CN220058055U - Bridge foundation pile with good highway bridge reinforcement performance - Google Patents

Abstract

The utility model provides a bridge foundation pile with good highway bridge reinforcement performance, which comprises a bridge foundation pile and a reinforcement mechanism, wherein a foundation is fixedly connected to the lower surface of the bridge foundation pile, the reinforcement mechanism is arranged on the upper surface of the foundation, a water level monitoring mechanism is connected to the upper surface of the foundation in a threaded manner, and a bridge column is fixedly connected to the upper surface of the foundation. When bridge foundation pile needs to be reinforced, the upper surface of foundation is connected with the base, the base is fixed with the foundation, the upper surface of base is connected with first screw thread post, first screw thread post is fixed in the assigned position, first screw thread post outside surface is connected with the limiting plate, spacing hole has been seted up to the upper surface of limiting plate, dislocation can not take place for inside first screw thread post when filling concrete, first screw hole has been seted up to one side surface of limiting plate, rotatory bolt threaded connection first screw hole, the limiting plate has been fixed on the surface of first screw thread post, just so accomplished the reinforcement effect to bridge foundation pile.

Description

Bridge foundation pile with good highway bridge reinforcement performance

Technical Field

The utility model relates to the technical field related to highway bridges, in particular to a bridge foundation pile with good highway bridge reinforcement performance.

Background

The highway bridge is specially constructed for highway vehicles and pedestrians, the highway bridge is made of steel, reinforced concrete or wood, is designed for heavy load of up to hundreds of thousands of tons, the width of a driving part depends on the expected intensity and speed of traffic and the shape and span of the bridge, the width of a sidewalk is at least seven to twenty meters, the highway bridge, the highway-railway bridge, the pedestrian bridge, the machine-ploughed bridge and the water bridge are divided into a permanent bridge, a semi-permanent bridge and a temporary bridge according to the service life, the main stressed members are used as basic basis, the bridge can be divided into a girder type bridge, an arch type bridge, a rigid bridge, a cable-stayed bridge and a suspension bridge, wherein the bridge is the most separated bridge foundation pile, the pile is a cylindrical rod member embedded in the soil and is used for transmitting the load of an upper structure to a soil layer or a rock layer with harder depth and small compressibility, the foundation pile and the bearing platform connected to the pile top are formed together, if the pile body is fully buried in the soil, the bottom surface of the bearing platform is contacted with the soil body, the pile is called a low bearing platform pile foundation, 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 pile is called a high bearing platform pile foundation, the part of the lower structure of the bridge, which is contacted with the foundation, is called a foundation, the structure of the lowest part of the bridge is directly located on the rock or the soil foundation, the top end of the lower structure is connected with a pier or a bridge abutment, and the lower structure of the bridge is called a bridge, the function of the bridge foundation is to bear all loads transmitted by the upper structure and transmit the loads of the upper structure and the lower structure to the foundation, therefore, the foundation and the foundation are required to have enough strength, rigidity and overall stability for the safety and normal use of the full bridge, so that the foundation does not generate excessive horizontal deflection or uneven settlement, but the existing bridge foundation pile does not have better reinforcing effect, when the bridge foundation is required to be reinforced, the bridge foundation which does not have better reinforcing effect may cause dislocation of the column used for reinforcing in the filling process to cause the reinforcing effect of the bridge foundation to be poor, so that the service life of the bridge is influenced and safety risks exist in use, and therefore, the bridge foundation with good highway bridge reinforcing performance is particularly required.

However, most of the existing bridge foundation piles do not have better reinforcing effect, when reinforcement is needed, the bridge foundation bases which do not have better reinforcing effect may cause dislocation of the columns used for reinforcing inside to deteriorate the reinforcing effect of the bridge foundation piles when filling, so that the service life of the bridge is influenced and safety risks exist when the bridge foundation piles are used, and therefore, the bridge foundation piles with good highway bridge reinforcing performance are particularly needed.

Disclosure of Invention

The utility model aims to provide a bridge foundation pile with good highway bridge reinforcement performance, so as to solve the problems that most of the existing bridge foundation piles provided in the background art do not have better reinforcement effect, when reinforcement is needed, a bridge foundation without better reinforcement effect may cause dislocation of a column used for reinforcement in the bridge foundation pile during filling to deteriorate the reinforcement effect of the bridge foundation pile, thus the service life of the bridge is influenced and safety risks exist during use, and therefore, the bridge foundation pile with good highway bridge reinforcement performance is particularly needed.

