Anti-slide pile construction platform

Abstract

The utility model relates to the technical field of foundation engineering, and discloses an anti-slide pile construction platform which is filled to a preset elevation according to set requirements so as to carry out anti-slide pile construction, and comprises a movable enclosure which is positioned on the construction platform and is arranged outside a pile hole in a surrounding manner; the lock opening is located in the position of an opening of the pile hole, and side overturning cover plate assemblies which are symmetrically arranged are installed on the lock opening. According to the slide-resistant pile construction platform, when the side overturning cover plate assemblies need to be opened, the two side overturning cover plate assemblies move in the direction away from each other on the locking openings, and when the side overturning cover plate assemblies need to be closed, the two side overturning cover plate assemblies only need to move in the direction away from each other on the locking openings. When the two side overturning cover plate assemblies are kept in the open state, the gravity centers of the two side overturning cover plate assemblies and the locking openings are coplanar, so that supporting of a supporting rod is not needed, the overturning risk is avoided, and potential safety hazards are eradicated.

Description

Technical Field

[0001] The utility model relates to the technical field of foundation engineering, and specifically, to an anti-slide pile construction platform. Background Technique

[0002] In landslide control projects, an anti-slide pile is a frequently used engineering structure. Due to its strong anti-slide ability, not easily deteriorating the landslide, wide application conditions, and safe and simple construction, it has a wide range of applications in many engineering fields. However, for the treatment of roadbed landslides under complex terrain conditions, traditional anti-slide piles often cannot meet the actual engineering requirements in terms of safety and construction efficiency. Especially for the construction of manual dug piles, there are problems of insufficient construction efficiency and difficult guarantee of construction safety:

[0003] Chinese Patent CN213897093 U discloses a landslide zone anti-slide pile construction system. A movable baffle of a temporary safety protection device is arranged around the construction platform of the anti-slide pile; an assembled closed top cover is hinged to one side of the lock at the top of the anti-slide pile; an adjustable internal support and easily detachable mold is arranged on the bottom of the anti-slide pile pit to be constructed; a plurality of alignment frames of a lifting type pit wall detection device are arranged in an array at intervals up and down, and adjacent alignment frames are connected by telescopic rods; a distance sensor is arranged on the side of the alignment frame to sense the distance between the alignment frame diagram and the pit wall; a fall prevention safety cover plate is arranged at the lower part of the anti-slide pile pit; an integral standardized fixed support frame is arranged outside the pile body steel reinforcement cage. The landslide zone anti-slide pile system involved in the utility model improves the safety of manual dug pile operations by setting a variety of safety protection devices, and adopts a new detection device and formwork support structure to improve the hole forming accuracy and construction efficiency of anti-slide piles, with remarkable benefits.

[0004] This utility model ensures the safety during the pile body excavation process and the construction gap period by setting an assembled closed top cover at the lock. The assembled top cover is supported on the ground by a support rod. In this way, the assembled closed top cover is kept in an open state by the support rod, and the center of gravity of the assembled closed top cover is higher than the lock. In case of accidental touch, there is an easy safety hazard. Utility Model Content

[0005] To improve the above problems, the utility model discloses an anti-slide pile construction platform, which is filled to a preset elevation according to a predetermined requirement for anti-slide pile construction, and includes:

[0006] A movable enclosure, which is located on the construction platform and surrounds the outside of the pile hole;

[0007] A lock, which is located at the orifice position of the pile hole, and symmetrically arranged side flip cover plate assemblies are installed on the lock.

[0008] Preferably, the lock is adapted to the anti-slide pile and is set as a square structure.

[0009] Preferably, the side-turning cover plate assembly includes:

[0010] A limiting rotating column fixedly installed at the corner position of the locking port;

[0011] A cover plate covering the locking port, with an inclined groove opened at one end of the cover plate, and the limiting rotating column is slidably connected in the inclined groove;

[0012] A side pull rod installed at the other end of the cover plate.

[0013] Preferably, a ball is embedded near the end of the limiting rotating column on the locking port, and the cover plate rolls on the ball.

[0014] Preferably, a receiving groove is opened at the position of the other end of the cover plate near the locking port, and one end of the support rod is installed in the receiving groove through a damping shaft.

[0015] Preferably, strip-shaped magnetic blocks are installed at the ends of the cover plates close to each other.

[0016] Preferably, the cross-sectional size of the anti-slide pile is 3m in length and 2m in width.

