CN212001056U - Anti-seismic building pile - Google Patents

Anti-seismic building pile Download PDF

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Publication number
CN212001056U
CN212001056U CN202020258811.2U CN202020258811U CN212001056U CN 212001056 U CN212001056 U CN 212001056U CN 202020258811 U CN202020258811 U CN 202020258811U CN 212001056 U CN212001056 U CN 212001056U
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steel
rod
reinforcing unit
pole
mounting seat
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CN202020258811.2U
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黄玉芳
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Individual
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Abstract

The utility model discloses an anti-seismic building pile, which comprises a mounting seat, a bottom reinforcing unit, an inner reinforcing unit, an oblique steel bar and an outer reinforcing unit; a mounting seat: the mounting seat is of a circular steel ring structure, and three fixing rods are arrayed on the inner side face of the mounting seat; a bottom reinforcing unit: the bottom reinforcing unit comprises rotating rods, rotating shafts, sleeves and spiral fan blades, the sleeve is arranged in the middle of each fixing rod, the rotating shaft is rotatably connected in each sleeve, the rotating rod is arranged at the top end of each rotating shaft, and the spiral fan blades are arranged on the side surface of the rotating shaft below each sleeve; an inner reinforcing unit: interior reinforcement unit contains interior steel ring and interior perpendicular steel pole, the side array of mount pad has interior perpendicular steel pole, and this antidetonation type building pile not only is difficult to the fracture when the earthquake, can prevent that the roll from breaking away from the soil layer, and it is strong to grab the land fertility moreover, and the reliability is high.