In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a bridge foundation pile that highway bridge reinforcement performance is good, includes bridge foundation pile and strengthening mechanism, and wherein strengthening mechanism includes base, first screw thread post, limiting plate, spacing hole, first screw hole and bolt, the below fixed surface of bridge foundation pile is connected with the ground, the top surface of ground is provided with strengthening mechanism, the top surface threaded connection of ground has water level monitoring mechanism, the top fixed surface of ground is connected with the bridge post.

Preferably, the reinforcing mechanism comprises a base, a first threaded column, a limiting plate, a limiting hole, a first threaded hole and a bolt, wherein the base is fixedly connected with the upper surface of the foundation, the first threaded column is fixedly connected with the upper surface of the base, the limiting plate is slidably connected with the outer side surface of the first threaded column, the limiting hole is formed in the upper surface of the limiting plate, the first threaded hole is formed in one side surface of the limiting plate, and the bolt is connected with the inner side surface of the first threaded hole in a threaded manner.

Preferably, the limiting holes are symmetrically arranged on the central axis of the limiting plate, and the limiting plates are distributed on the outer side surface of the first threaded column at equal intervals.

Preferably, the inner wall size of the limiting hole is identical with the outer wall size of the first threaded column, and the inner wall size of the first threaded hole is identical with the outer wall size of the bolt.

Preferably, the water level monitoring mechanism comprises a second threaded hole, a second threaded column, a transparent column, a water inlet hole and scale marks, wherein the second threaded hole is formed in the upper surface of the foundation, the second threaded column is connected with the inner side of the second threaded hole in a threaded manner, the transparent column is fixedly connected with the upper end surface of the second threaded column, the water inlet hole is formed in one side surface of the transparent column, and the scale marks are tightly attached to the outer side surface of the transparent column.

Preferably, the scale marks are distributed on the outer side surface of the transparent column at equal intervals, and the inner wall size of the second threaded hole is matched with the outer wall size of the second threaded column.

Compared with the prior art, the utility model has the beneficial effects that: this bridge foundation pile that highway bridge reinforcement performance is good passes through the setting of base, first screw thread post, the limiting plate, spacing hole, first screw hole and bolt, when the bridge foundation pile needs to consolidate in use, first the top fixedly connected with base of ground, the base just is in the same place with the ground like this, then the top fixedly connected with first screw thread post of base, first screw thread post just has been fixed in the assigned position like this, then the outside surface sliding connection of first screw thread post has the limiting plate, spacing hole has been seted up to the top surface of limiting plate, when filling concrete or other materials like this, first screw hole has just can not take place for inside first screw thread post, first screw hole has been seted up to one side surface of limiting plate, rotatory bolt threaded connection first screw hole this moment, the limiting plate just has been fixed at the outside surface of first screw thread post like this, the effect of consolidating bridge foundation pile has been accomplished like this.

Drawings

FIG. 1 is a schematic diagram of a side view of the present utility model;

FIG. 2 is a schematic cross-sectional view of the present utility model;

FIG. 3 is a schematic view of the reinforcement mechanism of the present utility model;

FIG. 4 is a schematic diagram of a water level monitoring mechanism according to the present utility model.

In the figure: 1. bridge foundation piles; 2. a foundation; 2. a foundation; 3. a reinforcement mechanism; 301. a base; 302. a first threaded post; 303. a limiting plate; 304. a limiting hole; 305. a first threaded hole; 306. a bolt; 4. a water level monitoring mechanism; 401. a second threaded hole; 402. a second threaded post; 403. a transparent column; 404. a water inlet hole; 405. scale marks; 5. and a bridge column.

Detailed Description

The following description of the embodiments of the present utility model will be made clearly and fully with reference to the accompanying drawings, in which it is evident that the embodiments described are only some, but not all embodiments of the utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

Referring to fig. 1-4, the present utility model provides a bridge foundation pile with good highway bridge reinforcement performance: including bridge foundation pile 1 and strengthening mechanism 3, wherein strengthening mechanism 3 includes base 301, first screw thread post 302, limiting plate 303, spacing hole 304, first screw hole 305 and bolt 306, and the below surface fixedly connected with ground 2 of bridge foundation pile 1, the top surface of ground 2 is provided with strengthening mechanism 3, and the top surface screw thread connection of ground 2 has water level monitoring mechanism 4, and the top surface fixedly connected with bridge post 5 of ground 2.

