Construction protection framework based on hole digging pile concrete pouring operation and application method thereof

Abstract

The invention discloses a construction protection framework based on hole digging pile concrete pouring operation and an application method thereof.The construction protection framework comprises a positioning bracket structure provided with an inner spiral bracket, the inner spiral bracket forms a spiral track, and the spiral track serves as a spiral linear displacement path when a vibrating tool conducts the vibrating process; the bearing bottom frame structure is arranged on the lower portion of the inner spiral supporting frame in an indexable bearing mode. And the vibrating synchronous structure is arranged corresponding to the spiral track of the inner spiral supporting frame in a displaceable mode, a vibrating tool is assembled at the kinetic energy input end of the vibrating synchronous structure in a transmission mode, and the kinetic energy output end of the vibrating synchronous structure is connected with the transposition driving end of the bearing bottom frame structure in a transmission assembly mode. The problems that in the prior art, when pile hole pouring concrete is vibrated, a vibration tool needs to be repeatedly lifted and dropped to switch different grid positions of a steel bar platform frame body for vibration, the overall operation process is tedious and inconvenient, the labor amount of operators is large, and the overall operation construction efficiency and the construction progress are affected are solved.

Description

Technical Field

[0001] The present invention relates to the technical field of bored piles for civil engineering, and in particular to a construction protection framework based on bored pile concrete pouring operations and an application method thereof. Background Art

[0002] At present, bored piles usually refer to pile structures formed by manually or mechanically digging pile holes at the pile locations, placing steel cages in the pile holes and pouring concrete. The working principle is to transfer the upper structure load to deep, high-bearing-capacity soil or rock layers through the pile body to ensure the stability of the building. It is usually widely used in bridges, subways, civil buildings, retaining wall foundations and other fields.

[0003] At present, in the process of pouring concrete for pile holes, since the diameter of pile holes is generally large, in order to ensure the safety of construction operations, a steel platform frame is usually installed on the pile hole wall. The traditional steel platform frame is generally a grid-shaped frame formed by cross-welding of steel bars. On the basis of ensuring the safety and support of construction, it can also effectively form a concrete vibration channel with the help of the frame grid. However, since the vibration process of concrete needs to be completed at several points respectively, when operating the vibration tool, the operator often needs to repeatedly lift and lower the vibration tool to switch different grid positions for vibration. The overall operation process is cumbersome and inconvenient, and the operator's workload is large, thereby reducing the overall operation efficiency and affecting the construction progress. Summary of the invention

[0004] To this end, the present invention provides a construction protection framework based on bored pile concrete pouring operations and an application method thereof, so as to solve the technical problems in the prior art that when vibrating the concrete pouring in the pile hole, it is necessary to repeatedly lift and lower the vibrating tool to switch between different grid positions of the steel platform frame for vibration, the overall operation process is cumbersome and inconvenient, the workload of the operators is large, and the overall operation efficiency and construction progress are affected.

[0005] In order to achieve the above object, the present invention provides the following technical solutions:

[0006] A construction protection framework based on bored pile concrete pouring operation, comprising:

[0007] The positioning support structure is provided with an inner spiral support, wherein the inner spiral support forms a spiral track, and the spiral track can be used as a spiral linear displacement path of the vibrating tool during the vibrating process;

[0008] A supporting frame structure, wherein the supporting frame is rotatably arranged at the lower part of the inner spiral support frame;

[0009] The vibration synchronization structure is displaceably arranged corresponding to the spiral track of the inner spiral support frame. The kinetic energy input end of the vibration synchronization structure is transmission-assembled with a vibration tool, and the kinetic energy output end of the vibration synchronization structure is transmission-assembled and connected with the transfer drive end of the supporting chassis structure.