Description

Anti-seismic building pile
Technical Field
The utility model relates to an antidetonation type building technical field specifically is an antidetonation type building pile.
Background
The pile foundation is a foundation form with high bearing capacity, wide application range and long history, along with the improvement of production level and the development of scientific technology, the type, process, design theory, calculation method and application range of the pile foundation are greatly developed, and the pile foundation is widely applied to projects such as high-rise buildings, ports, bridges and the like;
the pile foundation is a deep foundation which combines the tops of a plurality of piles into a whole through a bearing platform and bears dynamic and static loads together, the piles are vertical or inclined foundation components arranged in soil and are used for penetrating through a soft high-compressibility soil layer or water and transmitting the loads borne by the piles to a harder, denser or less compressible foundation bearing layer, and the piles in the pile foundation are generally called foundation piles;
building pile all adopts concrete to pour into a mould and forms, and current building is generally cylindric, and this kind of shape is easy when taking place the earthquake, rocks about easy moreover to grab the land fertility not strong, when the earthquake, the reliability is low.
SUMMERY OF THE UTILITY MODEL
The to-be-solved technical problem of the utility model is to overcome current defect, provide an antidetonation type building pile, when the earthquake, not only be difficult to the fracture, can prevent that the roll from breaking away from the soil layer, grab the land fertility moreover strong, the reliability is high, can effectively solve the problem in the background art.
In order to achieve the above object, the utility model provides a following technical scheme: an anti-seismic building pile comprises a mounting seat, a bottom reinforcing unit, an inner reinforcing unit, an inclined steel inserting rod and an outer reinforcing unit;
a mounting seat: the mounting seat is of a circular steel ring structure, and three fixing rods are arrayed on the inner side face of the mounting seat;
a bottom reinforcing unit: the bottom reinforcing unit comprises rotating rods, rotating shafts, sleeves and spiral fan blades, the sleeve is arranged in the middle of each fixing rod, the rotating shaft is rotatably connected in each sleeve, the rotating rod is arranged at the top end of each rotating shaft, and the spiral fan blades are arranged on the side surface of the rotating shaft below each sleeve;
an inner reinforcing unit: the inner reinforcing unit comprises an inner steel ring and an inner vertical steel rod, the inner vertical steel rod is arrayed on the side surface of the mounting seat, the inner steel ring is arrayed on the side surface of the inner vertical steel rod, and the inner vertical steel rod and the inner steel ring are welded;
inserting a steel rod obliquely: the intersection of the inner steel ring and the inner vertical steel rod is welded with one end of the inclined steel insertion rod, and each inclined steel insertion rod is correspondingly arranged at the intersection of each inner steel ring and the inner vertical steel rod;
an external reinforcement unit: the outer reinforcement unit contains outer steel ring and erects the steel pole outward, the outside of reinforcement unit is established in to the outer reinforcement unit, and the side of every steel pole is inserted to one side and is erected the steel pole welding outward, and erect the steel pole outward and erect the steel pole parallel with interior, the side array of erecting the steel pole outward has outer steel ring, and the side of outer steel ring with erect the side of steel pole outward and insert the side welding of steel pole to one side.
Further, still include a top steel mesh, the top steel mesh sets up including strengthening the unit and the top of strengthening the unit outward, and the side welding of the side of interior perpendicular steel pole and outer perpendicular steel pole and top steel mesh, and the top steel mesh makes in the interior perpendicular steel pole with erect and be connected more firmly between the steel pole outward.
Further, still including consolidating the awl pole, consolidate the side top of awl pole and the side welding of top steel mesh, and consolidate the awl pole and at the bottom array of top steel mesh, consolidate the awl pole and erect the steel pole parallel with interior, consolidate the effect of awl pole and mainly play supplementary fixed action, prevent to rock about when the earthquake and break away from the bottom surface.
Furthermore, the surfaces of the mounting seat, the bottom reinforcing unit, the inner reinforcing unit, the inclined steel insertion rod and the outer reinforcing unit are uniformly coated with antirust paint, and the antirust paint mainly plays a role in protecting components and preventing rusting.
Furthermore, cement is poured into the outer reinforcing unit, the mounting seat and the inner reinforcing unit are wrapped inside the outer reinforcing unit, and the outer reinforcing unit is safe and reliable due to the adoption of traditional cement pouring.
Compared with the prior art, the beneficial effects of the utility model are that: this antidetonation type building pile has following benefit:
1. the anti-seismic building pile is formed by combining the inner reinforcing unit and the outer reinforcing unit and pouring a double-layer steel structure, the structure is not easy to break when an earthquake occurs, and the provided reinforcing taper rod can prevent violent shaking from separating from a soil layer when the earthquake occurs;
2. according to the anti-seismic building pile, the spiral fan blades of the reinforcing units are screwed in the soil, so that the ground grabbing force is enhanced, the soil into which the obliquely inserted steel rods are inserted is provided, the ground grabbing force is further enhanced, and the anti-seismic building pile has high reliability;
3. this antidetonation type building pile, when the earthquake, not only be difficult to the fracture, can prevent that the roll from breaking away from the soil layer, grab the land fertility moreover and reinforce, the reliability is high.