Further, reinforcing mechanism 3 includes base 301, first screw thread post 302, limiting plate 303, spacing hole 304, first screw hole 305 and bolt 306, when bridge foundation pile 1 needs to be consolidated, the top surface fixedly connected with base 301 of foundation 2, the top surface fixedly connected with first screw thread post 302 of base 301, the outside surface sliding connection of first screw thread post 302 has limiting plate 303, spacing hole 304 has been seted up to the top surface of limiting plate 303, first screw hole 305 has been seted up to one side surface of limiting plate 303, the inboard surface threaded connection of first screw hole 305 has bolt 306, through base 301, first screw thread post 302, limiting plate 303, spacing hole 304, first screw hole 305 and bolt 306's setting, when in use, first foundation pile 1's top surface fixedly connected with base 301, base 301 and foundation 2 are in the same place like this fixed, then the top surface fixedly connected with first screw thread post 302 of base 301, so first screw thread post 302 has been fixed in the assigned position, then the outside surface sliding connection of first screw thread post 302 has limiting plate 303, the top surface of limiting plate has been equipped with first screw thread post 305 like this or has been opened at the first screw thread post 305 when the surface of other screw thread post 302 has not taken place, the effect of the first screw thread post 305 has been filled in the first screw hole 305, the side of the screw thread has been filled in the first screw hole of the first screw hole 305 when the bridge foundation pile 1 has been changed the screw thread pile 1.

Further, limiting holes 304 are symmetrically arranged on the outer side surface of the first threaded column 302 by the aid of the central axes of limiting plates 303, limiting plates 303 are distributed on the outer side surface of the first threaded column 302 at equal intervals through the aid of the limiting holes 304, when the novel threaded column is used, the limiting holes 304 are symmetrically arranged on the outer side surface of the first threaded column 302 by the aid of the central axes of the limiting plates 303, the first threaded column 302 can be distributed on the surface of the limiting plates 303 better, and the limiting plates 303 are distributed on the outer side surface of the first threaded column 302 at equal intervals to fix the first threaded column 302 better.

Further, the inner wall size of the limiting hole 304 is matched with the outer wall size of the first threaded column 302, the inner wall size of the first threaded hole 305 is matched with the outer wall size of the bolt 306, and the inner wall size of the limiting hole 304 is matched with the outer wall size of the bolt 306 through the arrangement that the inner wall size of the limiting hole 304 is matched with the outer wall size of the bolt 306, so that the first threaded column 302 can be better fixed, and the inner wall size of the first threaded hole 305 is matched with the outer wall size of the bolt 306 to better fix the limiting plate 303.

Further, water level monitoring mechanism 4 includes second screw hole 401, second screw thread post 402, transparent post 403, inlet port 404 and scale mark 405, second screw hole 401 has been seted up to the top surface of foundation 2, the inboard threaded connection of second screw hole 401 has second screw thread post 402, the upper end surface fixedly connected with transparent post 403 of second screw thread post 402, inlet port 404 has been seted up on one side surface of transparent post 403, the scale mark 405 has been closely laminated to the outside surface of transparent post 403, through second screw hole 401, second screw thread post 402, transparent post 403, inlet port 404 and scale mark 405's setting, when the water level monitoring is carried out to bridge foundation pile 1 in the use, first the inboard threaded connection of second screw thread post 401 has second screw thread post 402, at this moment, second screw thread post 402 has just been fixed on the top surface of foundation 2, then the inboard threaded connection of second screw thread post 402 has transparent post 403, transparent post 403 has just so been fixed on the top surface 403 of foundation 2, then one side surface 403 has been seted up through second screw thread post 402, then the water level detection hole 404 has been closely laminated to the inside the scale mark 405 when the bridge foundation pile 1 is monitored, the water level monitoring effect can be accomplished through the inside the water level mark 404.

Further, the scale marks 405 are distributed on the outer side surface of the transparent column 403 at equal intervals, the inner wall size of the second threaded hole 401 is identical to the outer wall size of the second threaded column 402, when the water level detection device is used, the scale marks 405 are distributed on the outer side surface of the transparent column 403 at equal intervals, the inner wall size of the second threaded hole 401 is identical to the outer wall size of the second threaded column 402, and the second threaded column 402 can be better fixed.

