CN215165467U

CN215165467U - Foundation treatment reinforcing pile with protection function

Info

Publication number: CN215165467U
Application number: CN202120912808.2U
Authority: CN
Inventors: 杨沐霖; 罗国恒; 彭玲; 潘意
Original assignee: Individual
Current assignee: Individual
Priority date: 2021-04-29
Filing date: 2021-04-29
Publication date: 2021-12-14
Anticipated expiration: 2031-04-29

Abstract

The utility model discloses a ground treatment reinforcing pile with safeguard function relates to engineering construction ground reinforcement technical field. The utility model discloses a pile body, the top surface of pile body are provided with and are used for carrying out the bradyseism mechanism that bradyseism to the hammering pile body, and a plurality of evenly distributed's logical groove is seted up to the surface of pile body, and the bottom of pile body has the installation piece through direction clamping mechanism joint. The utility model discloses a bradyseism mechanism can carry out the bradyseism to the pile body, reduce the damage to the pile body when hammering the pile body and put the hole bottom, can carry out the effect of leading to the pile body through direction latch mechanism, and can make pile body and installation piece joint together, and then take place the dislocation when avoiding hammering the pile body, make the pile body keep in the tram, in addition can flow out the pile body and the contact of hole inner wall with a part of concrete of filling through the logical groove of this device, can fill the space, can increase the area of contact between pile body and the earth again, reduce the possibility of collapsing to a certain extent.

Description

Foundation treatment reinforcing pile with protection function

Technical Field

The utility model belongs to the technical field of engineering building ground consolidates, especially relate to a ground treatment reinforcing pile with safeguard function.

Background

When the load of the engineering structure is large, the foundation soil is soft and weak and can not be used as a natural foundation, various manual reinforcement treatment methods can be adopted according to different conditions so as to improve the foundation property, improve the bearing capacity, increase the stability, reduce the foundation deformation and the foundation embedding depth, the foundation reinforcement principle is that the soil is changed from loose to solid and the water content of the soil is changed from high to low, and the aim of foundation reinforcement can be achieved, and various reinforcement methods such as a mechanical rolling method, a heavy hammer tamping method, a compaction pile method, a chemical reinforcement method, a pre-compaction method, a deep layer stirring method and the like in engineering practice are started from the reinforcement principle.

The installation of ground processing reinforcing pile often drills earlier to suitable degree of depth with auger drilling machine earlier, clears up unnecessary earth, places ground processing reinforcing pile, and the workman utilizes instrument hammering ground processing reinforcing pile to bottom, and the filling again at last, and current ground processing reinforcing pile exists certain not enoughly: the reinforcing pile is handled to hammering foundation causes certain damage easily, causes the reinforcing bar in the reinforcing pile is handled to the foundation to expose, and the in-process of foundation treatment reinforcing pile in addition lacks corresponding direction at the hammering, has the condition that the pile position is improper to the foundation treatment, and the contact surface of current foundation treatment reinforcing pile and earth is less, and the contact is firm inadequately, has the hidden danger that the collapse appears.

In order to solve the problem, the utility model provides a ground treatment reinforcing pile with safeguard function.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a ground treatment reinforcing pile with safeguard function solves the problem that current ground treatment reinforcing pile hammering lacks corresponding direction when impaired easily and hammering.

In order to solve the technical problem, the utility model discloses a realize through following technical scheme:

the utility model relates to a ground treatment reinforcing pile with safeguard function, including the pile body, the top surface of pile body is provided with the bradyseism mechanism that is used for carrying out the bradyseism to the hammering pile body, a plurality of evenly distributed's logical groove is seted up to the surface of pile body, the bottom of pile body has the installation piece through direction latch mechanism joint, the equal fixedly connected with installation pole in opposite four corners of installation piece, and the equal fixedly connected with cone in bottom of installation pole, damper is used for reducing the influence that the hammering led to the fact the pile body, direction latch mechanism is used for leading to the decline of pile body, make the pile body and installation piece be connected simultaneously.

Furthermore, a plurality of transverse reinforcing steel bars and longitudinal reinforcing steel bars which are mutually staggered are fixedly connected to the inner wall of the pile body, and the transverse reinforcing steel bars and the longitudinal reinforcing steel bars are used for enhancing the strength of the pile body.

