CN218952159U

CN218952159U - Building pile

Info

Publication number: CN218952159U
Application number: CN202222755867.0U
Authority: CN
Inventors: 张建英
Original assignee: Suzhou Honglu Construction Co ltd
Current assignee: Suzhou Honglu Construction Co ltd
Priority date: 2022-10-19
Filing date: 2022-10-19
Publication date: 2023-05-02
Anticipated expiration: 2032-10-19

Abstract

The utility model relates to the technical field of constructional engineering, in particular to a building pile. Including pouring the stake, the outside of pouring the stake is provided with the subassembly of preventing inclining, and the upper end sliding connection of pouring the stake has out the mud lid, goes out the inboard center department rotation of mud lid and is connected with the axis of rotation, and the output outside of axis of rotation just is located the inboard of pouring the stake and is provided with helical blade, and the output of axis of rotation just is located helical blade's lower extreme and is provided with digs the subassembly, and the output of axis of rotation just is located helical blade's upper end and is provided with out mud subassembly. According to the utility model, through the cooperation design of multiple structures, the device can stably convey the soil carried out during pile driving holes, ensure that the carried soil is normally conveyed from the soil outlet box, reduce the construction difficulty of the carried soil because of scattered accumulation around the pile holes, and prevent the inclination of the device due to wet and slippery soil during pile driving holes by the structural cooperation design of the inclination prevention assembly, so that the construction difficulty and cost are reduced.

Description

Building pile

Technical Field

The utility model relates to the technical field of constructional engineering, in particular to a building pile.

Background

The building pile foundation consists of a foundation pile and a bearing platform connected with the pile top, wherein if the pile body is fully buried in soil, the bottom surface of the bearing platform is contacted with the soil body, the building pile foundation is called a low bearing platform pile foundation, and if the upper part of the pile body is exposed out of the ground and the bottom of the bearing platform is positioned above the ground, the building pile foundation is called a high bearing platform pile foundation. The building pile foundation is typically a low pile cap pile foundation. The method is widely applied to projects such as high-rise buildings, bridges, high-speed rails and the like;

an engineering building pile with a publication number of CN216809852U solves the technical problems that the prior building pile is relatively time-consuming and labor-consuming in operation and is inconvenient for the secondary recycling of the wooden piles, but does not solve the technical problems that the prior building pile can accumulate the carried soil randomly during pile hole driving, so that the carried soil is pushed around the driven pile hole to increase the construction difficulty;

in summary, the following technical problems exist in the prior art: the existing building pile is capable of piling up the carried soil at will when piling up the pile hole, so that the carried soil is pushed around the pile hole, and the construction difficulty is increased.

Disclosure of Invention

The utility model aims to provide a building pile, which aims at the technical problems: the existing building pile is capable of accumulating the carried soil at will when piling up the pile hole, so that the carried soil is pushed around the pile hole, and the construction difficulty is increased.

In order to solve the technical problems, the utility model adopts the following technical scheme:

the utility model provides a building pile, includes the pouring pile, the outside of pouring pile is provided with the subassembly that prevents inclining, the upper end sliding connection of pouring pile has out the mud lid, it is connected with the axis of rotation to go out the inboard center department rotation of mud lid, the upper end of axis of rotation runs through out the mud lid and is located out the upper end of mud lid, the lower extreme of axis of rotation is located the inboard center department of pouring pile and extends to the bottom of pouring the pile, the outside of axis of rotation just is located the inboard of pouring the pile and is provided with helical blade, helical blade's one end is fixed with the outside of axis of rotation, helical blade's the other end is laminated with the inboard of pouring the pile mutually, the lower extreme of axis of rotation just is located helical blade's lower extreme and is provided with the excavation subassembly, the axis of rotation is close to the one end of going out the mud lid and is located and helical blade's upper end is provided with out the mud subassembly.

Preferably, four second fixing blocks are fixed on the outer side of the upper end of the pouring pile, limiting holes are formed in one side, far away from the pouring pile, of each second fixing block, first fixing blocks are fixed on the outer side of the lower end of the mud outlet cover and at positions corresponding to the second fixing blocks, and a screw is connected between each first fixing block and each second fixing block in a threaded mode.

