CN214301233U

CN214301233U - Novel shock attenuation formula building engineering stake

Info

Publication number: CN214301233U
Application number: CN202022773751.0U
Authority: CN
Inventors: 王美花
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-11-25
Filing date: 2020-11-25
Publication date: 2021-09-28
Anticipated expiration: 2030-11-25

Abstract

The utility model discloses a novel shock attenuation formula building engineering stake, including supporting the stake, the lower extreme fixedly connected with who supports the stake prevents settling basin, the fixed surface who supports the stake installs the spacing ring, support the upper end fixedly connected with brace table of stake, the inserting groove has been seted up to the upper surface of brace table, the interior diapire of inserting groove is provided with first rubber buffer pad, the inner wall of inserting groove is inserted and is equipped with the supporting shoe, supporting shoe upper surface overlap joint has the bridge plate, the upper surface of brace table is fixedly connected with baffle and first buffer spring respectively, the lower surface overlap joint of first buffer spring's upper end and bridge plate. This novel shock attenuation formula building engineering stake through setting up first rubber buffer pad and first buffer spring, can cushion vibrations in the vertical direction, through setting up second buffer spring and second rubber buffer pad, can effectual absorption horizontal direction ascending vibrations, has improved the anti-seismic performance of this engineering stake.

Description

Novel shock attenuation formula building engineering stake

Technical Field

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

Background

In modern buildings, building foundations are required to be formed by foundation piles, the common structure of the building foundations is that a bearing platform is supported by a plurality of concrete column piles penetrating into the ground together to form a supporting unit of the building, and in the construction process of the building piles, the basic construction idea is that the building is supported by the building piles, so that the building cannot be settled.

In the support of bridge floor, not only need guarantee that the bridge floor can not subside, still need have certain shock resistance, current engineering stake is mostly rigid connection, and the bridge floor is directly transmitted in the vibrations of engineering stake, and the shock resistance is poor, is unfavorable for supporting the bridge floor, consequently, the utility model provides a novel shock attenuation formula building engineering stake solves the poor problem of current engineering stake shock resistance.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a novel shock attenuation formula building engineering stake to solve the problem that proposes among the above-mentioned background art.

In order to achieve the above object, the utility model provides a following technical scheme: a novel shock-absorbing type constructional engineering pile comprises a supporting pile, wherein the lower end of the supporting pile is fixedly connected with an anti-settling platform, the surface of the supporting pile is fixedly provided with a limit ring, the upper end of the supporting pile is fixedly connected with a supporting platform, the upper surface of the supporting platform is provided with an inserting groove, the inner bottom wall of the inserting groove is provided with a first rubber buffer cushion, a supporting block is inserted into the inner wall of the inserting groove, a bridge plate is lapped on the upper surface of the supporting block, a baffle plate and a first buffer spring are respectively and fixedly connected on the upper surface of the supporting table, the upper end of the first buffer spring is lapped with the lower surface of the bridge plate, the opposite surface of the baffle plate and the bridge plate is fixedly connected with a second rubber buffer pad, the inner wall of inserting groove has seted up the dashpot, the inner wall fixed mounting of dashpot has second buffer spring, the inner wall sliding connection of dashpot has the slider.

Preferably, the number of spacing ring is a plurality of, a plurality of spacing ring equidistance sets up in the surface of supporting the stake and pre-buried underground.

Preferably, a plurality of steel meshes are embedded in the first rubber cushion pad and the second rubber cushion pad at equal intervals, and the upper end of the first rubber cushion pad is in lap joint with the lower surface of the supporting block.

Preferably, one end of the sliding block is fixedly connected with one end, far away from the buffer groove, of the second buffer spring, the other end of the sliding block is in lap joint with the surface of the supporting block, and the number of the buffer grooves is four.

Preferably, the upper surface of the supporting block is fixedly provided with a limiting block, the lower surface of the bridge plate is provided with a limiting hole matched with the limiting block, and buffer rubber is filled between the limiting block and the limiting hole.

Preferably, the surface of the upper end of the support pile is fixedly provided with four reinforcing plates, and the upper surfaces of the four reinforcing plates are overlapped with the surface of the support platform.

Advantageous effects

The utility model provides a novel shock attenuation formula building engineering stake possesses following beneficial effect:

1. this novel shock attenuation formula building engineering stake through setting up first rubber buffer pad and first buffer spring, can cushion vibrations in the vertical direction, through setting up second buffer spring and second rubber buffer pad, can effectual absorption horizontal direction ascending vibrations, has improved the anti-seismic performance of this engineering stake.

2. This novel shock attenuation formula building engineering stake establishes the steel mesh through inlaying in first rubber blotter and second rubber blotter, has improved the toughness of first rubber blotter and second rubber blotter, has increased the intensity of first rubber blotter and second rubber blotter, through setting up the gusset plate, can carry out the auxiliary stay to a supporting bench, has improved the stability of this engineering stake.

Drawings

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

FIG. 2 is a schematic front sectional view of the support table;

fig. 3 is a schematic front sectional view of the first rubber cushion pad.

In the figure: the anti-settling anchor comprises a support pile 1, an anti-settling platform 2, a limiting ring 3, a support table 4, a first rubber cushion pad 5, a supporting block 6, a bridge plate 7, a baffle 8, a first buffer spring 9, a second rubber cushion pad 10, a sliding block 11, a steel mesh 12, a limiting block 13, a reinforcing plate 14 and a second buffer spring 15.

