CN214819527U

CN214819527U - Concrete structure curing means

Info

Publication number: CN214819527U
Application number: CN202121921580.XU
Authority: CN
Inventors: 毕洪超; 李庆林; 王存银; 李国林; 姜欣; 靳云鹏
Original assignee: China Railway 19th Bureau Group Co Ltd; Fifth Engineering Co Ltd of China Railway 19th Bureau Group Co Ltd
Current assignee: China Railway 19th Bureau Group Co Ltd; Fifth Engineering Co Ltd of China Railway 19th Bureau Group Co Ltd
Priority date: 2021-08-17
Filing date: 2021-08-17
Publication date: 2021-11-23
Anticipated expiration: 2031-08-17

Abstract

The application provides a concrete structure curing means, include by the standpipe of being constructed for the lengthwise form, follow the lengthwise direction interval of standpipe sets up the backup pad, follows the lengthwise direction of standpipe sets up the flitch, the backup pad is located concrete structure's upper surface, the flitch pastes and leans on concrete structure's side, two the below of the standpipe between the backup pad is constructed there is the apopore, construct on the flitch with the water leakage groove that the apopore corresponds. Can ensure the surface of the concrete structure to be uniformly maintained.

Description

Concrete structure curing means

Technical Field

The application relates to the field of maintenance equipment, in particular to a concrete structure maintenance device.

Background

In the related art, the surface of the concrete structure is maintained by manually spraying water, which has the problems of uneven surface maintenance of the concrete structure and large labor intensity of workers.

SUMMERY OF THE UTILITY MODEL

The present application is directed to solving, at least to some extent, one of the technical problems in the related art.

Therefore, the purpose of this application lies in providing a concrete structure curing means, can guarantee that concrete structure surface maintenance is even.

In order to realize above-mentioned purpose, the application provides a concrete structure curing means, include by the standpipe that is constructed for the lengthwise form, follow the lengthwise direction interval of standpipe sets up the backup pad, follows the lengthwise direction of standpipe sets up the flitch, the backup pad is located concrete structure's upper surface, the flitch pastes and leans on concrete structure's side, two the below of standpipe between the backup pad is constructed there is the apopore, construct on the flitch have with the water leakage groove that the apopore corresponds.

According to the concrete structure curing means that this application provided, through setting up the backup pad in the interval of aqua storage pipe below, set up the flitch that is used for leaning on with concrete structure's side in the outside of aqua storage pipe to set up the water leakage groove that corresponds with the apopore of aqua storage pipe below on the flitch, the water flows out to concrete structure's upper surface through the apopore in the aqua storage pipe, and flows down from concrete structure's side, makes concrete structure's surface maintenance even.

In addition, the concrete structure maintenance device provided by the application can also have the following additional technical characteristics:

further, one end of the water storage pipe is closed.

Further, the water outlet holes comprise an inner side water outlet hole and an outer side water outlet hole.

Further, the inner side water outlet hole and the outer side water outlet hole are symmetrically arranged.

Further, the support plates are arranged at equal intervals along the lengthwise direction of the water storage pipe.

Further, the supporting plate is perpendicular to the flitch plate.

Furthermore, the supporting plate is fixedly connected with the flitch plate.

Further, the bottom surface of the supporting plate is positioned inside the water leakage groove.

Drawings

The foregoing and/or additional aspects and advantages of the present application will become apparent and readily appreciated from the following description of the embodiments, taken in conjunction with the accompanying drawings of which:

fig. 1 is a schematic view of a concrete structure maintenance device according to an embodiment of the present application;

FIG. 2 is a left side schematic view of FIG. 1;

FIG. 3 is a schematic right-side view of FIG. 1;

reference numerals:

100. a water storage pipe; 101. a water storage cavity; 102. an inner water outlet hole; 103. an outer water outlet hole;

200. a support plate;

300. pasting a board; 301. a water leakage groove;

400. a concrete structure.

Detailed Description

Reference will now be made in detail to embodiments of the present application, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the drawings are exemplary and intended to be used for explaining the present application and should not be construed as limiting the present application.

The concrete structure maintenance device according to the embodiment of the present application will be described below with reference to the accompanying drawings.

As shown in fig. 1 to 3, the concrete structure maintenance device according to the embodiment of the present application includes a water storage pipe 100, a support plate 200, and a patch plate 300.

Specifically, the water storage tube 100 is configured to be a longitudinal tubular shape, one end of the water storage tube is closed, the other end of the water storage tube is a water inlet end, the water storage tube 100 has a cylindrical water storage cavity 101, and an inner water outlet 102 and an outer water outlet 103 are opened below the water storage tube 100.