[0010] On the basis of the above technical solution, the present invention is further described as follows:

[0011] As a further embodiment of the present invention,

[0012] The positioning support structure also includes a peripheral ring support and a side limiting rod;

[0013] The peripheral ring support frame is configured as a ring frame body;

[0014] The outer end of the inner spiral support is fixedly connected to the inner side of the outer ring support;

[0015] The side limit rods are provided in a plurality of groups, and the side limit rods in the plurality of groups are respectively and evenly fixedly connected to the peripheral side parts of the peripheral ring support frame.

[0016] As a further embodiment of the present invention,

[0017] The supporting chassis structure includes a central supporting plate and an extended supporting rod;

[0018] The central supporting plate is correspondingly supported and arranged at the central lower position of the inner spiral support frame;

[0019] The extension support rods are provided with a plurality of them, one end of each of the extension support rods is evenly fixed to the outer peripheral side of the central support plate, and the plurality of extension support rods are respectively extended and supported at the lower position of the inner spiral support frame and the outer ring support frame;

[0020] The indexing drive end of the supporting chassis structure is configured as an indexing transmission rod;

[0021] The transfer transmission rod is fixedly connected to the top center position of the central supporting plate, and the transfer transmission rod vertically extends to the upper position of the inner spiral support frame.

[0022] As a further embodiment of the present invention,

[0023] The supporting chassis structure also includes an annular sliding seat;

[0024] The annular sliding seats are provided in several groups, and the annular sliding seats in several groups are respectively and one by one correspondingly and transmission-fixedly connected to the other ends of several extending supporting rods, and the annular sliding seats in several groups are respectively displaceably mounted on the outer ring support frame.

[0025] As a further embodiment of the present invention,

[0026] The vibration synchronization structure includes a spiral sliding seat and a synchronous sliding sleeve;

[0027] The spiral sliding seat is displaceably mounted on the inner spiral support frame;

[0028] One side of the synchronous sliding sleeve is connected to the spiral sliding seat by transmission fixing, and the synchronous sliding sleeve is correspondingly arranged with the spiral track formed by the inner spiral support frame;

[0029] The transfer transmission rod and the synchronous sliding sleeve are connected and arranged in a transmission assembly.

[0030] As a further embodiment of the present invention,

[0031] The vibration synchronization structure also includes an adaptive bearing body;

[0032] The bearing inner ring of the adaptive bearing body is coaxially connected to the synchronous sliding sleeve, and the inner diameter of the bearing inner ring of the adaptive bearing body is not less than the inner diameter of the channel of the synchronous sliding sleeve. The bearing inner ring of the adaptive bearing body and the synchronous sliding sleeve form an operation placement channel for the vibrating tool, so that the vibrating tool can maintain displacement along the spiral track formed by the inner spiral support frame;

[0033] The bearing outer ring of the adaptive bearing body is connected and fixedly connected to the indexing transmission rod.

[0034] As a further solution of the present invention, it also includes:

[0035] The transmission connecting rod structure is set as a multi-stage transmission telescopic rod structure;

[0036] The two ends of the multi-stage transmission telescopic rod structure are respectively and correspondingly connected and fixedly connected with the indexing transmission rod and the bearing outer ring of the adaptive bearing body.

[0037] As a further solution of the present invention, it also includes:

[0038] The transmission frame structure is fixedly assembled at the top position of the vibration synchronization structure, and is used to further serve as the spiral displacement placement basis of the vibration tool based on the vibration synchronization structure and to improve the transmission performance.

[0039] As a further embodiment of the present invention,

[0040] The transmission stand structure includes a transmission rod frame and a limiting sleeve seat;

[0041] The transmission rod frame is vertically extended and fixedly connected to the top position of the spiral sliding seat, the limiting sleeve is fixedly assembled on one side of the top end of the transmission rod frame, and the inner channel of the limiting sleeve is vertically corresponding to the inner ring of the bearing of the adaptive bearing body.

