CN213572017U

CN213572017U - Novel shock attenuation formula building engineering stake

Info

Publication number: CN213572017U
Application number: CN202022532080.9U
Authority: CN
Inventors: 李延格
Original assignee: Individual
Current assignee: Shandong Huayi Construction Technology Co ltd
Priority date: 2020-11-05
Filing date: 2020-11-05
Publication date: 2021-06-29
Anticipated expiration: 2030-11-05

Abstract

The utility model provides a novel shock-absorbing construction engineering pile, which comprises a main pile; the upper part of the main pile is fixedly connected with a top shock-absorbing layer, the lower part of the main pile is fixedly connected with a bottom shock-absorbing layer, and the periphery of the main pile is fixedly connected with auxiliary piles, the arrangement of the top shock-absorbing layer of the utility model can reduce the shock conduction to the top facility of the pile during the earthquake, simultaneously lead the concrete to have good bending resistance, and also has the characteristic of firm connection to avoid the fracture in the shock process, the arrangement of the bottom shock-absorbing layer of the utility model can reduce the shock conduction to the pile per se on the ground during the earthquake, simultaneously lead the concrete to have good bending resistance, and also has the characteristic of firm connection to avoid the fracture in the shock process, the arrangement of the auxiliary piles strengthens the self strength of the fixed pile to lead the concrete to avoid the fracture in the earthquake, the arrangement of the wire netting E of the utility model is arranged inside the pile, lead the concrete to have good continuity and bending resistance, so that the fracture of the steel plate can be avoided in the earthquake.

Description

Novel shock attenuation formula building engineering stake

Technical Field

The utility model relates to a building engineering technical field especially relates to novel shock attenuation formula building engineering stake.

Background

The pile foundation is the most common foundation treatment mode in the current building engineering foundation construction, the construction mode adopting the pile foundation not only can enable the foundation engineering to be more stable, but also greatly quickens the construction process and improves the construction efficiency of the engineering, therefore, the pile foundation has wide application in the current building engineering, in particular to the foundation treatment construction of large-scale high-rise building engineering.

The inventor finds that the existing novel damping type constructional engineering pile is not comprehensive in damping functionality and low in damping functionality when in use.

Therefore, the inventor provides a novel damping type constructional engineering pile with the experience of design development and actual manufacturing which are abundant in related industries for years, researches and improvements are made aiming at the existing structure and deficiency, and the aim of achieving more practical value is fulfilled.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a novel shock attenuation formula building engineering stake to it is not comprehensive to shock attenuation functional in solving above-mentioned background art and the lower problem of absorbing functional.

The utility model discloses purpose and efficiency of shock attenuation formula building engineering stake is reached by following concrete technological means:

a novel shock-absorbing type constructional engineering pile comprises a main pile; the upper portion fixedly connected with top buffer layer of king pile, the lower part fixedly connected with bottom buffer layer of king pile, the fixedly connected with auxiliary pile all around of king pile.

Furthermore, the top buffer layer comprises a concrete layer A, a reinforcing steel layer B, an iron wire mesh A and an iron wire mesh B, the outer frame of the top buffer layer is composed of the reinforcing steel layer A and the reinforcing steel layer B, the concrete layer A is filled inside and outside the reinforcing steel layer A and the reinforcing steel layer B respectively, and the top and the bottom of the concrete layer A are provided with the iron wire mesh A and the iron wire mesh B respectively.

Further, the bottom buffer layer is including concrete layer B, reinforcing bar layer C, reinforcing bar layer D, wire netting C, wire netting D, and the frame of bottom buffer layer comprises reinforcing bar layer C and reinforcing bar layer D, and concrete layer B is filled respectively to reinforcing bar layer C and reinforcing bar layer D inside and outside, and concrete layer B's top and bottom are equipped with wire netting C and wire netting D respectively.

Furthermore, the middle of the auxiliary pile is provided with a connecting piece, and the connecting piece consists of a steel bar B and concrete.

Further, an iron wire mesh E and a steel bar A are arranged inside the main pile.

Compare with current structure under, the utility model has the advantages of as follows:

1. the utility model discloses the setting of top shock-absorbing layer can reduce the vibrations conduction of when earthquake to stake top facility, makes the concrete have good bending resistance simultaneously, still has to connect firm characteristics and avoids at vibrations in-process fracture.

2. The utility model discloses the setting of bottom shock-absorbing layer can make the concrete have good bending resistance simultaneously to the vibrations conduction of ground to stake itself when reducing the earthquake, still has to connect firm characteristics and avoids at vibrations in-process fracture.

3. The utility model discloses the setting of assisting the stake and putting strengthens the intensity of own of solid stake, makes it avoid the breaking occur when the earthquake.

4. The utility model discloses the setting of wire netting E sets up in the inside of stake, makes the concrete have good continuity and bending resistance, makes it avoid breaking occur at the earthquake in-process.

Drawings

FIG. 1 is a schematic sectional view of the present invention;

fig. 2 is a schematic front structural view of the present invention.

Fig. 3 is a schematic view of the cross-sectional structure of the present invention.

In the figure: 1. a main pile; 101. reinforcing steel bars A; 2. a top shock absorbing layer; 201. a concrete layer A; 202. a reinforcing steel bar layer A; 203. a reinforcing steel bar layer B; 204. a wire netting A; 205. a wire netting B; 3. a bottom shock absorbing layer; 301. a concrete layer B; 302. a reinforcing steel bar layer C; 303. a reinforcing steel bar layer D; 304. a wire netting C; 305. a wire mesh D; 4. auxiliary piles; 5. a connecting member; 501. reinforcing steel bars B; 502. concrete; 6. and (4) an iron wire mesh E.