Further, the cushioning mechanism includes: the device comprises an installation mechanism, a top plate and a damping plate, wherein the top surface of the pile body is connected with the damping plate through the installation mechanism, and the top surface of the damping plate is fixedly connected with the top plate.

Further, the mounting mechanism includes: bolt, screw hole and fixed block, a plurality of evenly distributed's of fixedly connected with fixed block on the inner wall of pile body, and all set up threaded hole on the fixed block, threaded connection has a plurality of bolts that correspond with the screw hole phase-match on roof and the shock attenuation board, dismantles roof and shock attenuation board through dismantling the bolt.

Further, the damping plate is a rubber plate.

Further, the guide latch mechanism includes: the connecting rod, the mounting groove, the montant, the clamp splice, circular slot and spring, the top surface at the installation piece is seted up to a plurality of evenly distributed's circular slot, all be provided with two clamp splices with circular slot centre of a circle symmetric distribution in the circular slot, respectively with the both ends fixed connection of spring between clamp splice and the adjacent circular slot inner wall, two montants of equal fixedly connected with on the interior bottom surface of circular slot, the connecting rod that many and circular slot number position phase-matches of bottom surface fixedly connected with of the pile body set up, the both sides of the bottom of connecting rod all inwards cave in, vertical mounting groove has all been seted up at the bottom center of connecting rod, the elasticity clamp splice that utilizes the spring blocks the bottom of connecting rod, simultaneously the connecting rod bottom again with the montant joint of circular slot inner bottom surface, thereby will install piece and pile body coupling.

Furthermore, anti-skid grains are arranged between the opposite surfaces of the clamping blocks.

The utility model discloses following beneficial effect has:

1. the utility model discloses a bradyseism mechanism can carry out the bradyseism to the pile body, reduce the damage to the pile body when hammering the pile body and put the hole bottom, can carry out the effect of leading to the pile body through direction latch mechanism, and can make pile body and installation piece joint together, and then take place the dislocation when avoiding hammering the pile body, make the pile body keep in the tram, in addition can flow out the pile body and the contact of hole inner wall with a part of concrete of filling through the logical groove of this device, can fill the space, can increase the area of contact between pile body and the earth again, reduce the possibility of collapsing to a certain extent.

2. Come to the pile body that receives the hammering through the shock attenuation board and carry out the shock attenuation, thereby avoid the pile body to receive the damage that the hammering brought, the connecting rod runs through to the circular slot in, connecting rod bottom extrusion trapezoidal clamp splice, the passageway that the clamp splice formed is passed through to narrower connecting rod bottom, and the connecting rod middle part and the top of broad then stop in the circular slot, the bottom of connecting rod still with the montant joint of circular slot inner bottom surface, thereby make the connecting rod be connected with the installation piece, and then when needs installation pile body, place the installation piece in the hole earlier, the hammering roof drives the pile body and descends, lead to the connecting rod and spacing through the circular slot, thereby stability and accuracy when guaranteeing the pile body installation.

Of course, it is not necessary for any particular product to achieve all of the above-described advantages at the same time.

Drawings

In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to these drawings without creative efforts.

Fig. 1 is a schematic structural view of the present invention;

FIG. 2 is a schematic structural view of the mounting mechanism of the present invention;

fig. 3 is a schematic structural view of the interior of the pile body of the present invention;

FIG. 4 is a schematic structural view of the mounting block of the present invention;

fig. 5 is an enlarged view of a portion a in fig. 4.

In the drawings, the components represented by the respective reference numerals are listed below: 1. a pile body; 2. a through groove; 3. a damper plate; 4. a top plate; 5. a bolt; 6. mounting blocks; 7. mounting a rod; 8. a threaded hole; 9. a fixed block; 10. transverse reinforcing steel bars; 11. longitudinal reinforcing steel bars; 12. a connecting rod; 13. mounting grooves; 14. a vertical rod; 15. a clamping block; 16. a circular groove; 17. a spring.

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 of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts belong to the protection scope of the present invention.