[0042] An application method of the construction protection framework based on bored pile concrete pouring operation comprises the following steps:

[0043] The outer ring support frame and the inner spiral support frame in the positioning support frame structure are covered on the pile hole, and a plurality of sets of side limit rods are used to form a circumferential stable limit corresponding to the pile hole protective wall;

[0044] The vibrating tool is sequentially placed on the limit sleeve seat in the transmission frame structure, the bearing inner ring of the adaptive bearing body in the vibrating synchronous structure and the synchronous sliding sleeve;

[0045] The vibrating tool is controlled to start, and the vibrating tool is driven by external force to synchronously drive the adaptive bearing body and the synchronous sliding sleeve, so that the adaptive bearing body and the synchronous sliding sleeve keep shifting along the spiral track formed by the inner spiral support frame based on the sliding guiding effect of the spiral sliding seat, thereby making the vibrating tool synchronously shift along the spiral track formed by the inner spiral support frame; at the same time, the displacement kinetic energy is adaptively transmitted to the transfer transmission rod in the supporting frame structure through the bearing outer ring of the adaptive bearing body via the transmission connecting rod structure, and the transfer transmission rod further drives the central supporting plate, the extended supporting rod and the annular sliding seat to rotate along the outer annular support frame, so that the supporting frame structure can avoid blocking the vibration displacement path of the vibrating tool on the basis of ensuring the established bottom support performance, thereby realizing that the vibrating tool can complete the spiral linear vibration process.

[0046] The present invention has the following beneficial effects:

[0047] The device can effectively form a spiral support frame body and a bottom rotatable bottom support frame body corresponding to the pile hole guard wall by cooperating with the positioning support frame structure and the supporting base frame structure. At the same time, the vibration synchronization structure can be used as the spiral displacement placement basis of the concrete pouring vibration tool based on the spiral support frame body, and the spiral displacement kinetic energy of the vibration synchronization structure can be further synchronously transmitted to the supporting base frame structure through the transmission connecting rod structure, thereby achieving that when the vibration tool is vibrating along the spiral support frame body, the rotatable bottom support frame body formed by the supporting base frame structure can rotate synchronously, thereby avoiding blocking the vibration displacement path of the vibration tool on the basis of ensuring the established bottom support performance, so that the vibration tool does not need to be repeatedly controlled to rise and fall, thereby improving the convenience of construction operations. In addition, the transmission frame structure can be used as the spiral displacement placement basis of the vibration tool based on the vibration synchronization structure, thereby improving the transmission performance of the vibration tool acting on the transmission frame structure and the vibration synchronization structure, and significantly improving the convenience of operation and functional practicality. BRIEF DESCRIPTION OF THE DRAWINGS

[0048] In order to more clearly illustrate the implementation mode of the present invention or the technical solution in the prior art, the drawings required for the implementation mode or the description of the prior art will be briefly introduced below. The structures, proportions, sizes, etc. illustrated in this specification are only used to match the contents disclosed in the specification for people familiar with this technology to understand and read. Any structural modification, change in proportional relationship or adjustment of size should still fall within the scope of the technical contents disclosed in the present invention without affecting the effects and purposes that can be achieved by the present invention.

[0049] Figure 1 A schematic diagram of the overall top view structure of a construction protection framework based on bored pile concrete pouring operations provided in an embodiment of the present invention.

[0050] Figure 2 A schematic diagram of the overall side view structure of a construction protection framework based on bored pile concrete pouring operations provided in an embodiment of the present invention.

[0051] Figure 3 A schematic diagram of the application status structure of a construction protection framework based on bored pile concrete pouring operations provided in an embodiment of the present invention.

[0052] Figure 4 A schematic flow chart of an application method of a construction protection framework based on bored pile concrete pouring operations provided in an embodiment of the present invention.