Working principle: when the bridge foundation pile 1 needs to be reinforced, the base 301 is fixedly connected to the upper surface of the foundation 2, so that the base 301 is fixed with the foundation 2, then the first threaded column 302 is fixedly connected to the upper surface of the base 301, so that the first threaded column 302 is fixed at a designated position, then the outer side surface of the first threaded column 302 is slidably connected with the limiting plate 303, the limiting hole 304 is formed in the upper surface of the limiting plate 303, so that when concrete or other materials are filled, the first threaded column 302 in the interior is not dislocated, the first threaded hole 305 is formed in one side surface of the limiting plate 303, at the moment, the rotary bolt 306 is in threaded connection with the first threaded hole 305, so that the limiting plate 303 is fixed on the outer side surface of the first threaded column 302, the reinforcing effect on the bridge foundation pile 1 is finished, the limiting hole 304 is symmetrically arranged with the central axis of the limiting plate 303 to enable the first threaded column 302 to be distributed on the surface of the limiting plate 303, the limiting plates 303 are distributed on the outer side surface of the first threaded column 302 at equal intervals, so that the first threaded column 302 can be better fixed, the inner wall size of the limiting hole 304 is matched with the outer wall size of the first threaded column 302, the first threaded column 302 can be better fixed, the inner wall size of the first threaded hole 305 is matched with the outer wall size of the bolt 306, when the bridge foundation pile 1 needs to be subjected to water level monitoring, the inner side of the second threaded hole 401 is connected with the second threaded column 402 in a threaded manner, at the moment, the second threaded column 402 is fixed on the upper surface of the foundation 2, then the inner side of the second threaded hole 401 is connected with the second threaded column 402 in a threaded manner, the upper end surface of the second threaded column 402 is fixedly connected with the transparent column 403, so that the transparent column 403 is fixed on the upper surface of the foundation 2, then water inlet 404 has been seted up on one side surface of transparent post 403, wait to detect water this moment and can get into inside the transparent post 403 through water inlet 404, then the outside surface of transparent post 403 closely laminates there is scale mark 405, the water level can embody through scale mark 405 this moment, the water level monitoring effect to bridge foundation pile 1 has just so been accomplished, the equidistant distribution of scale mark 405 detects the water level that can be better at the outside surface of transparent post 403, the inner wall size of second screw hole 401 coincides with the outer wall size of second screw post 402, can be better fix second screw post 402.

Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.

Claims (6)

1. The utility model provides a bridge foundation pile that highway bridge reinforcement performance is good, includes bridge foundation pile (1) and strengthening mechanism (3), and wherein strengthening mechanism (3) include base (301), first screw thread post (302), limiting plate (303), spacing hole (304), first screw hole (305) and bolt (306), its characterized in that: the bridge foundation pile is characterized in that a foundation (2) is fixedly connected to the lower surface of the bridge foundation pile (1), a reinforcing mechanism (3) is arranged on the upper surface of the foundation (2), a water level monitoring mechanism (4) is connected to the upper surface of the foundation (2) in a threaded mode, and a bridge column (5) is fixedly connected to the upper surface of the foundation (2).

2. The bridge foundation pile with good highway bridge reinforcement performance according to claim 1, wherein: the foundation structure is characterized in that a base (301) is fixedly connected to the upper surface of the foundation (2), a first threaded column (302) is fixedly connected to the upper surface of the base (301), a limiting plate (303) is slidably connected to the outer side surface of the first threaded column (302), a limiting hole (304) is formed in the upper surface of the limiting plate (303), a first threaded hole (305) is formed in one side surface of the limiting plate (303), and a bolt (306) is connected to the inner side surface of the first threaded hole (305) in a threaded mode.

3. The bridge foundation pile with good highway bridge reinforcement performance according to claim 2, wherein: the limiting holes (304) are symmetrically arranged on the central axis of the limiting plate (303), and the limiting plates (303) are distributed on the outer side surface of the first threaded column (302) at equal intervals.

4. The bridge foundation pile with good highway bridge reinforcement performance according to claim 2, wherein: the inner wall size of the limiting hole (304) is matched with the outer wall size of the first threaded column (302), and the inner wall size of the first threaded hole (305) is matched with the outer wall size of the bolt (306).

5. The bridge foundation pile with good highway bridge reinforcement performance according to claim 1, wherein: the water level monitoring mechanism (4) comprises a second threaded hole (401), a second threaded column (402), a transparent column (403), a water inlet hole (404) and scale marks (405), wherein the second threaded hole (401) is formed in the upper surface of the foundation (2), the second threaded column (402) is connected with the inner side of the second threaded hole (401) in a threaded manner, the transparent column (403) is fixedly connected with the upper end surface of the second threaded column (402), the water inlet hole (404) is formed in one side surface of the transparent column (403), and the scale marks (405) are tightly attached to the outer side surface of the transparent column (403).

6. The bridge foundation pile with good highway bridge reinforcement performance according to claim 5, wherein: the scale marks (405) are distributed on the outer side surface of the transparent column (403) at equal intervals, and the inner wall size of the second threaded hole (401) is matched with the outer wall size of the second threaded column (402).