Preferably, the anti-tilting assembly comprises a slide disc, a connecting block, fixing columns, a pull rod and a spring, wherein the slide disc is slidably connected to the outer side of the pouring pile, four connecting blocks are fixedly arranged on the outer side of the slide disc, each connecting block is slidably connected with the fixing columns on the inner side, four clamping grooves are formed in the inner side of the slide disc, the pull rod is arranged at the position, corresponding to the clamping grooves, of the outer side of the slide disc, one end of the pull rod penetrates through the slide disc and is slidably connected with the slide disc, a spring is arranged between the pull rod and the slide disc, one end of the spring is fixed with the pull rod, and the other end of the spring is fixed with the slide disc.

Preferably, the excavating component comprises a mud scraping blade and mud digging teeth, four mud scraping blades are fixed at the lower end of the rotating shaft and positioned at the lower end of the spiral blade, and five mud digging teeth are fixed at the lower end of each mud scraping blade.

Preferably, the mud subassembly includes out mud blade, goes out mud box and gyro wheel, the output of axis of rotation just is located helical blade's upper end and is fixed with four and goes out mud blade, go out the outside of mud lid and seted up out the mud hole, go out the outside of mud lid and be fixed with out the mud box with the position that goes out the mud hole corresponds, go out the inboard bottom rotation of mud box and be connected with the several gyro wheel.

Preferably, the mud digging teeth are made of alloy materials.

It can be clearly seen that the technical problems to be solved by the present application must be solved by the above-mentioned technical solutions of the present application.

Meanwhile, through the technical scheme, the utility model has at least the following beneficial effects:

through the cooperation design of many structures for the device can carry out stability to the earth of taking out when piling the hole, ensures that the earth of taking out is normally exported from going out the mud box, reduces the earth of taking out and piles up the construction degree of difficulty around piling the hole because of scattering, has also reduced constructor's potential safety hazard, and through the structural fit design of preventing inclining the subassembly, makes the device when piling the hole, can not lead to this device slope because earth wet and slippery, reduces the degree of difficulty and the cost of construction.

Drawings

In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings required for the description of the embodiments will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present utility model, and other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.

FIG. 1 is a schematic diagram of the overall structure of the present utility model;

FIG. 2 is a schematic view of an anti-tilting assembly according to the present utility model;

FIG. 3 is a schematic view of the construction of the excavating assembly of the present utility model;

FIG. 4 is a schematic view of the construction of the mud discharging assembly of the present utility model.

In the figure: 1. pouring piles; 2. a slide plate; 3. a connecting block; 4. fixing the column; 5. a pull rod; 6. a spring; 7. a mud cover is arranged; 8. a rotating shaft; 9. a helical blade; 10. mud scraping blades; 11. mud tooth growing up; 12. mud discharging blades; 13. a mud box; 14. a roller; 15. a first fixed block; 16. a second fixed block; 17. and (3) a screw.

Detailed Description

The present utility model will be described in further detail with reference to the drawings and examples, in order to make the objects, technical solutions and advantages of the present utility model more apparent. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the scope of the utility model.

Referring to fig. 1-4, a building pile comprises a casting pile 1, wherein the upper end of the casting pile 1 is slidably connected with a mud outlet cover 7, a rotating shaft 8 is rotatably connected to the center of the inner side of the mud outlet cover 7, for convenience of mechanical connection with external rotation, the upper end of the rotating shaft 8 penetrates through the mud outlet cover 7 and is positioned at the upper end of the mud outlet cover 7, the lower end of the rotating shaft 8 is positioned at the center of the inner side of the casting pile 1 and extends to the bottom end of the casting pile 1, for convenience of conveying excavated mud to the direction of the mud outlet cover 7, a spiral blade 9 is arranged on the outer side of the rotating shaft 8 and positioned on the inner side of the casting pile 1, one end of the spiral blade 9 is fixed with the outer side of the rotating shaft 8, and the other end of the spiral blade 9 is attached to the inner side of the casting pile 1;

in order to facilitate the limiting of the pouring pile 1, four second fixing blocks 16 are fixed on the outer side of the upper end of the pouring pile 1, limiting holes are formed in one side, far away from the pouring pile 1, of each second fixing block 16, first fixing blocks 15 are fixed on the outer side of the lower end of the mud cover 7 and at positions corresponding to the second fixing blocks 16, and screw rods 17 are connected between the first fixing blocks 15 and the second fixing blocks 16 in a threaded mode;

in order to facilitate the device to keep stable and not topple over during construction, the outer side of the pouring pile 1 is provided with an anti-toppling component;