[0053] In the accompanying drawings, the components represented by the reference numerals are listed as follows:

[0054] Positioning support frame structure 1: outer ring support frame 11, inner spiral support frame 12, side limit rod 13;

[0055] Supporting frame structure 2: central supporting plate 21, extended supporting rod 22, annular sliding seat 23, transfer transmission rod 24;

[0056] Vibration synchronization structure 3: spiral sliding seat 31, synchronous sliding sleeve 32, adaptive bearing body 33;

[0057] Transmission connecting rod structure 4;

[0058] Transmission stand structure 5: transmission rod frame 51, limiting sleeve seat 52;

[0059] Vibrating tool a; Pile hole wall protection b. DETAILED DESCRIPTION

[0060] The following is a description of the implementation of the present invention by specific embodiments. People familiar with the art can easily understand other advantages and effects of the present invention from the contents disclosed in this specification. Obviously, the described embodiments are part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0061] The terms such as "upper", "lower", "left", "right", and "middle" used in this specification are only for the convenience of description and are not intended to limit the scope of the invention. Changes or adjustments to their relative relationships should be regarded as within the scope of the invention without substantially changing the technical content.

[0062] like Figures 1 to 3 As shown, the embodiment of the present invention provides a construction protection framework based on bored pile concrete pouring operation, including a positioning support frame structure 1, a supporting base frame structure 2, a vibrating synchronous structure 3, a transmission connecting rod structure 4 and a transmission stand structure 5, which are used to effectively form a spiral support frame body and a bottom rotatable bottom support frame body corresponding to the pile hole protective wall b through the positioning support frame structure 1 and the supporting base frame structure 2. At the same time, the vibrating synchronous structure 3 can be used as a spiral displacement placement foundation for the concrete pouring vibrating tool a based on the spiral support body, and the spiral displacement kinetic energy of the vibrating synchronous structure 3 can be further synchronously transmitted to the supporting base through the transmission connecting rod structure 4. The frame structure 2 is used to realize that when the vibrating tool a is vibrating along the spiral support frame body, the rotatable bottom support frame body formed by the supporting frame structure 2 can rotate synchronously, thereby avoiding blocking the vibration displacement path of the vibrating tool on the basis of ensuring the established bottom support performance, so that the vibrating tool does not need to be repeatedly controlled to rise and fall, which significantly improves the convenience of construction operations. In addition, the transmission frame structure 5 can be used as the spiral displacement placement basis of the vibrating tool a based on the vibration synchronization structure 3, thereby improving the transmission performance of the vibrating tool a acting on the transmission frame structure 5 and the vibration synchronization structure 3, and further improving the overall operation convenience and functional practicality. The specific settings are as follows:

[0063] Please refer to Figures 1 to 3 The positioning support structure 1 includes an outer ring support frame 11, an inner spiral support frame 12 and a side limiting rod 13; wherein the outer ring support frame 11 is configured as an annular frame body, and the outer end of the inner spiral support frame 12 is fixedly connected to the inner side of the outer ring support frame 11 to form a spiral support body; the side limiting rod 13 is provided with a plurality of groups, and the plurality of groups of the side limiting rods 13 are respectively and evenly fixedly connected to the outer side of the outer ring support frame 11, so that the outer ring support frame 11 and the inner spiral support frame 12 can form a circumferential stable limit corresponding to the pile hole retaining wall b through the plurality of groups of side limiting rods 13.

[0064] The supporting frame structure 2 includes a central supporting plate 21, an extended supporting rod 22, an annular sliding seat 23 and a transfer transmission rod 24; wherein the central supporting plate 21 is correspondingly supported and arranged at the central lower position of the inner spiral support frame 12; the extended supporting rod 22 is provided with a plurality of strips, one end of each of the plurality of extended supporting rods 22 is evenly fixedly arranged at the outer peripheral side of the central supporting plate 21, and the plurality of extended supporting rods 22 are respectively correspondingly extended and supported at the lower position of the inner spiral support frame 12 and the outer ring support frame 11; the annular sliding seat 23 is provided with a plurality of groups, and a plurality of groups of the annular sliding seat 23 are provided with a plurality of groups of the annular sliding seat 23. The seat 23 and the other end of several of the extended supporting rods 22 are respectively and fixedly connected in a one-to-one corresponding manner, and several groups of the annular sliding seats 23 are respectively displaceably mounted on the outer ring support frame 11; so as to form a bottom support frame body that plays a rotatable supporting role corresponding to the bottom of the spiral support frame body; the rotation transmission rod 24 is fixedly connected to the top center position of the central supporting plate 21, and the rotation transmission rod 24 extends vertically to the upper position of the inner spiral support frame 12, so as to use the rotation transmission rod 24 as the structural basis for the vibration synchronization structure 3 to act on the rotatable bottom support frame to drive the rotation.

