423249764.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-27
- Publication Date
- 2025-10-21
- Estimated Expiration
- 2034-12-27
AI Technical Summary
In the construction of micro-pullout piles at intercity railway stations in composite strata, the lack of effective construction guidance and control equipment results in low vertical accuracy, which is easily affected by human factors and affects the construction quality.
A verticality control device is designed, which includes an equipment base and an adjustable clamping control structure. It contains a support frame, an adjustment shaft, a rotating frame, a rotating bracket, a locking ear, a linear module translation table and a clamping positioning control component. Through the coordinated use of these components, vertical guidance and support of the pull-out piles can be achieved to ensure construction accuracy.
It improves the verticality of micro-extension piles during construction, ensuring construction quality, and is particularly suitable for the construction of intercity railway stations in composite strata.
Smart Images
Figure CN223458809U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to construction auxiliary equipment technical field, concretely is a kind of composite stratum in intercity railway station microtype uplift pile construction perpendicularity control device. BACKGROUND
[0002] When the construction of intercity railway station is carried out in composite stratum, the construction of microtype uplift pile is a crucial link, since the geological condition of composite stratum is complex, construction is difficult, and the perpendicularity of microtype uplift pile is extremely high.
[0003] The existing microtype uplift pile often relies on manual operation and experience judgment when construction, without effective construction guiding control equipment, leading to low precision when construction, and being easily influenced by human factors, unable to guarantee vertical construction, affect construction quality. UTILITY MODEL CONTENT
[0004] The utility model aims at providing a kind of microtype uplift pile construction perpendicularity control device suitable for composite stratum in intercity railway station, can guarantee the construction perpendicularity of microtype uplift pile, improve construction quality.
[0005] To realize above-mentioned purpose, the utility model is realized by the following technical scheme: a kind of composite stratum in intercity railway station microtype uplift pile construction perpendicularity control device, including equipment base, adjustable clamping control structure is installed on equipment base;
[0006] Adjustable clamping control structure includes support frame, adjusting pivot, rotating frame, two pairs of rotating supports, two pairs of locking ears, a pair of opposite linear module translation stage, two pairs of clamping positioning control components and a pair of support components;
[0007] Support frame is installed on equipment base, adjusting pivot is installed in the middle position of support frame front wall surface, rotating frame is movably installed on adjusting pivot, two pairs of rotating supports are installed on support frame side wall surface, two pairs of locking ears are installed on rotating frame, a pair of opposite linear module translation stage is installed on rotating frame, two pairs of clamping positioning control components are installed on the moving end of a pair of opposite linear module translation stage, and a pair of support components are installed on equipment base.
[0008] Preferably, mobile wheel is installed on equipment base.
[0009] Preferably, two pairs of locking ears are installed on two pairs of rotating supports by locking pin.
[0010] Preferably, the two pairs of clamping positioning control assemblies each comprise a moving block, a mounting bracket, a fixed clamping plate, a pair of drive telescopic push rods, a pair of adjusting clamping plates and a plurality of rollers; the moving block is mounted on the moving end of the opposite linear module translation table, the mounting bracket is mounted on the moving block, the fixed clamping plate is mounted on the mounting bracket, one end of the pair of drive telescopic push rods is mounted on the mounting bracket, the pair of adjusting clamping plates are movably mounted on the fixed clamping plate, the output ends of the pair of drive telescopic push rods are mounted on the pair of adjusting clamping plates, and the plurality of rollers are respectively embedded on the fixed clamping plate and the pair of adjusting clamping plates.
[0011] Preferably, the pair of drive telescopic push rods are mounted on the mounting bracket and the adjusting clamping plate through rotary hinges.
[0012] Preferably, the two pairs of support assemblies each comprise a fixed frame, a support push rod and a fixed tooth plate; the fixed frame is mounted on the upper wall surface of the equipment base, the support push rod is mounted on the equipment base and the fixed frame, and the fixed tooth plate is mounted on the output end of the support push rod.