In the description of the present invention, it is to be understood that the terms "upper", "middle", "outer", "inner", and the like, indicate positional or positional relationships, are merely for convenience in describing the present invention and simplifying the description, and do not indicate or imply that the referenced components or elements must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the present invention.

Referring to fig. 1-5, the utility model relates to a foundation treatment reinforcing pile with protection function, which comprises a pile body 1, wherein the top surface of the pile body 1 is provided with a cushioning mechanism for cushioning the hammering pile body 1, the outer surface of the pile body 1 is provided with a plurality of evenly distributed through grooves 2, the bottom end of the pile body 1 is clamped with a mounting block 6 through a guiding clamping mechanism, four corners of the opposite surface of the mounting block 6 are fixedly connected with mounting rods 7, and the bottom end of the mounting rod 7 is fixedly connected with a cone, the utility model discloses a cushioning mechanism can cushion the pile body 1, reduces the damage to the pile body 1 when the hammering pile body 1 is arranged at the bottom of a hole, can guide the pile body 1 through the guiding clamping mechanism, and can clamp the pile body 1 and the mounting block 6 together, thereby avoiding the dislocation when the pile body 1 is hammered, and keeping the pile body 1 at the correct position, in addition, the through groove 2 of the device can enable part of filled concrete to flow out of the pile body 1 to be in contact with the inner wall of the hole, gaps can be filled, the contact area between the pile body 1 and soil can be increased, and the possibility of collapse is reduced to a certain extent.

Preferably, the cushioning mechanism comprises: installation mechanism, roof 4 and damping plate 3, the top surface of pile body 1 is connected with damping plate 3 through installation mechanism, and damping plate 3's top surface fixedly connected with roof 4, installation mechanism include: bolt 5, screw hole 8 and fixed block 9, a plurality of evenly distributed's of fixedly connected with fixed block 9 on the inner wall of pile body 1, and all set up screw hole 8 on the fixed block 9, threaded connection has a plurality of bolts 5 that correspond with 8 phase-matchs of screw hole on roof 4 and the shock attenuation board 3, shock attenuation board 3 is the rubber slab, many crisscross horizontal reinforcing bar 10 and the longitudinal reinforcement 11 of each other of fixedly connected with on the 1 inner wall of pile body, come to absorbing shock the pile body 1 that receives the hammering through shock attenuation board 3, thereby avoid pile body 1 to receive the damage that the hammering brought.

Preferably, the guide latch mechanism includes: the connecting rod 12, the mounting groove 13, the vertical rod 14, the clamping block 15, the circular groove 16 and the spring 17, a plurality of circular grooves 16 which are evenly distributed are arranged on the top surface of the mounting block (6), two clamping blocks 15 which are symmetrically distributed according to the circle center of the circular groove 16 are arranged in each circular groove 16, the clamping blocks 15 and the inner walls of the adjacent circular grooves 16 are respectively and fixedly connected with two ends of the spring 17, two vertical rods 14 are fixedly connected on the inner bottom surface of each circular groove 16, a plurality of connecting rods 12 which are matched with the circular grooves 16 in number and position are fixedly connected with the bottom surface of the pile body 1, two sides of the bottom end of each connecting rod 12 are inwards sunken, vertical mounting grooves 13 are respectively arranged at the centers of the bottom ends of the connecting rods 12, anti-skid grains are respectively arranged between opposite surfaces of the clamping blocks 15, the connecting rods 12 penetrate into the circular grooves 16, the trapezoidal clamping blocks 15 are extruded at the bottom ends of the connecting rods 12, the narrow connecting rods 12 pass through channels formed by the clamping blocks 15, and the wider connecting rods stay in the middle parts and the circular grooves 16 at the top ends of the connecting rods 12, the bottom of connecting rod 12 still with the montant 14 joint of 16 inner bottom surfaces of circular slot to make connecting rod 12 and installation piece 6 couple together, and then when needs installation pile body 1, place installation piece 6 in the hole earlier, hammering roof 4 drives pile body 1 and descends, leads and spacing connecting rod 12 through circular slot 16, thereby stability and accuracy when guaranteeing the installation of pile body 1.