[0065] Please continue to refer to Figure 1 and Figure 2 The vibration synchronization structure 3 includes a spiral sliding seat 31, a synchronous sliding sleeve 32 and an adaptive bearing body 33; wherein the spiral sliding seat 31 can be displaceably assembled on the inner spiral support frame 12; a side portion of the synchronous sliding sleeve 32 is transmission-fixedly connected to the spiral sliding seat 31, and the synchronous sliding sleeve 32 is correspondingly arranged to the spiral track formed by the inner spiral support frame 12; the bearing inner ring of the adaptive bearing body 33 is coaxially transmission-fixedly connected to the synchronous sliding sleeve 32, and the inner diameter of the bearing inner ring of the adaptive bearing body 33 is not less than the inner diameter of the channel of the synchronous sliding sleeve 32; it is used to effectively form an operating placement channel for the vibration tool a through the bearing inner ring of the adaptive bearing body 33 and the synchronous sliding sleeve 32, and at the same time, the synchronous sliding sleeve 32 can keep shifting along the spiral track formed by the inner spiral support frame 12 based on the spiral sliding seat 31.

[0066] The transmission connecting rod structure 4 is configured as a multi-stage transmission telescopic rod structure, and the two ends of the transmission connecting rod structure 4 are respectively and one-to-one correspondingly connected to the outer rings of the bearings of the transfer transmission rod 24 and the adaptive bearing body 33, so that when the vibration tool a is driven by external force and the adaptive bearing body 33 and the synchronous sliding sleeve 32 are displaced along the spiral track, the adaptive bearing body 33 can adaptively transmit the displacement kinetic energy to the transfer transmission rod 24 through the transmission connecting rod structure 4, and the transfer transmission rod 24 further drives the transferable bottom support frame to rotate, thereby achieving the bottom support frame on the basis of ensuring the established bottom support performance, effectively avoiding blocking the vibration displacement path of the vibration tool a, and thus making the vibration tool a no longer need to be repeatedly controlled to lift and fall, significantly improving the convenience and practicality of construction operations.

[0067] As a preferred scheme of this embodiment, the transmission frame structure 5 is fixedly assembled at the top position of the spiral sliding seat 31; specifically, the transmission frame structure 5 includes a transmission rod frame 51 and a limit sleeve 52; wherein, the transmission rod frame 51 is vertically extended and fixedly assembled at the top position of the spiral sliding seat 31, and the limit sleeve 52 is fixedly assembled at the top side of the transmission rod frame 51, and the inner channel of the limit sleeve 52 is vertically corresponding to the inner ring of the bearing of the adaptive bearing body 33, so as to further serve as the spiral displacement placement basis of the vibrating tool a based on the adaptive bearing body 33 and the synchronous sliding sleeve 32 with the help of the limit sleeve 52, thereby significantly improving the transmission performance of the vibrating tool a on the vibrating synchronous structure 3 through the action of the force arm, thereby improving the overall operation convenience and functional practicality.