[0013] The device has the advantages that: the adjustable clamping control structure can be used for angle adjustment according to the terrain of a construction position, the control guiding structure is guaranteed to be vertically downward, the clamping mechanism is used for guiding and supporting the anti-pile, the construction perpendicularity is guaranteed, the construction quality of the micro anti-slide pile is improved, and the device is particularly suitable for micro anti-pile construction perpendicularity control in a composite stratum of an intercity railway station. BRIEF DESCRIPTION OF DRAWINGS
[0014] Figure 1 It is a front view of the device.
[0015] Figure 2 It is a rear view of the device.
[0016] Figure 3 It is a bottom view of the device.
[0017] Figure 4 It is a front structural view of the device.
[0018] In the drawings: 1-equipment base; 2-support frame; 3-adjusting rotating shaft; 4-rotating frame; 5-rotary support; 6-locking lug; 7-opposite linear module translation table; 8-moving wheel; 9-locking pin; 10-moving block; 11-mounting bracket; 12-fixed clamping plate; 13-drive telescopic push rod; 14-adjusting clamping plate; 15-roller; 16-rotary hinge; 17-fixed frame; 18-support push rod; 19-fixed tooth plate. DETAILED DESCRIPTION
[0019] Based on the embodiments in the device, all other embodiments obtained by those skilled in the art without creative labor are within the protection scope of the device.
[0020] As Figures 1-4 shown, a kind of composite stratum intercity railway station micro uplift pile construction verticality control device, including equipment base 1, support frame 2, adjusting pivot 3, rotating frame 4, two pairs of rotating supports 5, two pairs of locking ears 6, a pair of opposite linear module translation table 7, two pairs of clamping positioning control components and a pair of support components.
[0021] Support frame 2, adjusting pivot 3, rotating frame 4, two pairs of rotating supports 5, two pairs of locking ears 6, a pair of opposite linear module translation table 7, two pairs of clamping positioning control components and a pair of support components constitute adjustable clamping control structure. Wherein, support frame 2 is installed on equipment base 1, adjusting pivot 3 is installed in the middle position of the front wall surface of support frame 2, rotating frame 4 is movably installed on adjusting pivot 3, two pairs of rotating supports 5 are installed on the side wall surface of support frame 2, two pairs of locking ears 6 are installed on rotating frame 4, a pair of opposite linear module translation table 7 is installed on rotating frame 4, two pairs of clamping positioning control components are installed on the moving end of a pair of opposite linear module translation table 7, and a pair of support components are installed on equipment base 1.
[0022] Preferably, mobile wheels 8 are installed on equipment base 1. Two pairs of locking ears 6 are installed on two pairs of rotating supports 5 by locking pin 9.
[0023] Clamping positioning control component includes moving block 10, mounting bracket 11, fixed clamping plate 12, a pair of drive telescopic push rods 13, a pair of adjusting clamping plates 14 and a plurality of rollers 15. Moving block 10 is installed on the moving end of opposite linear module translation table 7, mounting bracket 11 is installed on moving block 10, fixed clamping plate 12 is installed on mounting bracket 11, one end of a pair of drive telescopic push rods 13 is installed on mounting bracket 11, a pair of adjusting clamping plates 14 are movably installed on fixed clamping plate 12, output end of a pair of drive telescopic push rods 13 is installed on a pair of adjusting clamping plates 14, and a plurality of rollers 15 are respectively embedded in fixed clamping plate 12 and a pair of adjusting clamping plates 14.
[0024] A pair of drive telescopic push rods 13 are installed on mounting bracket 11 and adjusting clamping plate 14 by rotating hinge base 16. Clamping positioning control component is two pairs.
[0025] Support component includes fixed frame 17, support push rod 18 and fixed tooth plate 19. Fixed frame 17 is installed on the upper wall surface of equipment base 1, support push rod 18 is installed on equipment base 1 and fixed frame 17, and fixed tooth plate 19 is installed on the output end of support push rod 18.