Drawings
FIG. 1 is a schematic structural view of the present invention;
fig. 2 is the utility model discloses bottom reinforcement unit, interior reinforcement unit and outer reinforcement unit structure sketch map.
In the figure: the steel wire rope fixing device comprises an installation seat 1, a bottom reinforcing unit 2, a rotating rod 21, a rotating shaft 22, a sleeve 23, a spiral fan blade 24, an inner reinforcing unit 3, an inner steel ring 31, an inner vertical steel rod 32, an inclined steel inserting rod 4, an outer reinforcing unit 5, an outer steel ring 51, an outer vertical steel rod 52, a steel mesh 6, a reinforcing taper rod 7 and a fixing rod 8.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-2, the present invention provides a technical solution: an anti-seismic building pile comprises a mounting seat 1, a bottom reinforcing unit 2, an inner reinforcing unit 3, an inclined steel inserting rod 4 and an outer reinforcing unit 5;
mounting seat 1: the mounting seat 1 is of a circular steel ring structure, and three fixing rods 8 are arrayed on the inner side face of the mounting seat 1;
bottom reinforcing unit 2: the bottom reinforcing unit 2 comprises rotating rods 21, rotating shafts 22, sleeves 23 and spiral blades 24, the sleeve 23 is arranged in the middle of each fixing rod 8, the rotating shaft 22 is rotatably connected in each sleeve 23, the rotating rod 21 is arranged at the top end of each rotating shaft 22, and the spiral blades 24 are arranged on the side surfaces of the rotating shafts 22 below each sleeve 23;
the inner reinforcement unit 3: the inner reinforcing unit 3 comprises an inner steel ring 31 and an inner vertical steel rod 32, the inner vertical steel rod 32 is arrayed on the side surface of the mounting seat 1, the inner steel ring 31 is arrayed on the side surface of the inner vertical steel rod 32, and the inner vertical steel rod 32 and the inner steel ring 31 are welded;
oblique steel rod 4: the intersection of the inner steel ring 31 and the inner vertical steel rod 32 is welded with one end of the inclined steel insertion rod 4, and each inclined steel insertion rod 4 is correspondingly arranged at the intersection of each inner steel ring 31 and the inner vertical steel rod 32;
the outer reinforcement unit 5: the outer reinforcing unit 5 comprises an outer steel ring 51 and an outer vertical steel rod 52, the outer reinforcing unit 5 is arranged on the outer side of the inner reinforcing unit 3, the side surface of each inclined inserted steel rod 4 is welded with the outer vertical steel rod 52, the outer vertical steel rod 52 is parallel to the inner vertical steel rod 32, the outer steel ring 51 is arrayed on the side surface of the outer vertical steel rod 52, the side surface of the outer steel ring 51 is welded with the side surface of the outer vertical steel rod 52 and the side surface of the inclined inserted steel rod 4, the steel roof net 6 is further included, the steel roof net 6 is arranged on the top portions of the inner reinforcing unit 3 and the outer reinforcing unit 5, the side surfaces of the inner vertical steel rod 32 and the outer vertical steel rod 52 are welded with the side surface of the steel roof net 6, the steel roof net 6 enables the connection between the inner vertical steel rod 32 and the outer vertical steel rod 52 to be firmer, the reinforcing conical rod 7 is further included, the top portion of the side surface of the reinforcing conical rod 7 is welded with the side surface of the steel roof net 6, the reinforcing conical rod 7 is arrayed on the bottom portion, consolidate awl pole 7's effect is mainly for playing supplementary fixed action, prevent to rock about when the earthquake and break away from the bottom surface, mount pad 1 and bottom reinforcement unit 2, interior reinforcement unit 3, insert steel pole 4 and outer reinforcement unit 5's surface evenly and have painted anti-rust paint, anti-rust paint's effect is mainly protection and part, prevent to rust, the inside pouring of outer reinforcement unit 5 has cement, and cement is in inside with mount pad 1 and the 3 parcel of interior reinforcement unit, adopt traditional cement to pour, safety and reliability.
When in use: when the foundation pit is installed, firstly, a foundation pit is dug in advance at an construction site, then, the foundation pit is installed, firstly, the fixing rod 8 is welded in the base 1, then the sleeve 23 is welded in the middle of the fixing rod 8, then the spiral fan blade 24 is welded on the side surface of the rotating shaft 22, then the rotating shaft 22 is sleeved in the sleeve 23, then the rotating shaft 21 is welded on the top of the rotating shaft 22, then the inner vertical steel rod 32 is welded on the side surface of the base 1, then the inner steel ring 31 is welded on the outer side surface of the inner vertical steel rod 32, then the welded part is installed in the foundation pit, then the rotating shaft 21 is rotated to enable the spiral fan blade 24 at the bottom to be inserted into the soil, the outer edge is reserved in the middle of the foundation pit to be placed, the outer edge is used for placing the outer reinforcing unit 5, then the outer vertical steel rod 52 and the outer steel ring 51 of, then, the obliquely inserted steel rod 4 is attached to the inner inserted steel ring 31, the inner vertical steel rod 32 and the outer vertical steel rod 52 are inserted into the side wall of the foundation pit, welding is performed between the two steel rods, then the top of the foundation pit is welded, the reinforcing conical rod 7 is attached to the top of the foundation pit and inserted around the top of the foundation pit, welding is performed between the reinforcing conical rod 7 and the top of the steel net 6, and then pouring is performed, the provided inner reinforcing unit 3 and the outer reinforcing unit 5 are combined and formed by pouring of double-layer steel structures, the structure is not prone to breaking during earthquakes, the provided reinforcing conical rod 7 can be prevented from shaking violently to be separated from the soil layer during earthquakes, the spiral fan blades 24 of the reinforcing unit 2 are screwed inside the soil, the ground holding force is enhanced, the.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (5)