Detailed Description

Reference will now be made in detail to the embodiments of the present invention, examples of which are illustrated in the accompanying drawings and described below. While the invention will be described in conjunction with the exemplary embodiment, it will be understood that this description is not intended to limit the invention to this exemplary embodiment. On the contrary, the invention is intended to cover not only the exemplary embodiment, but also various alternative, modified, equivalent and other embodiments, which may be included within the spirit and scope of the invention as defined by the appended claims.

Referring to fig. 1 to 3, a novel shock-absorbing constructional engineering pile comprises a main pile 1; the upper portion fixedly connected with top buffer layer 2 of king pile 1, the lower part fixedly connected with bottom buffer layer 3 of king pile 1, the fixedly connected with auxiliary pile 4 all around of king pile 1.

The top shock absorption layer 2 comprises a concrete layer A201, a reinforcing steel layer A202, a reinforcing steel layer B203, an iron wire mesh A204 and an iron wire mesh B205, an outer frame of the top shock absorption layer 2 is composed of the reinforcing steel layer A202 and the reinforcing steel layer B203, the concrete layer A201 is filled inside and outside the reinforcing steel layer A202 and the reinforcing steel layer B203 respectively, the iron wire mesh A204 and the iron wire mesh B205 are arranged at the top and the bottom of the concrete layer A201 respectively, shock conduction to facilities at the top of the pile in an earthquake can be reduced, meanwhile, the concrete has good bending resistance, and the top shock absorption layer has the characteristic of being firm in connection and avoids breaking in the shock process.

Wherein, bottom buffer layer 3 is including concrete layer B301, reinforcing bar layer C302, reinforcing bar layer D303, wire netting C304, wire netting D305 the frame of buffer layer 3 is become by reinforcing bar layer C302 and reinforcing bar layer D303, reinforcing bar layer C302 and reinforcing bar layer D303 inside and outside respectively fill concrete layer B301, and concrete layer B301's top and bottom are equipped with wire netting C304 and wire netting D305 respectively, can be to the vibrations conduction of ground to the stake itself when reducing the earthquake, make the concrete have good bending resistance simultaneously, still have connect firm characteristics and avoid at the fracture of vibrations in-process.

Wherein, the middle of the auxiliary pile 4 is provided with a connecting piece 5, and the connecting piece 5 consists of a steel bar B501 and concrete 502, so that the self strength of the pile is enhanced, and the pile is prevented from being broken in earthquake.

The main pile 1 is internally provided with the wire mesh E6 and the steel bar A101, and is arranged in the pile, so that the concrete has good continuity and bending resistance, and the main pile is prevented from being broken in the earthquake process.

The working principle of the embodiment is as follows:

this is novel in carrying out, promote the intensity of king pile 1 through auxiliary pile 4 and connecting piece 5, promote the continuity and the bending resistance of king pile 1 inside through wire netting E6, make it avoid breaking occur at seismic process, reduce the vibrations conduction through setting up top buffer layer 2 at king pile 1 top and carry out the processing of moving away to avoid possible earthquakes to the upper portion facility of king pile 1, through set up the vibrations conduction of bottom buffer layer 3 reduction earthquake ground to king pile 1 in king pile 1 bottom.

It should be noted that the utility model discloses the standard part that uses all can purchase from the market, and dysmorphism piece can all be customized according to the record of description and attached drawing, and the concrete connected mode of each part all adopts conventional means such as mature bolt, rivet, welding among the prior art, and machinery, part and equipment all adopt among the prior art, conventional model, and the inventor does not detailed herein again.

In summary, although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the technical solutions described in the foregoing embodiments or equivalent replacements may be made to some technical features of the embodiments, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the scope of the present invention.

Claims

1. The utility model provides a novel shock attenuation formula building engineering stake which characterized in that: comprising a king pile (1); the upper portion fixedly connected with top shock-absorbing layer (2) of king pile (1), the lower part fixedly connected with bottom shock-absorbing layer (3) of king pile (1), fixedly connected with auxiliary pile (4) all around of king pile (1).

2. The new shock absorbing construction project pile of claim 1, wherein: top shock-absorbing layer (2) are including concrete layer A (201), reinforcing bar layer A (202), reinforcing bar layer B (203), wire netting A (204), wire netting B (205), and the frame of top shock-absorbing layer (2) comprises reinforcing bar layer A (202) and reinforcing bar layer B (203), and concrete layer A (201) is filled respectively inside and outside reinforcing bar layer A (202) and reinforcing bar layer B (203), and the top and the bottom of concrete layer A (201) are equipped with wire netting A (204) and wire netting B (205) respectively.

3. The new shock absorbing construction project pile of claim 1, wherein: bottom buffer layer (3) are including concrete layer B (301), reinforcing bar layer C (302), reinforcing bar layer D (303), wire netting C (304), wire netting D (305), the frame of bottom buffer layer (3) comprises reinforcing bar layer C (302) and reinforcing bar layer D (303), concrete layer B (301) is filled respectively inside and outside reinforcing bar layer C (302) and reinforcing bar layer D (303), and the top and the bottom of concrete layer B (301) are equipped with wire netting C (304) and wire netting D (305) respectively.

4. The new shock absorbing construction project pile of claim 1, wherein: the middle of the auxiliary pile (4) is provided with a connecting piece (5), and the connecting piece (5) consists of a steel bar B (501) and concrete (502).

5. The new shock absorbing construction project pile of claim 1, wherein: the interior of the main pile (1) is provided with an iron wire mesh E (6) and a steel bar A (101).