Road end formwork with steel bar supports on single side

Abstract

The utility model discloses a road end formwork with steel bar supports on one side, which comprises an end formwork body, the end formwork body abuts against the end portion of a road steel reinforcement cage, and a plurality of first through holes for a plurality of main steel bars of the road steel reinforcement cage to penetrate through in a one-to-one correspondence mode are formed in the end formwork body at intervals in the length direction; the supporting plate is used for supporting the multiple main reinforcements in an auxiliary mode, the supporting plate is arranged on the side, back to a road reinforcement cage, of the end formwork body, the supporting plate and the end formwork body are arranged in parallel in a spaced mode, and a plurality of second through holes allowing the multiple main reinforcements to penetrate in a one-to-one correspondence mode are formed in the supporting plate in the length direction at intervals; and the multiple connecting ribs are connected between the supporting plate and the end formwork body at intervals, and the construction quality is improved by arranging the road end formwork.

Description

Technical Field

[0001] The utility model relates to the technical field of building construction, in particular to a road end formwork with a unilateral steel bar support. Background Technique

[0002] During the service period of the concrete surface layer of municipal roads, thermal expansion and contraction phenomena will occur under the influence of temperature changes. In order to prevent the concrete surface layer from cracking and warping due to the expansion and contraction effects, vertical and horizontal joints that intersect perpendicularly should be set on the concrete surface layer, so that the temperature stress is released at the joint position without damaging the concrete surface layer.

[0003] The expansion joint is an important form among the vertical and horizontal joints. Tie bars or dowel bars (steel bars) need to be set at the expansion joint position to transfer the load and thus improve the mechanical integrity between adjacent two panels. In the case of discontinuous pouring, the expansion joint is usually constructed by the fixed method of the head wood formwork. This method has more formwork components and low assembly efficiency, and cannot provide effective support and limit for the main road steel bars. During the concrete pouring and vibrating process, the main steel bars are prone to shift, affecting the construction quality of the concrete road. Content of the Utility Model

[0004] The purpose of the utility model is to overcome the defects of the prior art and provide a road end formwork with a unilateral steel bar support, which is convenient for installation, provides a support effect for the main road steel bars, ensures the stability of the main steel bars, and avoids the influence of the disturbance of the concrete on the main steel bars during the concrete pouring and vibrating.

[0005] To achieve the above purpose, the technical solution adopted by the utility model is a road end formwork with a unilateral steel bar support, including:

[0006] An end formwork body for abutting against the end of the road steel cage, and a plurality of first through holes for the corresponding penetration of a plurality of main steel bars of the road steel cage are arranged at intervals along the length direction on the end formwork body;

[0007] A support plate for assisting in supporting the plurality of main steel bars, the support plate is arranged on the side of the end formwork body facing away from the road steel cage, the support plate is arranged parallel and spaced apart from the end formwork body, and a plurality of second through holes for the corresponding penetration of the plurality of main steel bars are arranged at intervals along the length direction on the support plate;

[0008] A plurality of connecting bars, and the plurality of connecting bars are connected at intervals between the support plate and the end formwork body.

[0009] A further improvement of the road end formwork with unilateral steel bar support of the present utility model lies in that clamping plates are further connected to both ends of the formwork body, and both of the clamping plates extend towards the direction of the road steel reinforcement cage. In the installation state of the formwork body, the two clamping plates respectively block the relative outer sides of the side formworks on both sides of the road steel reinforcement cage.

[0010] A further improvement of the road end formwork with unilateral steel bar support of the present utility model lies in that diagonal braces are connected to the relative outer sides of the formwork body and the relative outer sides of the two clamping plates.

[0011] A further improvement of the road end formwork with unilateral steel bar support of the present utility model lies in that the formwork body is a steel plate.

[0012] Compared with the prior art, the advantages of the present utility model are as follows:

[0013] By providing a support plate and opening a plurality of second through holes in the support plate, each main reinforcement passes through the first through hole and the second through hole in sequence. Two points form a line, providing a stable support effect for each main reinforcement and avoiding the influence of the disturbance of the concrete during concrete pouring and vibration on the main reinforcement. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] In order to more clearly illustrate the technical solutions in the embodiments of the present utility model, the following will briefly introduce the drawings required for the description of the embodiments. Obviously, the following drawings are only some embodiments of the present utility model. For those of ordinary skill in the art, without creative efforts, other drawings can also be obtained based on these drawings.

[0015] Figure 1 It is a top view of the use state of the road end formwork with unilateral steel bar support of the present utility model.

[0016] Figure 2 It is a structural schematic diagram of the road end formwork with unilateral steel bar support of the present utility model.

[0017] In the figure: 1, formwork body; 2, support plate; 3, connecting bar; 4, clamping plate; 5, side formwork; 6, main reinforcement; 7, first through hole; 8, second through hole. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0018] The following uses specific specific examples to illustrate the implementation manners of the present utility model. Those skilled in the art can easily understand the other advantages and effects of the present utility model from the content disclosed in this specification. The present utility model can also be implemented or applied through other different specific implementation manners. Various details in this specification can also be modified or changed based on different viewpoints and applications without departing from the spirit of the present utility model.

[0019] The following further elaborates on the road end formwork with single-sided steel bar support of the present utility model in conjunction with the accompanying drawings and specific embodiments.

