A one-piece tire frame for tying steel bars of assembled cover culvert wall

By designing a one-piece tire frame, the combination of bracket and positioning components can be used to realize the lateral binding of the steel bars of the cover culvert wall, solving the problems of large footprint and low efficiency of the existing tire frame, and improving the efficiency of steel bar binding and site utilization Rate.

CN112916771BActive Publication Date: 2024-12-20ZHEJIANG COMM CONSTR GRP CO LTD
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Patent Information

Application Number
CN202110078479.0
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2021-01-20
Publication Date
2024-12-20
Estimated Expiration
2041-01-20

AI Technical Summary

Technical Problem

The existing cover culvert side wall reinforced steel frames cover a large area and have low construction efficiency, which cannot meet the needs of a large number of prefabricated cover culverts.

Method used

A one-piece tire frame is designed, including a bracket, a positioning assembly and an operating platform. Through the combination of a positioning sleeve and a positioning rod, the lateral binding of the steel bars is achieved, which saves the site and improves efficiency.

Benefits of technology

It effectively reduces the working height, avoids deformation of the steel bar frame, saves site area, improves the efficiency of steel bar binding, and solves the problems of low efficiency and large land occupation of existing tire frames.

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Abstract

A one-piece tire frame for tying steel bars of an assembled cover culvert wall comprises a bracket and a positioning assembly. The positioning assembly is evenly distributed on the bracket. The positioning assembly comprises a positioning sleeve and a positioning rod. The positioning sleeve is evenly distributed along the height direction of the bracket. The positioning rod is inserted into the positioning sleeve. The steel bars of the cover culvert wall are positioned and fixed by the positioning assembly, which is convenient for subsequent tying of the steel bars and improves the efficiency of steel bar tying.
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Description

Technical Field

[0001] The invention belongs to the technical field of assembled components of bridge and culvert engineering, and in particular relates to a one-piece tire frame used for tying steel bars of an assembled cover culvert wall. Background Art

[0002] In the assembly construction of bridges and culverts, culverts are usually prefabricated in factories, while for the prefabrication of the wall of the slab culvert, the steel bars must be installed by binding with a special cradle. The existing conventional cradles for the side wall steel bars of the slab culvert are generally horizontally bound, that is, the side wall is laid flat, which makes the side wall steel bar cradle occupy a large area, and can only bind and install the side wall steel bars of one section at a time, which reduces the construction efficiency and cannot meet the steel bar installation requirements of a large number of prefabricated slab culverts. Summary of the invention

[0003] In view of the above shortcomings, the technical problem to be solved by the present invention is to provide a one-piece cradle for tying the steel bars of the prefabricated cover culvert wall. The structure occupies little space, is simple to operate, and is highly efficient. It is a one-piece cradle structure for tying the steel bars of the prefabricated cover culvert wall.

[0004] In order to solve the above technical problems, the technical solution adopted by the present invention is:

[0005] A one-piece tire frame for tying steel bars of assembled cover culvert walls comprises a bracket and a positioning assembly, wherein the positioning assembly is evenly distributed on the bracket, the positioning assembly comprises a positioning sleeve and a positioning rod, the positioning sleeve is evenly distributed along the height direction of the bracket, and the positioning rod is inserted into the positioning sleeve.

[0006] Furthermore, the bracket includes a longitudinal portion and a transverse portion, both sides of the longitudinal portion are fixedly connected with positioning components, and one side of the transverse portion facing the longitudinal portion is fixedly connected with the positioning component.

[0007] Furthermore, the bracket includes a channel steel base, a channel steel column and an operating platform. The channel steel column is fixedly connected to the channel steel base, the operating platform is fixedly installed on the channel steel column, and the positioning sleeves are evenly distributed on the channel steel column.

[0008] Furthermore, the operating platform includes a platform plate and platform channel steel, the platform channel steel is fixedly connected to the channel steel column, and the platform plate is laid on the platform channel steel.

[0009] Furthermore, the bracket is connected with upper and lower channels, and the upper and lower channels are connected with the operating platform.

[0010] Furthermore, a handrail is fixedly connected to the channel steel column, and the handrail is located above the platform plate and the upper and lower passages.

[0011] Furthermore, an operating gap is provided between the railing and the platform plate, and between the upper and lower passages.

[0012] Furthermore, the positioning sleeve is a hollow steel pipe welded to the channel steel column.

