Box girder steel bar binding positioning frame with damper

Abstract

The utility model relates to a box girder reinforcing steel bar binding positioning frame with a damper, which belongs to the technical field of box girder reinforcing steel bar binding and comprises a bottom girder, two supporting columns are fixedly mounted at the top of the bottom girder, two inclined supporting columns are fixedly mounted at the top of the bottom girder, the top ends of the inclined supporting columns are fixedly connected with one sides of the supporting columns, and the damper is arranged on the bottom girder. And four dampers are arranged on one side of the supporting column. According to the box girder steel bar binding positioning frame with the damper, the damper is arranged on one side of the supporting column, a damping positioning rod of the longitudinal positioning frame penetrates through the damper, the damping positioning rod makes contact with a damping inner container in the damper, and therefore friction force exists between the damping positioning rod and the damper; the longitudinal positioning frame is not easy to move in the steel bar binding process, and the problem that due to the fact that the steel pipe and the positioning rod are too loose, the positioning rod is easy to move in the steel bar binding process, and the position of the positioning rod needs to be repeatedly adjusted is solved.

Description

TECHNICAL FIELD

[0001] The utility model relates to box girder reinforcement binding technical field, specifically is box girder reinforcement binding positioning frame with damper. BACKGROUND

[0002] Box girder is a kind of girder structure commonly used in bridge engineering, its inside is hollow, upper two sides have flange, because it is similar to box and is named.Box girder is widely applied in modern bridge construction, has multiple advantages and characteristics, according to the different manufacturing materials, box girder is mainly divided into prestressed reinforced concrete box girder and steel box girder.Box girder needs to bear bridge dead weight and various loads in use process.Constant load is generally symmetrical action, mainly includes bridge pavement, traffic facilities and bridge self structure weight.Live load includes vehicle load, wind load etc., these can be symmetrical action, can also be asymmetric eccentric action.Steel box girder is usually used in large-span bridge, its internal structure can effectively disperse and bear greater load.

[0003] Prestressed reinforced concrete box girder involves multiple key steps in production, including prefabricated beam plate manufacturing, prestressed tendon tensioning, beam body concrete pouring and subsequent maintenance and detection etc.Ligature of steel reinforcement skeleton is the most complicated and longest in prefabricated box girder production operation, and is an important link in box girder prefabrication.

[0004] In order to improve the efficiency of box girder reinforcement binding, box girder reinforcement binding positioning frame is often used, the positioning rod of common box girder reinforcement binding positioning frame is usually arranged in the steel pipe welded on one side of support column, positioning rod is inserted into the interior during binding, and positioning rod is pulled out after completion, but, positioning rod is prone to move due to too loose between steel pipe and positioning rod during reinforcement binding, and the position of positioning rod needs to be repeatedly adjusted, in view of this, the utility model provides box girder reinforcement binding positioning frame with damper. UTILITY MODEL CONTENTS

[0005] In view of the defects of prior art, the utility model provides box girder reinforcement binding positioning frame with damper, has the advantages of preventing positioning rod from moving accidentally, solves the problem of positioning rod of common box girder reinforcement binding positioning frame, positioning rod is usually arranged in the steel pipe welded on one side of support column, positioning rod is inserted into the interior during binding, and positioning rod is pulled out after completion, but, positioning rod is prone to move due to too loose between steel pipe and positioning rod during reinforcement binding, and the position of positioning rod needs to be repeatedly adjusted.

[0006] In order to achieve the above object, the utility model provides the following technical scheme: box beam steel bar binding positioning frame with damper, including bottom beam, the top of bottom beam is fixedly installed with the support column of two numbers, the top of bottom beam is fixedly installed with the inclined support column of two numbers, the top of inclined support column is connected with one side of support column, one side of support column is provided with the damper of four numbers, the inside of damper is slidably installed with longitudinal positioning frame,

[0007] The damper includes a base fixedly installed on one side of the support column by bolts, a steel pipe fixedly installed on one side of the base, a damping inner bag fixedly installed in the steel pipe, and four mounting holes formed in one side of the base.

[0008] Further, two of the four dampers form a group, and a longitudinal positioning frame is slidably installed in the group of dampers.

[0009] Further, the longitudinal positioning frame includes two damping positioning rods slidably installed in the two groups of dampers, a pull rod fixedly installed at one end of the two damping positioning rods, a vertical rod fixedly installed between the two damping positioning rods, and a driven positioning rod fixedly installed on one side of the vertical rod.

[0010] Further, a hinge is fixedly installed at the top of the support column, and a rotating L-shaped steel is fixedly installed on the movable part of the hinge.

[0011] Further, one side of the rotating L-shaped steel is in contact with one side of the inclined support column, and a plurality of equally spaced inclined side positioning grooves are fixedly formed on the side of the rotating L-shaped steel perpendicular to the inclined support column.

[0012] Further, two bottom L-shaped steels are fixedly installed at the top of the bottom beam, and one side of each of the two bottom L-shaped steels away from each other is in contact with one side of the two inclined support columns opposite to each other.

[0013] Further, a plurality of equally spaced bottom positioning grooves are formed on the side of the bottom L-shaped steel perpendicular to the bottom beam.