[0068] Please refer to Figures 1 to 4 The embodiment of the present invention further provides an application method of the above-mentioned construction protection framework based on bored pile concrete pouring operation, which specifically includes the following steps:

[0069] The outer ring support frame 11 and the inner spiral support frame 12 in the positioning support frame structure 1 are covered on the pile hole, and a plurality of side limit rods 13 are used to form a circumferential stable limit corresponding to the pile hole retaining wall b;

[0070] The vibrating tool a is sequentially placed on the limiting sleeve 52 in the transmission frame structure 5, the bearing inner ring of the adaptive bearing body 33 in the vibrating synchronous structure 3, and the synchronous sliding sleeve 32;

[0071] Control and start the vibrating tool a, and use external force to drive the vibrating tool a to synchronously drive the adaptive bearing body 33 and the synchronous sliding sleeve 32, so that the adaptive bearing body 33 and the synchronous sliding sleeve 32 are kept shifted along the spiral track formed by the inner spiral support frame 12 based on the sliding guide effect of the spiral sliding seat 31, thereby making the vibrating tool a synchronously shifted along the spiral track formed by the inner spiral support frame 12;

[0072] At the same time, the displacement kinetic energy is adaptively transmitted to the transfer transmission rod 24 in the supporting frame structure 2 through the bearing outer ring of the adaptive bearing body 33 via the transmission connecting rod structure 4, and the transfer transmission rod 24 further drives the central supporting plate 21, the extended supporting rod 22 and the annular sliding seat 23 to rotate along the outer ring support frame 11, so that the supporting frame structure 2 can avoid blocking the vibration displacement path of the vibrating tool a while ensuring the established bottom support performance, thereby enabling the vibrating tool a to complete the spiral linear vibration process.

[0073] Although the present invention has been described in detail above by general description and specific embodiments, it is obvious to those skilled in the art that some modifications or improvements can be made to the present invention. Therefore, these modifications or improvements made without departing from the spirit of the present invention all belong to the scope of protection claimed by the present invention.

Claims

1. A construction protection framework based on bored pile concrete pouring operation, characterized in that: include: The positioning support structure is provided with an inner spiral support, wherein the inner spiral support forms a spiral track, and the spiral track can be used as a spiral linear displacement path of the vibrating tool during the vibrating process; A supporting frame structure, wherein the supporting frame is rotatably arranged at the lower part of the inner spiral support frame; The vibration synchronization structure is displaceably arranged corresponding to the spiral track of the inner spiral support frame. The kinetic energy input end of the vibration synchronization structure is transmission-assembled with a vibration tool, and the kinetic energy output end of the vibration synchronization structure is transmission-assembled and connected with the transfer drive end of the supporting chassis structure.

2. The construction protection framework based on bored pile concrete pouring operation according to claim 1 is characterized in that: The positioning support structure also includes a peripheral ring support and a side limiting rod; The peripheral ring support frame is configured as a ring frame body; The outer end of the inner spiral support is fixedly connected to the inner side of the outer ring support; The side limit rods are provided in a plurality of groups, and the side limit rods in the plurality of groups are respectively and evenly fixedly connected to the peripheral side parts of the peripheral ring support frame.

3. The construction protection framework based on bored pile concrete pouring operation according to claim 2 is characterized in that: The supporting chassis structure includes a central supporting plate and an extended supporting rod; The central supporting plate is correspondingly supported and arranged at the central lower position of the inner spiral support frame; The extension support rods are provided with a plurality of them, one end of each of the extension support rods is evenly fixed to the outer peripheral side of the central support plate, and the plurality of extension support rods are respectively extended and supported at the lower position of the inner spiral support frame and the outer ring support frame; The indexing drive end of the supporting chassis structure is configured as an indexing transmission rod; The transfer transmission rod is fixedly connected to the top center position of the central supporting plate, and the transfer transmission rod vertically extends to the upper position of the inner spiral support frame.

4. The construction protection framework based on bored pile concrete pouring operation according to claim 3 is characterized in that: The supporting chassis structure also includes an annular sliding seat; The annular sliding seats are provided in several groups, and the annular sliding seats in several groups are respectively and one by one correspondingly and transmission-fixedly connected to the other ends of several extending supporting rods, and the annular sliding seats in several groups are respectively displaceably mounted on the outer ring support frame.