[0017] Compared with the prior art, the present utility model has the following advantages:

[0018] For an anti-slide pile construction platform provided by the present utility model, when it is necessary to open the side-turning cover plate assembly, the two side-turning cover plate assemblies move away from each other on the locking port. And when it is necessary to close the side-turning cover plate assembly, the two side-turning cover plate assemblies move away from each other on the locking port. When the two side-turning cover plate assemblies are in the open state, their center of gravity is coplanar with the locking port, so there is no need for the support of a support rod, and there is no risk of overturning, eliminating potential safety hazards. When it is necessary to open the cover plate, manually pull the side pull rod, and the cover plate rotates around the limiting rotating column, and the limiting rotating column slides in the inclined groove, thereby reducing the rotation radius of the cover plate and preventing the cover plate from colliding with the movable enclosure. After the two cover plates rotate away from each other, the covering of the locking port is released. And when it is necessary to close the locking port, rotate the two cover plates in the reverse direction. After the two cover plates rotate towards each other, the two cover plates come into contact and complete the closing of the locking port. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] In order to more clearly illustrate the specific embodiments of the present utility model or the technical solutions in the prior art, the following will briefly introduce the drawings required for use in the description of the specific embodiments or the prior art. Obviously, the drawings in the following description are some embodiments of the present invention. For those of ordinary skill in the art, other drawings can be obtained based on these drawings without creative efforts.

[0020] Figure 1 It is a structural schematic diagram of the present utility model;

[0021] Figure 2 This is a schematic diagram of the locking structure of the present utility model;

[0022] Figure 3 This is a top view of the present utility model Figure 1 (when the side-turning cover plate assembly is in the closed state);

[0023] Figure 4 This is a top view of the present utility model Figure 2 (when the side-turning cover plate assembly is in the open state);

[0024] Figure 5 This is an external view of the cover plate of the present utility model.

[0025] In the figure: 10. Movable enclosure; 11. Borehole; 12. Locking opening; 13. Side-turning cover plate assembly; 14. Limit rotating column; 15. Cover plate; 16. Inclined groove; 17. Side pull rod; 18. Ball; 19. Support rod; 20. Strip-shaped magnet. Specific embodiments

[0026] Next, the technical solutions of the present utility model will be clearly and completely described in conjunction with the accompanying drawings. Obviously, the described embodiments are part of the embodiments of the present invention, rather than all of the embodiments. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present utility model without creative efforts shall fall within the protection scope of the present utility model.

[0027] Embodiment

[0028] Next, the present utility model will be further described in conjunction with the accompanying drawings.

[0029] As Figures 1 to 5 shown, an anti-slide pile construction platform provided in this embodiment is filled to a preset elevation according to a predetermined requirement for anti-slide pile construction, and includes:

[0030] A movable enclosure 10, the movable enclosure 10 is located on the construction platform and surrounds the outside of the borehole 11;

[0031] A locking opening 12, the locking opening 12 is located at the orifice position of the borehole 11, and a symmetrically arranged side-turning cover plate assembly 13 is installed on the locking opening 12.

[0032] The working principle and beneficial effects of the above technical solutions are:

[0033] The utility model discloses an anti-slide pile construction platform. A movable enclosure 10 is arranged around a pile hole 11. When the side turning cover plate assemblies 13 are opened, the two side turning cover plate assemblies 13 are in a side-opening state on a lock port 12. For the anti-slide pile construction platform provided by the utility model, when it is necessary to open the side turning cover plate assemblies 13, the two side turning cover plate assemblies 13 move away from each other on the lock port 12, and when it is necessary to close the side turning cover plate assemblies 13, the two side turning cover plate assemblies 13 just move away from each other on the lock port 12. When the two side turning cover plate assemblies 13 are in an open state, their centers of gravity are coplanar with the lock port 12, so that the support of a support rod is not required, and the risk of overturning will not occur, eliminating potential safety hazards.

[0034] In one embodiment, the lock port 12 is adapted to the anti-slide pile and is provided with a square structure.

[0035] The beneficial effects of the above technical solution are as follows:

[0036] The shape of the lock port 12 is adapted to the anti-slide pile.

[0037] In one embodiment, the side turning cover plate assembly 13 includes:

[0038] A limit rotating column 14, and the limit rotating column 14 is fixedly installed at the corner position of the lock port 12;

[0039] A cover plate 15, and the cover plate 15 covers the lock port 12. An inclined groove 16 is opened at one end of the cover plate 15, and the limit rotating column 14 is slidably connected in the inclined groove 16;

[0040] A side pull rod 17, and the side pull rod 17 is installed at the other end of the cover plate 15.

