CN214613661U

CN214613661U - Town road bridge crack reinforced structure

Info

Publication number: CN214613661U
Application number: CN202120431947.3U
Authority: CN
Inventors: 袁翰
Original assignee: Individual
Current assignee: Individual
Priority date: 2021-02-28
Filing date: 2021-02-28
Publication date: 2021-11-05
Anticipated expiration: 2031-02-28

Abstract

The application discloses a municipal road bridge crack reinforcing structure which comprises a soil base layer, a reinforcing mechanism and an installing mechanism, wherein a trapezoidal groove is formed in the top of the soil base layer, and a buffer plate is arranged in the trapezoidal groove; the reinforcing mechanism comprises a protection plate, a support steel plate and a connecting rod, the protection plate is sleeved on the threaded rod, the threaded rod is fixedly connected to the top of the support steel plate, the connecting rod is mounted at the bottom of the support steel plate, a first spring is sleeved outside the connecting rod, and the first spring is located on the inner side of the buffer plate; the installation mechanism comprises a positioning bolt, a bottom plate and a reinforcing strip, wherein the positioning bolt is inserted into a soil matrix, the bottom plate is sleeved at the bottom of the inner cavity of the trapezoidal groove, the top of the bottom plate is fixedly connected with the bottom end of a connecting rod, the reinforcing strip is sleeved on the positioning block, the positioning block is penetrated through by the positioning bolt, and one side of the positioning block is fixedly connected with a splicing block. The buffer plate and the connecting rod can support the bottom of the supporting steel plate; the second spring and the reinforcing bar may reinforce the positioning block.

Description

Town road bridge crack reinforced structure

Technical Field

The application relates to a reinforced structure, specifically is a town road bridge crack reinforced structure.

Background

The road and bridge generally consists of a plurality of parts such as a roadbed, a road surface, a bridge, a tunnel engineering facility, a traffic engineering facility and the like. With the development of the traffic industry, the number of high-grade roads mainly including expressways and first-grade roads is increased year by year, and the road industry of China starts to enter a new stage with the construction of the high-grade roads as the key point.

The bottom lacks buffer structure when consolidating the crack, and reinforced structure receives the damage easily when using, influences the life of whole structure, and the steel sheet is connected inseparably inadequately with pitch when the installation, and is difficult for becoming flexible, causes the droing of pitch, influences cracked whole reinforcement effect. Therefore, a municipal road bridge crack reinforcing structure is provided aiming at the problems.

Disclosure of Invention

A municipal road bridge crack reinforcing structure comprises a soil base layer, a reinforcing mechanism and an installing mechanism, wherein a trapezoidal groove is formed in the top of the soil base layer, and a buffer plate is arranged in the trapezoidal groove;

the reinforcing mechanism comprises a protection plate, a support steel plate and a connecting rod, the protection plate is sleeved on the threaded rod, the threaded rod is fixedly connected to the top of the support steel plate, the connecting rod is mounted at the bottom of the support steel plate, a first spring is sleeved outside the connecting rod, and the first spring is located on the inner side of the buffer plate;

the installation mechanism comprises a positioning bolt, a bottom plate and a reinforcing strip, wherein the positioning bolt is inserted into a soil matrix, the bottom plate is sleeved at the bottom of the inner cavity of the trapezoidal groove, the top of the bottom plate is fixedly connected with the bottom end of a connecting rod, the reinforcing strip is sleeved on the positioning block, the positioning block is penetrated through by the positioning bolt, and one side of the positioning block is fixedly connected with a splicing block.

Further, the connecting rod includes an interior pole and two outer poles, interior pole cup joints between two outer poles, two outer pole rigid coupling respectively is on supporting steel plate and bottom plate, through consolidating the bolted connection between bottom plate and the soil property basic unit, the thickness of bottom plate is greater than supporting steel plate.