specifically, the anti-tilting assembly comprises a slide plate 2, connecting blocks 3, fixing columns 4, a pull rod 5 and springs 6, wherein the slide plate 2 is slidably connected to the outer side of the pouring pile 1 for conveniently limiting the pouring pile 1 in construction, four connecting blocks 3 are fixedly arranged on the outer side of the slide plate 2, the slide plate 2 is conveniently limited, the fixing columns 4 are slidably connected to the inner side of each connecting block 3, four clamping grooves are formed in the inner side of the slide plate 2 for conveniently limiting the pouring pile 1, the pull rod 5 is arranged on the outer side of the slide plate 2 corresponding to the clamping grooves, one end of the pull rod 5 penetrates through the slide plate 2 and is slidably connected with the slide plate 2, the pull rod 5 and the slide plate 2 are automatically reset after the pull rod 5 is conveniently pulled, the springs 6 are arranged between the pull rod 5 and the slide plate 2, one ends of the springs 6 are fixed with the pull rod 5, and the other ends of the springs 6 are fixed with the slide plate 2;

in order to facilitate the excavation of soil below the device, the lower end of the rotating shaft 8 and the lower end of the helical blade 9 are provided with an excavating component;

specifically, the excavating component comprises mud scraping blades 10 and mud digging teeth 11, in order to conveniently scrape the soil and broken stone in the soil, four mud scraping blades 10 are fixed at the lower end of the rotating shaft 8 and the lower end of the spiral blade 9, five mud digging teeth 11 are fixed at the lower end of each mud scraping blade 10, and the mud digging teeth 11 are made of alloy materials;

in order to facilitate the collection of the soil carried out by construction, a mud outlet assembly is arranged at the upper end of the rotating shaft 8, which is close to one end of the mud outlet cover 7 and is positioned with the spiral blade 9;

the mud discharging assembly comprises mud discharging blades 12, mud discharging boxes 13 and rollers 14, in order to conveniently convey mud of the rotating shaft 8 to the inner side of the mud discharging cover 7 to the outside of the device, four mud discharging blades 12 are fixed at the lower end of the rotating shaft 8 and the upper end of the spiral blade 9, mud discharging holes are formed in the outer side of the mud discharging cover 7, the mud discharging boxes 13 are fixed at positions, corresponding to the mud discharging holes, of the outer side of the mud discharging cover 7, and the rollers 14 are rotatably connected to the bottom end of the inner side of the mud discharging boxes 13;

from the above, it can be seen that:

the utility model aims at the technical problems that: the existing building pile is capable of accumulating the carried soil at will when piling up the pile hole, so that the carried soil is pushed around the pile hole, and the construction difficulty is increased; the technical scheme of each embodiment is adopted. Meanwhile, the implementation process of the technical scheme is as follows:

when using this device to carry out the stake hole, at first, connect outside rotation machinery with the upper end of axis of rotation 8, and then confirm the construction position according to the construction line that the constructor is drawn, through placing slide plate 2 on the position that needs the stake hole and fix a position, and then insert the inboard of connecting block 3 respectively with fixed column 4, through beating fixed column 4 to the direction of connecting block 3, make the lower extreme of fixed column 4 submerge in earth, and then spacing slide plate 2, after slide plate 2 is spacing to accomplish, and then will pour the lower extreme of stake 1 and place in the inboard of slide plate 2, through starting rotation machinery, drive and scrape mud blade 10 and rotate, and then grow mud tooth 11 and scrape the earth of contact, through scrape mud blade 10 and will grow mud tooth 11 and scrape the earth of moving to the direction of rotating spiral blade 9, and then make spiral blade 9 carry the inboard that mud got into out mud lid 7, in the inboard that goes out mud blade 12 through the pivoted and carries earth to out the gyro wheel of mud box 13, and then convey earth to the outside of this device through 14.