As shown in fig. 1 to 5, this embodiment is a method for using a foundation treatment reinforcing pile with a protection function: firstly, the mounting block 6 is placed in the hole, the pile body 1 is placed on the mounting block 6, the connecting rod 12 is aligned with the circular groove 16, the hammering top plate 4 drives the pile body 1 to descend, the connecting rod 12 on the bottom surface of the pile body 1 penetrates into the circular groove 16, the trapezoidal clamping block 15 is extruded by the bottom end of the connecting rod 12, the narrow channel formed by the clamping block 15 is formed by the bottom end of the connecting rod 12, the middle part and the top end of the wider connecting rod 12 stay in the circular groove 16, the bottom end of the connecting rod 12 is also clamped with the vertical rod 14 on the inner bottom surface of the circular groove 16, thereby connecting the connecting rod 12 with the mounting block 6, and after the mounting is finished, the top plate 4 and the damping plate 3 are detached through the mounting mechanism, and the pile body 1 is filled with concrete, and a part of concrete flows out from the through groove 02, so that gaps can be filled, the contact area between the pile body 1 and soil can be increased, and the possibility of collapse is reduced to a certain extent.

In the description herein, references to the description of "one embodiment," "an example," "a specific example," etc., mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.

The preferred embodiments of the present invention disclosed above are intended only to help illustrate the present invention. The preferred embodiments are not intended to be exhaustive or to limit the invention to the precise embodiments disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and its practical applications, to thereby enable others skilled in the art to best understand the invention for and utilize the invention. The present invention is limited only by the claims and their full scope and equivalents.

Claims

1. The utility model provides a ground treatment reinforcing pile with safeguard function, includes pile body (1), its characterized in that: the top surface of pile body (1) is provided with and is used for carrying out the bradyseism mechanism that bradyseism is carried out hammering pile body (1), and a plurality of evenly distributed's logical groove (2) are seted up to the surface of pile body (1), and the bottom of pile body (1) has installation piece (6) through direction clamping mechanism joint, and the equal fixedly connected with in four corners that installation piece (6) are opposite installs pole (7), and the equal fixedly connected with cone in bottom of installing pole (7).

2. A foundation treatment reinforcing pile with a protection function according to claim 1, wherein a plurality of transverse reinforcing bars (10) and longitudinal reinforcing bars (11) which are staggered with each other are fixedly connected to the inner wall of the pile body (1).

3. A foundation treatment reinforcing pile with protection function according to claim 1, wherein the cushioning mechanism comprises: the pile body comprises an installation mechanism, a top plate (4) and a damping plate (3), wherein the top surface of the pile body (1) is connected with the damping plate (3) through the installation mechanism, and the top surface of the damping plate (3) is fixedly connected with the top plate (4).

4. A foundation treatment reinforcing pile with a protection function according to claim 3, wherein the mounting mechanism comprises: bolt (5), screw hole (8) and fixed block (9), a plurality of evenly distributed's of fixedly connected with fixed block (9) on the inner wall of pile body (1), and all set up screw hole (8) on fixed block (9), threaded connection has a plurality of bolts (5) that correspond with screw hole (8) phase-match on roof (4) and shock attenuation board (3).

5. A foundation treatment reinforcing pile with a protective function according to claim 3, wherein the shock-absorbing plate (3) is a rubber plate.

6. The foundation treatment reinforcing pile with protection function as claimed in claim 1, wherein the guide clamping mechanism comprises: connecting rod (12), mounting groove (13), montant (14), clamp splice (15), circular slot (16) and spring (17), the top surface at installation piece (6) is seted up in a plurality of evenly distributed's circular slot (16), all be provided with two clamp splice (15) with circular slot (16) centre of a circle symmetric distribution in circular slot (16), respectively with the both ends fixed connection of spring (17) between clamp splice (15) and adjacent circular slot (16) inner wall, two montants (14) of equal fixedly connected with on the interior bottom surface of circular slot (16), connecting rod (12) that many and circular slot (16) quantity position phase-matches of bottom surface fixedly connected with of pile body (1) set up, the both sides of the bottom of connecting rod (12) all inwards cave in, vertical mounting groove (13) have all been seted up at the bottom center of connecting rod (12).

7. A foundation treatment reinforcing pile with a protection function as claimed in claim 6, wherein anti-slip lines are arranged between the opposite surfaces of the clamping blocks (15).