Furthermore, the top end and the bottom end of the first spring are fixedly connected to the supporting steel plate and the bottom plate respectively, a splicing block is installed on one side of the top of the first spring and is connected with a splicing groove in a clamping mode, and the splicing groove is formed in one side, far away from the splicing block, of the supporting steel plate.

Furthermore, the locating piece rigid coupling is in supporting steel plate both sides, the locating piece totally is four, two the locating piece is a set of, and a set of rigid coupling has the second spring between the locating piece, the second spring is located the locating piece and keeps away from one side of reinforcing strip.

Furthermore, a rectangular through hole is formed in the top of the protection plate, the size of the rectangular through hole is larger than that of the anti-skidding groove, the anti-skidding groove is located above the positioning bolt, the protection plate is connected with the supporting steel plate in a sliding mode, and the thickness of the protection plate is the same as that of the supporting steel plate.

Further, the top of the buffer plate is clamped at the bottom of the supporting steel plate, the bottom of the buffer plate is fixedly connected to the bottom plate, the thickness of the buffer plate is smaller than that of the supporting steel plate, and the buffer plate is arc-shaped.

The beneficial effect of this application is: the application provides a municipal road bridge crack reinforced structure that buffering function just can splice in area.

Drawings

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

FIG. 1 is a schematic overall structure diagram of an embodiment of the present application;

FIG. 2 is a schematic view of a reinforcement bar according to an embodiment of the present application;

fig. 3 is a schematic diagram of a rectangular via structure according to an embodiment of the present application.

In the figure: 1. the protective plate, 2, the locating bolt, 3, the locating piece, 4, the buffer board, 5, the bottom plate, 6, the reinforcing bolt, 7, the dovetail groove, 8, soil texture basic unit, 9, the supporting steel plate, 10, the threaded rod, 11, first spring, 12, the splice piece, 13, the connecting rod, 14, the reinforcing strip, 15, the second spring, 16, the splice groove, 17, rectangle through-hole, 18, antiskid groove.

Detailed Description

In order to make the technical solutions better understood by those skilled in the art, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are only partial embodiments of the present application, but not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.

It should be noted that the terms "first," "second," and the like in the description and claims of this application and in the drawings described above are used for distinguishing between similar elements and not necessarily for describing a particular sequential or chronological order. It should be understood that the data so used may be interchanged under appropriate circumstances such that embodiments of the application described herein may be used. Furthermore, the terms "comprises," "comprising," and "having," and any variations thereof, are intended to cover a non-exclusive inclusion, such that a process, method, system, article, or apparatus that comprises a list of steps or elements is not necessarily limited to those steps or elements expressly listed, but may include other steps or elements not expressly listed or inherent to such process, method, article, or apparatus.

In this application, the terms "upper", "lower", "left", "right", "front", "rear", "top", "bottom", "inner", "outer", "middle", "vertical", "horizontal", "lateral", "longitudinal", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings. These terms are used primarily to better describe the present application and its embodiments, and are not used to limit the indicated devices, elements or components to a particular orientation or to be constructed and operated in a particular orientation.

Moreover, some of the above terms may be used to indicate other meanings besides the orientation or positional relationship, for example, the term "on" may also be used to indicate some kind of attachment or connection relationship in some cases. The specific meaning of these terms in this application will be understood by those of ordinary skill in the art as appropriate.

Furthermore, the terms "mounted," "disposed," "provided," "connected," and "sleeved" are to be construed broadly. For example, it may be a fixed connection, a removable connection, or a unitary construction; can be a mechanical connection, or an electrical connection; may be directly connected, or indirectly connected through intervening media, or may be in internal communication between two devices, elements or components. The specific meaning of the above terms in the present application can be understood by those of ordinary skill in the art as appropriate.

It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict. The present application will be described in detail below with reference to the embodiments with reference to the attached drawings.