After the pile hole is excavated to a required position, four pull rods 5 are pulled in the direction away from the sliding disc 2, so that the pull rods 5 are far away from the clamping groove on the inner side of the sliding disc 2, the second fixed block 16 is placed in the clamping groove on the inner side of the sliding disc 2, the limit of the casting pile 1 is released by rotating the screw 17 in the direction away from the sliding disc 2, the pull rods 5 are loosened, the pull rods 5 slide into the limit holes on the inner side of the second fixed block 16 to limit the casting pile 1 through the elastic property of the springs 6, the mud outlet cover 7 for releasing the limit is separated from the casting pile 1, a reinforcement cage is placed in the casting pile 1, and concrete is cast in to finish construction;

through above-mentioned setting, this application must solve above-mentioned technical problem, simultaneously, realizes following technical effect:

through the cooperation design of many structures for the device can carry out stability to the earth of taking out when piling the hole, ensures that the earth of taking out is normally carried from going out the mud box, reduces the earth of taking out and increases the construction degree of difficulty because of scattering and piling up around the stake hole, has also reduced constructor's potential safety hazard, and through the structural fit design of preventing inclining the subassembly, makes the device when piling the hole, can not lead to this device slope because earth wet and slippery, reduces the degree of difficulty and the cost of construction.

The foregoing has shown and described the basic principles, principal features and advantages of the utility model. It will be understood by those skilled in the art that the present utility model is not limited to the embodiments described above, and that the above embodiments and descriptions are merely illustrative of the principles of the present utility model, and various changes and modifications may be made therein without departing from the spirit and scope of the utility model, which is defined by the appended claims. The scope of the utility model is defined by the appended claims and equivalents thereof.

Claims

1. The utility model provides a building pile, includes pouring pile (1), its characterized in that, the outside of pouring pile (1) is provided with anti-roll component, the upper end sliding connection of pouring pile (1) has out mud cap (7), the center department rotation that goes out mud cap (7) inboard is connected with axis of rotation (8), the upper end of axis of rotation (8) runs through out mud cap (7) and is located the upper end that goes out mud cap (7), the lower extreme of axis of rotation (8) is located the center department of pouring pile (1) inboard and extends to the bottom of pouring pile (1), the outside of axis of rotation (8) just is located the inboard of pouring pile (1) and is provided with helical blade (9), the one end of helical blade (9) is fixed with the outside of axis of rotation (8), the other end of helical blade (9) is laminated with the inboard of pouring pile (1), the lower extreme of axis of rotation (8) just being located helical blade (9) is provided with digs the subassembly, axis of rotation (8) are close to the one end of mud cap (7) and are located helical blade (9) and go out the assembly.

2. A building pile according to claim 1, characterized in that the outer side of the upper end of the casting pile (1) is fixed with four second fixing blocks (16), one side of each second fixing block (16) far away from the casting pile (1) is provided with a limiting hole, the outer side of the lower end of the mud outlet cover (7) and the position corresponding to each second fixing block (16) are fixed with first fixing blocks (15), and a screw (17) is connected between each first fixing block (15) and each second fixing block (16) in a threaded manner.

3. The building pile according to claim 1, wherein the anti-tilting assembly comprises a slide plate (2), connecting blocks (3), fixing columns (4), a pull rod (5) and springs (6), the slide plate (2) is slidably connected to the outer side of the pouring pile (1), four connecting blocks (3) are fixedly arranged on the outer side of the slide plate (2), the fixing columns (4) are slidably connected to the inner sides of the connecting blocks (3), four clamping grooves are formed in the inner sides of the slide plate (2), the pull rod (5) is arranged on the outer side of the slide plate (2) and at positions corresponding to the clamping grooves, one end of the pull rod (5) penetrates through the slide plate (2) and is slidably connected with the slide plate (2), the springs (6) are arranged between the pull rod (5) and the slide plate (2), one ends of the springs (6) are fixedly connected with the pull rod (5), and the other ends of the springs (6) are fixedly connected with the slide plate (2).

4. A building pile according to claim 1, characterized in that the excavating component comprises a mud scraping blade (10) and a mud digging tooth (11), four mud scraping blades (10) are fixed at the lower end of the rotating shaft (8) and at the lower end of the spiral blade (9), and five mud digging teeth (11) are fixed at the lower end of each mud scraping blade (10).

5. The building pile according to claim 1, wherein the mud outlet assembly comprises a mud outlet blade (12), a mud outlet box (13) and rollers (14), the output end of the rotating shaft (8) is fixedly provided with four mud outlet blades (12) at the upper end of the spiral blade (9), a mud outlet hole is formed in the outer side of the mud outlet cover (7), the mud outlet box (13) is fixedly arranged in the outer side of the mud outlet cover (7) and at a position corresponding to the mud outlet hole, and a plurality of rollers (14) are rotatably connected to the bottom end of the inner side of the mud outlet box (13).

6. A building pile according to claim 4, characterised in that the driving teeth (11) are of an alloy material.