It should be noted that the water storage pipes 100 are arranged along the extension direction of the concrete structure 400 and are placed at the edge of the top surface of the concrete structure 400.

The inner nozzle hole 102 is directed toward the inside of the top surface of the concrete structure 400, and the outer nozzle hole 103 is directed toward the outside of the top surface of the concrete structure 400.

For example, the inner outlet 102 and the outer outlet 103 are symmetrically arranged on both sides of the reservoir 100 in the axial direction.

Optionally, the inner outlet 102 and the outer outlet 103 are both long straight holes extending along the length direction of the water storage pipe 100.

In this embodiment, in order to allow the water storage pipe 100 to be stably placed on the top surface of the concrete structure 400, a plurality of support plates 200 are provided at equal intervals in the longitudinal direction of the water storage pipe 100, and the support plates 200 are perpendicular to the axis of the water storage pipe 100 and are fixedly coupled to the water storage pipe 100.

It should be noted that the water storage pipe 100 is erected on a plurality of support plates 200, and the inner outlet 102 and the outer outlet 103 are located between two adjacent support plates 200, and a plurality of water channels are formed on the top surface of the concrete structure 400 by the plurality of support plates 200, and water in the water storage pipe 100 flows into the water channels through the inner outlet 102 and the outer outlet 103, and flows along the water channels to both left and right sides of the concrete structure 400.

In addition, a plate 300 is fixedly coupled in a longitudinal direction of the water storage pipe 100, and the plate 300 is attached to a side of the concrete structure 400.

In the present embodiment, the supporting plate 200 is perpendicular to the patch panel 300, and the supporting plate 200 is fixedly connected to the patch panel 300.

It can be understood that, in order to make water flow smoothly to the left and right sides of the concrete structure 400, the water leakage groove 301 is formed on the attachment plate 300, and the size of the opening of the water leakage groove 301 in the height direction should satisfy the following requirements: the water leakage groove 301 extends from above the top surface of the concrete structure 400 to the side surface of the concrete structure 400, i.e., the bottom surface of the support plate 200 should be located inside the water leakage groove 301.

It should be noted that the water in the water storage pipe 100 flows into the top surface of the concrete structure 400 through the inner side outlet hole 102 and the outer side outlet hole 103, and flows to the side surface of the concrete structure 400 along the water channel formed by the two adjacent support plates 200, and when the water flows out of the water leakage channel 301, the water flow carries the air between the attachment plate 300 and the side surface of the concrete structure 400, so that the attachment plate 300 can be attached to the side surface of the concrete structure 400, and the stability of the water storage pipe 100 is improved to a certain extent.

According to the concrete structure curing means that this application provided, through setting up backup pad 200 in the interval below standpipe 100, set up the flitch 300 that is used for leaning on with the side of concrete structure 400 in the outside of standpipe 100 to set up the hourglass basin 301 that corresponds with the apopore of standpipe 100 below on the flitch, the water in the standpipe 301 flows to the upper surface of concrete structure 400 through the apopore, and flows down from the side of concrete structure 400, makes the surface maintenance of concrete structure 400 even.

Although embodiments of the present application have been shown and described above, it should be understood that the above embodiments are exemplary and should not be construed as limiting the present application, and that changes, modifications, substitutions and alterations can be made to the above embodiments by those of ordinary skill in the art within the scope of the present application.

Claims

1. The concrete structure maintenance device is characterized by comprising water storage pipes constructed in a longitudinal shape, supporting plates are arranged at intervals along the longitudinal direction of the water storage pipes, flitch plates are arranged along the longitudinal direction of the water storage pipes and are positioned on the upper surface of a concrete structure, the flitch plates are attached to the side surface of the concrete structure, water outlet holes are formed below the water storage pipes between the two supporting plates, and water leakage grooves corresponding to the water outlet holes are formed in the flitch plates.

2. The concrete structure maintenance device of claim 1, wherein,

one end of the water storage pipe is closed.

3. The concrete structure maintenance device of claim 2, wherein,

the water outlet holes comprise an inner side water outlet hole and an outer side water outlet hole.

4. The concrete structure maintenance device of claim 3, wherein,

the inner side water outlet and the outer side water outlet are symmetrically arranged.

5. The concrete structure maintenance device of claim 4, wherein,

the supporting plates are arranged at equal intervals along the longitudinal direction of the water storage pipe.

6. The concrete structure maintenance device of claim 5, wherein,

the supporting plate is perpendicular to the flitch plate.

7. The concrete structure maintenance device of claim 6, wherein,

the supporting plate is fixedly connected with the pasting plate.

8. The concrete structure maintenance device of claim 7, wherein,

the bottom surface of the supporting plate is positioned in the water leakage groove.