Referring to fig. 1-3, the municipal road bridge crack reinforcing structure comprises a soil base layer 8, a reinforcing mechanism and a mounting mechanism, wherein a trapezoidal groove 7 is formed in the top of the soil base layer 8, and a buffer plate 4 is mounted inside the trapezoidal groove 7;

the reinforcing mechanism comprises a protection plate 1, a supporting steel plate 9 and a connecting rod 13, wherein the protection plate 1 is sleeved on a threaded rod 10, the threaded rod 10 is fixedly connected to the top of the supporting steel plate 9, the connecting rod 13 is installed at the bottom of the supporting steel plate 9, a first spring 11 is sleeved outside the connecting rod 13, and the first spring 11 is located on the inner side of the buffer plate 4;

installation mechanism includes pilot pin 2, bottom plate 5 and reinforcing strip 14, pilot pin 2 inserts in soil property basic unit 8, bottom plate 5 cup joints in 7 inner chamber bottoms of dovetail groove, 5 top rigid couplings of bottom plate have connecting rod 13 bottoms, reinforcing strip 14 cup joints on locating piece 3, locating piece 3 is run through by pilot pin 2, just 3 one side rigid couplings of locating piece have concatenation piece 12.

The connecting rod 13 comprises an inner rod and two outer rods, the inner rod is sleeved between the two outer rods, the two outer rods are fixedly connected to a supporting steel plate 9 and a bottom plate 5 respectively, the bottom plate 5 is connected with a soil base layer 8 through a reinforcing bolt 6, the thickness of the bottom plate 5 is larger than that of the supporting steel plate 9, and the bottom plate 5 is convenient to mount and fix; the top end and the bottom end of the first spring 11 are fixedly connected to the supporting steel plate 9 and the bottom plate 5 respectively, a splicing block 12 is installed on one side of the top of the first spring 11, the splicing block 12 is connected with a splicing groove 16 in a clamping mode, and the splicing groove 16 is formed in one side, far away from the splicing block 12, of the supporting steel plate 9, so that the supporting steel plate 9 can be spliced conveniently; the positioning blocks 3 are fixedly connected to two sides of the supporting steel plate 9, the number of the positioning blocks 3 is four, the two positioning blocks 3 form a group, a second spring 15 is fixedly connected between the group of the positioning blocks 3, and the second spring 15 is located on one side, far away from the reinforcing strip 14, of the positioning block 3, so that the reinforcing of the positioning block 3 is facilitated; the top of the protection plate 1 is provided with a rectangular through hole 17, the size of the rectangular through hole 17 is larger than that of an anti-skidding groove 18, the anti-skidding groove 18 is positioned above the positioning bolt 2, the protection plate 1 is connected with the supporting steel plate 9 in a sliding mode, and the thickness of the protection plate 1 is the same as that of the supporting steel plate 9, so that the protection plate 1 can be used conveniently; 4 tops blocks of buffer board are in supporting steel plate 9 bottoms, 4 bottom rigid couplings of buffer board are on bottom plate 5, the thickness of buffer board 4 is less than supporting steel plate 9, just buffer board 4 is the arc, is convenient for to 9 bottom buffer protection of supporting steel plate.

This application is when using, at first, it is fixed with bottom plate 5 at trapezoidal groove 7 internal installation to utilize reinforcing bolt 6, utilize the gim peg 2 to fix locating piece 3 on soil property basic unit 8, utilize splice block 12 and splice groove 16 can splice polylith supporting steel plate 9, second spring 15 and reinforcement strip 14 can be to the supporting steel plate 9 reinforcement after the concatenation, the height of nut regulation guard plate 1 on the rotation threaded rod 10, through injecting pitch in the cavity that rectangle through-hole 17 encloses between guard plate 1 and supporting steel plate 9, unnecessary pitch flows down and trapezoidal groove 7 lateral wall bonding, antiskid groove 18 and 1 surface of guard plate and coating pitch, accomplish fissured filling.