[0026] The equipment base 1 supports the whole equipment and is combined with the support frame 2 to install the main body, the mobile wheels 8 installed on the lower wall of the equipment base 1 drive the equipment to move to the construction position, the support push rod 18 installed on the equipment base 1 is adjusted to extend downward at the output end, the fixed tooth plate 19 installed on the support push rod 18 is driven to resist the ground, the equipment is guaranteed to be stable and prevented from moving in position during construction, the angle of the rotating frame 4 is adjusted according to the terrain levelness, the equipment installed on the rotating frame 4 is guaranteed to be vertical, the rotating frame 4 is locked and fixed to the rotating support 5 through the locking lug 6 and the locking pin 9, the micro anti-pulling pile is placed in front of the equipment, the opposite linear module translation table 7 installed on the rotating frame 4 is started to drive the moving block 10 to move to the middle, the moving block 10 drives the fixed clamping plate 12 to clamp the anti-pulling pile through the installation support 11, the output end of the driving telescopic push rod 13 is adjusted to extend to drive the adjusting clamping plate 14 to rotate on the fixed clamping plate 12 to clamp and fix the anti-pulling pile, so that the verticality of the anti-pulling pile during construction is guaranteed, the friction between the equipment and the anti-pulling pile is reduced through the roller 15 during construction, and the equipment is prevented from being worn.
[0027] Although the embodiments of the utility model have been shown and described, it can be understood by those skilled in the art that various changes, modifications, replacements and variations can be made to the embodiments without departing from the principles and spirits of the utility model, the scope of the utility model is defined by the appended claims and their equivalents.
Claims
1. A composite stratum intercity railway station micro-pulling pile construction verticality control device, comprising a device base (1), characterized in that, The adjustable clamping control structure is installed on the equipment base (1) ; The adjustable clamping control structure comprises a support frame (2), an adjusting rotating shaft (3), a rotating frame (4), two pairs of rotating supports (5), two pairs of locking ears (6), a pair of opposite linear module translation tables (7), two pairs of clamping positioning control assemblies and a pair of support assemblies. The support frame (2) is installed on the equipment base (1), the adjusting rotating shaft (3) is installed on the middle of the front wall surface of the support frame (2), the rotating frame (4) is movably installed on the adjusting rotating shaft (3), the two pairs of rotating supports (5) are installed on the side wall surfaces of the support frame (2), the two pairs of locking ears (6) are installed on the rotating frame (4), the pair of opposite linear module translation tables (7) are installed on the rotating frame (4), the two pairs of clamping positioning control assemblies are installed on the moving ends of the pair of opposite linear module translation tables (7), and the pair of support assemblies are installed on the equipment base (1).
2. The verticality control device for the construction of micro uplift piles in an intercity railway station in a composite ground according to claim 1, characterized in that, The mobile wheels (8) are installed on the equipment base (1).
3. The verticality control device for the construction of micro uplift piles in an intercity railway station in a composite ground according to claim 1, characterized in that, The two pairs of locking ears (6) are installed on the two pairs of rotating supports (5) through locking pins (9).
4. The verticality control device for the construction of micro uplift piles in an intercity railway station in a composite ground according to claim 1, characterized in that, Each of the two pairs of clamping positioning control assemblies comprises a moving block (10), a mounting bracket (11), a fixed clamping plate (12), a pair of drive telescopic push rods (13), a pair of adjusting clamping plates (14) and a plurality of rollers (15). The moving block (10) is installed on the moving end of the opposite linear module translation table (7), the mounting bracket (11) is installed on the moving block (10), the fixed clamping plate (12) is installed on the mounting bracket (11), one end of the pair of drive telescopic push rods (13) is installed on the mounting bracket (11), the pair of adjusting clamping plates (14) are movably installed on the fixed clamping plate (12), the output ends of the pair of drive telescopic push rods (13) are installed on the pair of adjusting clamping plates (14), and the plurality of rollers (15) are respectively embedded in the fixed clamping plate (12) and the pair of adjusting clamping plates (14).
5. The verticality control device for the construction of micro uplift piles in an intercity railway station in a composite ground according to claim 4, characterized in that, The pair of drive telescopic push rods (13) are installed on the mounting bracket (11) and the adjusting clamping plate (14) through the rotary hinge base (16).
6. The verticality control device for construction of micro uplift pile in an intercity railway station in a composite ground according to claim 1, characterized in that, Each of the pair of support assemblies comprises a fixed frame (17), a support push rod (18) and a fixed tooth plate (19). The fixed frame (17) is installed on the upper wall surface of the equipment base (1), the support push rod (18) is installed on the equipment base (1) and the fixed frame (17), and the fixed tooth plate (19) is installed on the output end of the support push rod (18).