[0013] Furthermore, the one-piece tire frame is used to tie the steel bars of the slab culvert wall, and the steel bars of the slab culvert wall include vertical steel bar rings and transverse steel bar rings, and the vertical steel bar rings are vertically fixedly connected with the transverse steel bar rings.

[0014] Furthermore, the vertical reinforcement ring is detachably connected to the positioning rod.

[0015] The beneficial effect of the present invention is that by laterally tying the side wall steel bars, the height during operation is effectively reduced, and at the same time the finished steel bars can be directly hoisted without turning them over, thereby preventing the steel bar skeleton from being deformed; tying the two side wall steel bars by a one-piece cradle not only saves site area but also improves efficiency; this cradle makes up for the problems of low efficiency and large footprint of existing steel bar cradles. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 It is a structural schematic diagram of the one-piece tire frame.

[0017] Figure 2 This is a partial enlarged view of point A.

[0018] Figure 3 It is a schematic diagram of the structure of wall reinforcement.

[0019] Figure 4 This is a three-dimensional image of the slab culvert.

[0020] Figure numerals: bracket 1, positioning assembly 2, positioning sleeve 3, positioning rod 4, longitudinal part 5, transverse part 6, channel steel base 7, channel steel column 8, operating platform 9, platform plate 10, platform channel steel 11, railing 12, operating gap 13, vertical steel bar ring 14, transverse steel bar ring 15. DETAILED DESCRIPTION

[0021] The present invention will be further described below in conjunction with the accompanying drawings.

[0022] A one-piece tire frame for tying steel bars of an assembled cover culvert wall comprises a bracket 1 and a positioning assembly 2. The positioning assembly 2 is evenly distributed on the bracket 1. The positioning assembly 2 comprises a positioning sleeve 3 and a positioning rod 4. The positioning sleeve 3 is evenly distributed along the height direction of the bracket 1. The positioning rod 4 is inserted into the positioning sleeve 3. The steel bars of the cover culvert wall are positioned and fixed by the positioning assembly 2, which is convenient for subsequent tying of the steel bars and improves the efficiency of steel bar tying.

[0023] The bracket 1 includes a longitudinal portion 5 and a transverse portion 6, and positioning components 2 are fixedly connected to both sides of the longitudinal portion 5, and the transverse portion 6 is fixedly connected to one side of the longitudinal portion 5 with a positioning component 2. Preferably, the bracket 1 is T-shaped or L-shaped, and the steel bars are positioned and fixed by the longitudinal portion 5 and the transverse portion 6 respectively, so as to improve the accuracy of the steel bar binding.

[0024] The bracket 1 includes a channel steel base 7, a channel steel column 8 and an operating platform 9. The channel steel column 8 is fixedly connected to the channel steel base 7, the operating platform 9 is fixedly installed on the channel steel column 8, and the positioning sleeves 3 are evenly distributed on the channel steel column 8.

[0025] The operating platform 9 includes a platform plate 10 and a platform channel steel 11. The platform channel steel 11 is fixedly connected to the channel steel column 8. The platform plate 10 is laid on the platform channel steel 11. The setting of the operating platform 9 facilitates workers to tie higher steel bars.

[0026] The bracket 1 is connected with an up-and-down channel 12 , which is connected to the operating platform 9 , so that the user can go up and down the operating platform 9 .

[0027] A handrail 12 is fixedly connected to the channel steel column 8, and the handrail 12 is located above the platform plate 10 and the upper and lower passages 12, so as to provide protection for the workers located on the operating platform and the upper and lower passages.

[0028] An operating gap 13 is provided between the railing 12 and the platform plate 10 and the upper and lower channels 12. The setting of the operating gap 13 makes it convenient for workers to tie the steel bars.

[0029] The positioning sleeve 3 is a hollow steel pipe, which is welded to the channel steel column 8 to facilitate the insertion of the positioning rod.

[0030] The one-piece tire frame is used to tie the steel bars of the cover culvert wall. The cover culvert wall steel bars include vertical steel bar rings 14 and transverse steel bar rings 15. The vertical steel bar rings 14 are vertically fixedly connected to the transverse steel bar rings 15. The vertical steel bar rings 14 are detachably connected to the positioning rods 4, which makes it easy to position and fix the vertical steel bar rings 14 through the positioning rods, thereby improving the binding accuracy of the vertical steel bar rings 14.