The application has the advantages that:

1. the bottom plate 5 and the positioning bolts 2 are beneficial to installation and limiting of the supporting steel plate 9, the buffer plate 4 and the connecting rods 13 can support the bottom of the supporting steel plate 9, the buffer effect of the bottom of the supporting steel plate 9 is kept, and damage to the whole structure during use is reduced;

2. this application is rational in infrastructure, and the height-adjustable of guard plate 1, rectangle through-hole 17 and antiskid groove 18 do benefit to being connected of pitch and guard plate 1 both sides, and second spring 15 and reinforcing strip 14 can be consolidated locating piece 3, reduce the not hard up in the supporting steel plate 9 use, and it is comparatively convenient to use.

The above description is only a preferred embodiment of the present application and is not intended to limit the present application, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, improvement and the like made within the spirit and principle of the present application shall be included in the protection scope of the present application.

Claims

1. The utility model provides a town road bridge crack reinforced structure which characterized in that: the soil base layer (8) is provided with a trapezoidal groove (7) at the top, and a buffer plate (4) is arranged in the trapezoidal groove (7);

the reinforcing mechanism comprises a protection plate (1), a supporting steel plate (9) and a connecting rod (13), the protection plate (1) is sleeved on a threaded rod (10), the threaded rod (10) is fixedly connected to the top of the supporting steel plate (9), the connecting rod (13) is installed at the bottom of the supporting steel plate (9), a first spring (11) is sleeved outside the connecting rod (13), and the first spring (11) is located on the inner side of the buffer plate (4);

installation mechanism includes pilot pin (2), bottom plate (5) and reinforcement strip (14), pilot pin (2) insert in soil property basic unit (8), bottom plate (5) cup joint in dovetail groove (7) inner chamber bottom, bottom plate (5) top rigid coupling has connecting rod (13) bottom, reinforcement strip (14) cup joint on locating piece (3), locating piece (3) are run through by pilot pin (2), just locating piece (3) one side rigid coupling has concatenation piece (12).

2. The municipal road bridge crack reinforcement structure of claim 1, wherein: connecting rod (13) include an interior pole and two outer poles, interior pole cup joints between two outer poles, two outer pole rigid coupling respectively is on supporting steel plate (9) and bottom plate (5), be connected through reinforcing bolt (6) between bottom plate (5) and soil property basic unit (8), the thickness of bottom plate (5) is greater than supporting steel plate (9).

3. The municipal road bridge crack reinforcement structure of claim 1, wherein: the top end and the bottom end of the first spring (11) are fixedly connected to the supporting steel plate (9) and the bottom plate (5) respectively, the splicing block (12) is installed on one side of the top of the first spring (11), the splicing block (12) is connected with the splicing groove (16) in a clamping mode, and the splicing groove (16) is arranged on one side, far away from the splicing block (12), of the supporting steel plate (9).

4. The municipal road bridge crack reinforcement structure of claim 1, wherein: locating piece (3) rigid coupling is in supporting steel plate (9) both sides, locating piece (3) are four altogether, two locating piece (3) are a set of, and are a set of the rigid coupling has second spring (15) between locating piece (3), second spring (15) are located locating piece (3) and keep away from the one side of reinforcing strip (14).

5. The municipal road bridge crack reinforcement structure of claim 1, wherein: rectangular through holes (17) are formed in the top of the protection plate (1), the size of each rectangular through hole (17) is larger than that of each anti-skidding groove (18), each anti-skidding groove (18) is located above the corresponding positioning bolt (2), the protection plate (1) is in sliding connection with the corresponding supporting steel plate (9), and the thickness of the protection plate (1) is the same as that of the corresponding supporting steel plate (9).

6. The municipal road bridge crack reinforcement structure of claim 1, wherein: buffer board (4) top block is in supporting steel plate (9) bottom, buffer board (4) bottom rigid coupling is on bottom plate (5), the thickness of buffer board (4) is less than supporting steel plate (9), just buffer board (4) are the arc.