5. The construction protection framework based on bored pile concrete pouring operation according to claim 4 is characterized in that: The vibration synchronization structure includes a spiral sliding seat and a synchronous sliding sleeve; The spiral sliding seat is displaceably mounted on the inner spiral support frame; One side of the synchronous sliding sleeve is connected to the spiral sliding seat by transmission fixing, and the synchronous sliding sleeve is correspondingly arranged with the spiral track formed by the inner spiral support frame; The transfer transmission rod and the synchronous sliding sleeve are connected and arranged in a transmission assembly.

6. The construction protection framework based on bored pile concrete pouring operation according to claim 5 is characterized in that: The vibration synchronization structure also includes an adaptive bearing body; The bearing inner ring of the adaptive bearing body is coaxially connected to the synchronous sliding sleeve, and the inner diameter of the bearing inner ring of the adaptive bearing body is not less than the inner diameter of the channel of the synchronous sliding sleeve. The bearing inner ring of the adaptive bearing body and the synchronous sliding sleeve form an operation placement channel for the vibrating tool, so that the vibrating tool can maintain displacement along the spiral track formed by the inner spiral support frame; The bearing outer ring of the adaptive bearing body is connected and fixedly connected to the indexing transmission rod.

7. The construction protection framework based on bored pile concrete pouring operation according to claim 6 is characterized in that: Also includes: The transmission connecting rod structure is set as a multi-stage transmission telescopic rod structure; The two ends of the multi-stage transmission telescopic rod structure are respectively and correspondingly connected and fixedly connected with the indexing transmission rod and the bearing outer ring of the adaptive bearing body.

8. The construction protection framework based on bored pile concrete pouring operation according to claim 7 is characterized in that: Also includes: The transmission frame structure is fixedly assembled at the top position of the vibration synchronization structure, and is used to further serve as the spiral displacement placement basis of the vibration tool based on the vibration synchronization structure and to improve the transmission performance.

9. The construction protection framework based on bored pile concrete pouring operation according to claim 8 is characterized in that: The transmission stand structure includes a transmission rod frame and a limiting sleeve seat; The transmission rod frame is vertically extended and fixedly connected to the top position of the spiral sliding seat, the limiting sleeve is fixedly assembled on one side of the top end of the transmission rod frame, and the inner channel of the limiting sleeve is vertically corresponding to the inner ring of the bearing of the adaptive bearing body.

10. An application method of the construction protection framework based on bored pile concrete pouring operation according to claim 9, characterized in that: The steps include: The outer ring support frame and the inner spiral support frame in the positioning support frame structure are covered on the pile hole, and a plurality of sets of side limit rods are used to form a circumferential stable limit corresponding to the pile hole protective wall; The vibrating tool is sequentially placed on the limit sleeve seat in the transmission frame structure, the bearing inner ring of the adaptive bearing body in the vibrating synchronous structure and the synchronous sliding sleeve; The vibrating tool is controlled to start, and the vibrating tool is driven by external force to synchronously drive the adaptive bearing body and the synchronous sliding sleeve, so that the adaptive bearing body and the synchronous sliding sleeve keep shifting along the spiral track formed by the inner spiral support frame based on the sliding guiding effect of the spiral sliding seat, thereby making the vibrating tool synchronously shift along the spiral track formed by the inner spiral support frame; at the same time, the displacement kinetic energy is adaptively transmitted to the transfer transmission rod in the supporting frame structure through the bearing outer ring of the adaptive bearing body via the transmission connecting rod structure, and the transfer transmission rod further drives the central supporting plate, the extended supporting rod and the annular sliding seat to rotate along the outer annular support frame, so that the supporting frame structure can avoid blocking the vibration displacement path of the vibrating tool on the basis of ensuring the established bottom support performance, thereby realizing that the vibrating tool can complete the spiral linear vibration process.

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