[0041] The working principle and beneficial effects of the above technical solution are as follows:

[0042] When it is necessary to open the cover plate 15, manually pull the side pull rod 17, and the cover plate 15 rotates around the limit rotating column 14. Synchronously, the limit rotating column 14 slides in the inclined groove 16, so as to reduce the rotation radius of the cover plate 15 and prevent the cover plate 15 from colliding with the movable enclosure 10. After the two cover plates 15 rotate away from each other, the sealing of the lock port 12 is released. When it is necessary to close the lock port 12, rotate the two cover plates 15 in the reverse direction. After the two cover plates 15 rotate towards each other, the two cover plates 15 contact and complete the closing of the lock port 12.

[0043] In one embodiment, a ball 18 is embedded at the end of the lock port 12 close to the limit rotating column 14, and the cover plate 15 rolls on the ball 18.

[0044] The beneficial effects of the above technical solution are as follows:

[0045] The provision of the ball 18 facilitates the rotation of the cover plate 15 on the lock port 12.

[0046] In one embodiment, a receiving groove is provided at the other end of the cover plate 15 near the lock port 12, and one end of the support rod 19 is installed in the receiving groove through a damping shaft.

[0047] The working principle and beneficial effects of the above technical solution are as follows:

[0048] When it is necessary to open the cover plate 15, manually pull the side pull rod 17, and the cover plate 15 rotates around the limit rotating column 14. After the two cover plates 15 rotate away from each other, the sealing of the lock port 12 is released. Then, manually pull the support rod 19 located in the receiving groove, and the support rod 19 rotates around the damping shaft. The support rod 19 turns out of the receiving groove, and the end of the support rod 19 away from the damping shaft abuts against the ground, thereby completing the support of the cover plate 15.

[0049] In one embodiment, strip magnets 20 are installed at the ends of the cover plates 15 close to each other.

[0050] The working principle and beneficial effects of the above technical solution are as follows:

[0051] When it is necessary to close the lock port 12, rotate the two cover plates 15 in the reverse direction. After the two cover plates 15 rotate towards each other and come into contact, the strip magnets 20 are attracted to each other, thereby completing the fixation of the cover plate 15 on the lock port 12.

[0052] In one embodiment, the cross-sectional dimensions of the anti-slide pile are 3 m in length and 2 m in width.

[0053] Obviously, the above embodiments are merely examples given for clear illustration and are not limitations on the implementation manners. For those of ordinary skill in the art, other different forms of changes or modifications can be made based on the above description. It is not necessary and impossible to enumerate all the implementation manners here. And the obvious changes or modifications derived therefrom are still within the protection scope of the present invention.

Claims

1. An anti-slide pile construction platform, which is filled to a preset elevation according to established requirements to carry out anti-slide pile construction, characterized in that: include: A movable enclosure (10), the movable enclosure (10) is located on the construction platform and is arranged outside the pile hole (11); A lock opening (12), the lock opening (12) is located at the opening of the pile hole (11), a symmetrically arranged side flip cover assembly (13) is installed on the lock opening (12), and the lock opening (12) is adapted to the anti-slip pile and is set to a square structure; The side flip cover assembly (13) comprises: A limit rotating column (14), the limit rotating column (14) is fixedly installed at a corner position of the lock opening (12); A cover plate (15), the cover plate (15) is covered on the lock port (12), one end of the cover plate (15) is provided with an inclined groove (16), and the limit rotating column (14) is slidably connected in the inclined groove (16); A side tie rod (17) is mounted on the other end of the cover plate (15).

2. The anti-slide pile construction platform according to claim 1, characterized in that: A ball (18) is embedded on the lock opening (12) near the end of the limit rotating column (14), and the cover plate (15) rolls on the ball (18).

3. The anti-slide pile construction platform according to claim 1, characterized in that: The other end of the cover plate (15) is provided with a receiving groove near the lock opening (12), and one end of the support rod (19) is installed in the receiving groove via a damping shaft.

4. The anti-slide pile construction platform according to claim 1, characterized in that: The cover plate (15) is provided with a bar-shaped magnetic block (20) at one end close to each other.

5. The anti-slide pile construction platform according to claim 1, characterized in that: The cross-sectional dimensions of the anti-slide piles are 3m in length and 2m in width.

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