[0031] In some preferred embodiments, the culvert wall reinforcement includes culvert side wall reinforcement 16, culvert side wall body 17 and cover plate 18. During construction, two culvert side wall reinforcements 16 are first tied and formed by the device, the two culvert side wall reinforcements 16 are spliced, and then concrete is poured to form the culvert side wall body 17. The cover plate 18 is covered on top of the culvert side wall body 17.

[0032] This device uses lateral binding for the side wall reinforcement, and then directly hoisted to the concrete pouring pedestal for installation. There is no need to flip it during the process. After the formwork is erected and the concrete is poured, it only needs to be transported sideways to the site and then flipped 90 degrees sideways for hoisting and installation.

[0033] The above description of the disclosed embodiments enables one skilled in the art to implement or use the present invention. Various modifications to these embodiments will be apparent to one skilled in the art, and the general principles defined herein may be implemented in other embodiments without departing from the spirit or scope of the present invention; therefore, the present invention will not be limited to the embodiments shown herein, but rather to the widest scope consistent with the principles and novel features disclosed herein.

[0034] Although this article uses more terms corresponding to the figure marks in the figures, it does not exclude the possibility of using other terms; these terms are used only to more conveniently describe and explain the essence of the present invention; interpreting them as any additional limitations is contrary to the spirit of the present invention.

Claims

1. A one-piece tire frame for tying steel bars of assembled cover culvert wall, characterized in that: The invention comprises a bracket (1) and a positioning assembly (2), wherein the positioning assembly (2) is evenly distributed on the bracket (1), the positioning assembly (2) comprises a positioning sleeve (3) and a positioning rod (4), the positioning sleeve (3) is evenly distributed along the height direction of the bracket (1), and the positioning rod (4) is inserted into the positioning sleeve (3); The bracket (1) comprises a longitudinal portion (5) and a transverse portion (6), both sides of the longitudinal portion (5) are fixedly connected to the positioning components (2), and the side of the transverse portion (6) facing the longitudinal portion (5) is fixedly connected to the positioning component (2); The bracket (1) comprises a channel steel base (7), a channel steel column (8) and an operating platform (9), wherein the channel steel column (8) is fixedly connected to the channel steel base (7), the operating platform (9) is fixedly mounted on the channel steel column (8), and the positioning sleeves (3) are evenly distributed on the channel steel column (8); The operating platform (9) comprises a platform plate (10) and a platform channel steel (11), wherein the platform channel steel (11) is fixedly connected to the channel steel column (8), and the platform plate (10) is laid on the platform channel steel (11); The one-piece tire frame is used to tie the steel bars of the cover culvert wall, wherein the steel bars of the cover culvert wall include a vertical steel bar ring (14) and a transverse steel bar ring (15), and the vertical steel bar ring (14) and the transverse steel bar ring (15) are vertically fixedly connected; The vertical steel bar ring (14) is detachably connected to the positioning rod (4); The slab culvert comprises slab culvert side wall steel bars (16), a slab culvert side wall body (17) and a cover plate (18). During construction, two slab culvert side wall steel bars (16) are first formed by binding with the one-piece tire frame, the two slab culvert side wall steel bars (16) are spliced, and then concrete is poured to form the slab culvert side wall body (17). The cover plate (18) is placed on top of the slab culvert side wall body (17); The one-piece frame uses lateral binding for the slab culvert side wall reinforcement bars (16), and then is directly hoisted onto the concrete pouring pedestal for installation without being turned over during the process. After the formwork is erected and concrete pouring is completed, it only needs to be transported sideways to the site and then turned 90 degrees sideways for hoisting and installation.

2. The one-piece tire frame for tying the reinforcement bars of the assembled cover culvert wall according to claim 1 is characterized in that: The bracket (1) is connected with an upper and lower channel, and the upper and lower channels are connected to the operating platform (9).

3. The one-piece tire frame for tying the reinforcement bars of the assembled cover culvert wall according to claim 2 is characterized in that: A railing (12) is fixedly connected to the channel steel column (8), and the railing (12) is located above the platform plate (10) and the upper and lower passages.

4. The one-piece tire frame for tying the reinforcement bars of the assembled slab culvert wall according to claim 3 is characterized in that: An operating gap (13) is provided between the handrail (12), the platform plate (10), and the upper and lower passages.

5. The one-piece tire frame for tying the reinforcement bars of the assembled slab culvert wall according to claim 1 is characterized in that: The positioning sleeve (3) is a hollow steel pipe, which is welded to the channel steel column (8).