1. An antidetonation type building pile which characterized in that: the device comprises a mounting seat (1), a bottom reinforcing unit (2), an inner reinforcing unit (3), an inclined steel inserting rod (4) and an outer reinforcing unit (5);
mounting seat (1): the mounting seat (1) is of a circular steel ring structure, and three fixing rods (8) are arrayed on the inner side face of the mounting seat (1);
bottom reinforcement unit (2): the bottom reinforcing unit (2) comprises rotating rods (21), rotating shafts (22), sleeves (23) and spiral fan blades (24), the sleeve (23) is arranged in the middle of each fixing rod (8), the rotating shafts (22) are rotatably connected in each sleeve (23), the rotating rod (21) is arranged at the top end of each rotating shaft (22), and the spiral fan blades (24) are arranged on the side surfaces of the rotating shafts (22) below the sleeves (23);
inner reinforcement unit (3): the inner reinforcing unit (3) comprises an inner steel ring (31) and an inner vertical steel rod (32), the inner vertical steel rod (32) is arrayed on the side face of the mounting seat (1), the inner steel ring (31) is arrayed on the side face of the inner vertical steel rod (32), and the inner vertical steel rod (32) and the inner steel ring (31) are welded;
oblique steel pole (4): the intersection of the inner steel ring (31) and the inner vertical steel rod (32) is welded with one end of the inclined steel insertion rod (4), and each inclined steel insertion rod (4) is correspondingly arranged at the intersection of each inner steel ring (31) and the inner vertical steel rod (32);
outer reinforcement unit (5): the outer reinforcement unit (5) contains outer steel ring (51) and outer perpendicular steel pole (52), the outside of reinforcing unit (3) in establishing is consolidated in outer reinforcement unit (5), and the side of every oblique insertion steel pole (4) with erect steel pole (52) welding outward, and erect steel pole (52) outward and erect steel pole (32) parallel with interior, the side array of outer perpendicular steel pole (52) has outer steel ring (51), and the side of outer steel ring (51) with the side of outer perpendicular steel pole (52) and the side welding of oblique insertion steel pole (4).
2. An earthquake-resistant building pile according to claim 1, characterized in that: the steel reinforcement structure is characterized by further comprising a top steel mesh (6), wherein the top steel mesh (6) is arranged at the tops of the inner reinforcement unit (3) and the outer reinforcement unit (5), and the side faces of the inner vertical steel rod (32) and the outer vertical steel rod (52) are welded with the side face of the top steel mesh (6).
3. An earthquake-resistant building pile according to claim 2, characterized in that: still including consolidating awl pole (7), consolidate the side top of awl pole (7) and the side welding of top steel net (6), and consolidate awl pole (7) in the bottom array of top steel net (6), it is parallel with interior vertical steel pole (32) to consolidate awl pole (7).
4. An earthquake-resistant building pile according to claim 1, characterized in that: antirust paint is uniformly coated on the surfaces of the mounting seat (1), the bottom reinforcing unit (2), the inner reinforcing unit (3), the inclined steel inserting rod (4) and the outer reinforcing unit (5).
5. An earthquake-resistant building pile according to claim 1, characterized in that: and cement is poured into the outer reinforcing unit (5), and the mounting seat (1) and the inner reinforcing unit (3) are wrapped inside by the cement.
CN202020258811.2U 2020-03-05 2020-03-05 Anti-seismic building pile Active CN212001056U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020258811.2U CN212001056U (en) 2020-03-05 2020-03-05 Anti-seismic building pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020258811.2U CN212001056U (en) 2020-03-05 2020-03-05 Anti-seismic building pile

Publications (1)

Publication Number Publication Date
CN212001056U true CN212001056U (en) 2020-11-24

Family

ID=73424093

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202020258811.2U Active CN212001056U (en) 2020-03-05 2020-03-05 Anti-seismic building pile

Country Status (1)

Country Link
CN (1) CN212001056U (en)

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