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. 1-3, the present invention provides a technical solution: the utility model provides a novel shock attenuation formula building engineering stake, including supporting pile 1, the lower extreme fixedly connected with who supports pile 1 prevents subsiding platform 2, the fixed surface who supports pile 1 installs spacing ring 3, the quantity of spacing ring 3 is a plurality of, 3 equidistance settings of a plurality of spacing ring are at the surface of supporting pile 1 and pre-buried in the subsurface, the upper end fixedly connected with brace table 4 of supporting pile 1, the inserting groove has been seted up to brace table 4's upper surface, the inner diapire of inserting groove is provided with first rubber buffer 5, the inner wall of inserting groove is inserted and is equipped with supporting

shoe

6, 6 upper surface overlap joints of supporting shoe have bridge plate 7, the fixed surface who installs stopper 13 of supporting shoe 6, the lower surface of bridge plate 7 is seted up the spacing hole with stopper 13 looks adaptation, it has cushion rubber to fill between stopper 13 and the spacing hole.

The upper surface of the supporting table 4 is fixedly connected with a baffle 8 and a first buffer spring 9 respectively, the vertical direction vibration can be buffered by arranging a first rubber buffer cushion 5 and a first buffer spring 9, the upper end of the first buffer spring 9 is lapped with the lower surface of the bridge plate 7, the opposite surface of the baffle 8 and the bridge plate 7 is fixedly connected with a second rubber buffer cushion 10, the inner wall of the inserting groove is provided with a buffer groove, the inner wall of the buffer groove is fixedly provided with a second buffer spring 15, a plurality of steel meshes 12 are embedded in the first rubber buffer cushion 5 and the second rubber buffer cushion 10 at equal intervals, the upper end of the first rubber buffer cushion 5 is lapped with the lower surface of the supporting block 6, the steel mesh 12 is embedded in the first rubber buffer pad 5 and the second rubber buffer pad 10, so that the toughness of the first rubber buffer pad 5 and the second rubber buffer pad 10 is improved, and the strength of the first rubber buffer pad 5 and the second rubber buffer pad 10 is increased.

The inner wall sliding connection of dashpot has slider 11, and the one end of slider 11 keeps away from the one end fixed connection of dashpot with second buffer spring 15, and the other end of slider 11 and the surperficial overlap joint of supporting shoe 6, the quantity of dashpot are four, through setting up second buffer spring 15 and second rubber buffer pad 10, can effectual absorption horizontal direction ascending vibrations, has improved the anti-seismic performance of this engineering stake.

Support the fixed surface of stake 1 upper end and install gusset plate 14, the quantity of gusset plate 14 is four, and the upper surface of four gusset plates 14 and the surperficial overlap joint of brace table 4 through setting up gusset plate 14, can carry out auxiliary stay to brace table 4, have improved the stability of this engineering stake.

The working principle is as follows: when this novel shock attenuation formula building engineering stake receives vibrations, vibrations on can absorbing the vertical direction of first rubber buffer 5 and first buffer spring 9, and second buffer spring 15 and second rubber buffer 10 can absorb vibrations on the horizontal direction, and imbed steel mesh 12 in first rubber buffer 5 and second rubber buffer 10, can effectual increase first rubber buffer 5 and the intensity of second rubber buffer 10.

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

1. The utility model provides a novel shock attenuation formula building engineering stake, includes support stake (1), its characterized in that: the lower end of the supporting pile (1) is fixedly connected with an anti-settling platform (2), the surface of the supporting pile (1) is fixedly provided with a limiting ring (3), the upper end of the supporting pile (1) is fixedly connected with a supporting platform (4), the upper surface of the supporting platform (4) is provided with an insertion groove, the inner bottom wall of the insertion groove is provided with a first rubber cushion pad (5), the inner wall of the insertion groove is inserted with a supporting block (6), the upper surface of the supporting block (6) is lapped with a bridge plate (7), the upper surface of the supporting platform (4) is respectively and fixedly connected with a baffle (8) and a first cushion spring (9), the upper end of the first cushion spring (9) is lapped with the lower surface of the bridge plate (7), the opposite surface of the baffle (8) and the bridge plate (7) is fixedly connected with a second rubber cushion pad (10), the inner wall of the insertion groove is provided with a cushion groove, the inner wall fixed mounting of buffer slot has second buffer spring (15), the inner wall sliding connection of buffer slot has slider (11).

2. The novel shock-absorbing constructional engineering pile of claim 1, wherein: the quantity of spacing ring (3) is a plurality of, a plurality of spacing ring (3) equidistance sets up on the surface of supporting pile (1) and pre-buried underground.

3. The novel shock-absorbing constructional engineering pile of claim 1, wherein: the inside of first rubber buffer (5) and second rubber buffer (10) is all inlayed equally spaced and is equipped with a plurality of steel mesh (12), the upper end of first rubber buffer (5) and the lower surface overlap joint of supporting shoe (6).

4. The novel shock-absorbing constructional engineering pile of claim 1, wherein: one end of the sliding block (11) is fixedly connected with one end, far away from the buffer grooves, of the second buffer spring (15), the other end of the sliding block (11) is in lap joint with the surface of the supporting block (6), and the number of the buffer grooves is four.

5. The novel shock-absorbing constructional engineering pile of claim 1, wherein: the upper surface fixed mounting of supporting shoe (6) has stopper (13), the lower surface of bridge plate (7) is seted up the spacing hole with stopper (13) looks adaptation, it has cushion rubber to fill between stopper (13) and the spacing hole.

6. The novel shock-absorbing constructional engineering pile of claim 1, wherein: the surface of the upper end of the support pile (1) is fixedly provided with four reinforcing plates (14), and the upper surfaces of the four reinforcing plates (14) are overlapped with the surface of the support table (4).