[0020] Please refer to Figures 1 to 2 , the road end formwork with single-sided steel bar support includes:

[0021] The end formwork body 1, which is used to abut against the end of the road steel reinforcement cage. A plurality of first through holes 7 are provided at intervals along the length direction of the end formwork body 1 for a plurality of main steel bars 6 of the road steel reinforcement cage to pass through one by one;

[0022] The support plate 2 for assisting in supporting a plurality of the main steel bars 6. The support plate 2 is arranged on the side of the end formwork body 1 facing away from the road steel reinforcement cage. The support plate 2 is arranged in parallel and at intervals with the end formwork body 1. A plurality of second through holes 8 are provided at intervals along the length direction of the support plate 2 for a plurality of the main steel bars 6 to pass through one by one;

[0023] A plurality of connecting bars 3, and a plurality of the connecting bars 3 are connected at intervals between the support plate 2 and the end formwork body 1.

[0024] Specifically, a plurality of the first through holes 7 and a plurality of the second through holes 8 are arranged in one-to-one correspondence, and the heights of a plurality of the first through holes 7 and a plurality of the second through holes 8 are the same.

[0025] By arranging the support plate 2 and providing a plurality of the second through holes 8 in the support plate 2, each main steel bar 6 passes through the first through hole 7 and the so-called second through hole 8 in sequence. Two points form a straight line, providing stable support and limiting effect for each main steel bar 6, and avoiding the influence of the disturbance of the concrete during concrete pouring and vibration on the main steel bar 6.

[0026] Preferably, clamping plates 4 are further connected to both ends of the end formwork body 1. Both of the two clamping plates 4 extend towards the direction of the road steel reinforcement cage. In the installation state of the end formwork body 1, the two clamping plates 4 respectively block the relative outer sides of the two side formworks 5 of the road steel reinforcement cage.

[0027] By arranging the two clamping plates 4 to block both of the two side formworks 5 inside, the connection stability of the end formwork body 1 is improved.

[0028] Preferably, diagonal braces are connected to the relative outer sides of the end formwork body 1 and the relative outer sides of the two clamping plates 4.

[0029] Specifically, one end of the diagonal brace abuts against the clamping plate 4 or the other end of the end formwork body 1 supports on the ground.

[0030] By arranging the diagonal brace to install the end formwork body 1, it is convenient for installation, disassembly and turnover.

[0031] Preferably, the end formwork body 1 is made of steel plate.

[0032] By setting the end template body 1 as a steel plate, the stiffness of the end template body 1 is improved, the deformation of the end template body 1 is reduced, and the service life is extended.

[0033] It should be noted that the structures, ratios, sizes, etc. shown in the drawings of this specification are only used to cooperate with the content disclosed in the specification for those who are familiar with this technology to understand and read, and are not used to limit the limiting conditions under which the present invention can be implemented. Therefore, they do not have technical substance. Any modification of the structure, change of the ratio relationship, or adjustment of the size, without affecting the effects that the present invention can produce and the purposes that can be achieved, should still fall within the scope covered by the technical content disclosed by the present invention. At the same time, the terms such as "upper", "lower", "left", "right", "middle", and "one" cited in this specification are only for the convenience of clear narration and are not used to limit the scope under which the present invention can be implemented. The change or adjustment of their relative relationships, without substantial change in the technical content, should also be regarded as the scope under which the present invention can be implemented.

[0034] The above are only the preferred embodiments of the present invention, and do not impose any form of limitation on the present invention. Although the present invention has been disclosed above with the preferred embodiments, it is not used to limit the present invention. Any person skilled in the art, within the scope of the technical solution of the present invention, can make some changes or modifications to the above-disclosed technical content to form equivalent embodiments with equivalent changes. However, as long as the content does not deviate from the technical solution of the present invention, any simple modification, equivalent change, and modification made to the above embodiments according to the technical essence of the present invention still fall within the scope of the technical solution of the present invention.

Claims

1. A road end formwork with a single-sided steel bar support, characterized in that, Including: An end formwork body for abutting against the end of a road reinforcement cage, and a plurality of first through holes for the corresponding penetration of a plurality of main reinforcement bars of the road reinforcement cage are arranged at intervals along the length direction on the end formwork body; A support plate for assisting in supporting the plurality of main reinforcement bars, the support plate is arranged on the side of the end formwork body facing away from the road reinforcement cage, the support plate is arranged parallel and spaced apart from the end formwork body, and a plurality of second through holes for the corresponding penetration of the plurality of main reinforcement bars are arranged at intervals along the length direction on the support plate; A plurality of connecting bars, and the plurality of connecting bars are connected at intervals between the support plate and the end formwork body.

2. The road end formwork with single-sided steel bar support according to claim 1, characterized in that, Clamping plates are further connected to both ends of the end formwork body, and both of the clamping plates extend towards the direction of the road reinforcement cage. In the installation state of the end formwork body, the two clamping plates respectively block the relative outer sides of the side formworks on both sides of the road reinforcement cage.

3. The road end formwork with single-sided steel bar support according to claim 2, characterized in that, Diagonal braces are connected to the relative outer sides of the end formwork body and the relative outer sides of the two clamping plates.

4. The road end formwork with single-sided steel bar support as described in claim 1 is characterized in that, The end formwork body is made of steel plate.

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