[0014] Compared with the prior art, the box beam steel bar binding positioning frame with damper has the following beneficial effects:

[0015] 1. This damped box girder rebar tying positioning frame uses a damper installed on one side of the support column. The damping positioning rod of the longitudinal positioning frame passes through the damper, and the damping positioning rod contacts the damping inner liner in the damper. This creates friction between the damping positioning rod and the damper, preventing the longitudinal positioning frame from easily moving during rebar tying. This solves the problem of common box girder rebar tying positioning frames where the positioning rod is usually inserted into a steel pipe welded to one side of the support column. The positioning rod is inserted during tying and pulled out afterward. However, due to the looseness between the steel pipe and the positioning rod, the positioning rod easily moves during rebar tying, requiring repeated adjustments to its position.

[0016] 2. The box girder reinforcement binding and positioning frame with damper is constructed by hinged rotating L-shaped steel to the top of the support column. During reinforcement binding, one side of the rotating L-shaped steel is rotated to contact the diagonal support column, and the reinforcement is positioned by the diagonal positioning groove. After binding is completed, the rotating L-shaped steel is rotated upward to facilitate the lifting of the entire reinforcement cage from above. Attached Figure Description

[0017] Figure 1 This is a schematic diagram of the structure of this utility model;

[0018] Figure 2 This is a side sectional view of the structure of this utility model;

[0019] Figure 3 This is a side sectional view of the damper of this utility model;

[0020] Figure 4 This is a three-dimensional schematic diagram of the structural support of this utility model.

[0021] In the diagram: 1. Bottom beam; 2. Support column; 3. Diagonal brace column; 4. Damper; 41. Base; 42. Steel pipe; 43. Damping inner liner; 44. Mounting hole; 5. Longitudinal positioning frame; 51. Damping positioning rod; 52. Tie rod; 53. Vertical rod; 54. Driven positioning rod; 6. Hinge; 7. Rotating L-shaped steel; 71. Slanted side positioning groove; 8. Bottom L-shaped steel; 81. Bottom positioning groove. Detailed Implementation

[0022] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0023] Example 1: Please refer to Figures 1-4The box girder reinforcement binding and positioning frame with dampers includes a bottom beam 1, two support columns 2 are fixedly installed on the top of the bottom beam 1, two diagonal bracing columns 3 are fixedly installed on the top of the bottom beam 1, the top of the diagonal bracing column 3 is fixedly connected to one side of the support column 2, four dampers 4 are provided on one side of the support column 2, and a longitudinal positioning frame 5 is slidably installed inside the damper 4.

[0024] The damper 4 includes a base 41 bolted to one side of the support column 2. A steel pipe 42 is fixedly installed on one side of the base 41, and a damping liner 43 is fixedly installed inside the steel pipe 42. Four mounting holes 44 are provided on one side of the base 41. The damping liner 43 has a certain degree of elasticity, which allows the surface of the rod passing through it to fully contact the inner surface of the damping liner 43, forming a large frictional force, making it difficult for the longitudinal positioning frame 5 to move.

[0025] Meanwhile, the four dampers 4 are arranged in pairs, and a longitudinal positioning frame 5 is slidably installed inside each pair of dampers 4.

[0026] The longitudinal positioning frame 5 includes two damping positioning rods 51 slidably installed inside two sets of dampers 4. A pull rod 52 is fixedly installed at one end of each damping positioning rod 51, and a vertical rod 53 is fixedly installed between the two damping positioning rods 51. A driven positioning rod 54 is fixedly installed on one side of the vertical rod 53. The friction between the damping positioning rods 51 and the dampers 4 prevents the longitudinal positioning frame 5 from easily moving. When movement is required, the position of the damping positioning rods 51 and the driven positioning rod 54 is adjusted by the operator applying a pulling or pushing force greater than the friction force to the pull rods 52.

[0027] Meanwhile, two bottom L-shaped steel beams 8 are fixedly installed on the top of the bottom beam 1, and the side of the two bottom L-shaped steel beams 8 that is far away from each other is in contact with the side of the two diagonal bracing columns 3 that are opposite to each other.

[0028] The bottom L-shaped steel 8 has several equally spaced bottom positioning grooves 81 on one side perpendicular to the bottom beam 1. The bottom positioning grooves 81 on one side of the bottom L-shaped steel 8 are used to position the bottom reinforcing bars, thereby improving the efficiency of reinforcing bar binding.

[0029] Example 2: Based on Example 1, a hinge 6 is fixedly installed on the top of the support column 2, and a rotating L-shaped steel 7 is fixedly installed on the movable part of the hinge 6.

[0030] One side of the rotating L-shaped steel 7 contacts one side of the diagonal bracing column 3. Several equally spaced inclined positioning grooves 71 are fixedly opened on the side of the rotating L-shaped steel 7 perpendicular to the diagonal bracing column 3. The inclined positioning grooves 71 are used to position the inclined reinforcing bars, improving the efficiency of reinforcing bar binding. After the entire reinforcing bar binding is completed, the rotating L-shaped steel 7 is rotated upward to the top of the support column 2, making it convenient to lift the entire reinforcing bar structure out from above.

[0031] In this embodiment, when the pull rod 52 is pushed, the damping positioning rod 51 and the driven positioning rod 54 are moved between the two diagonal support columns 3, which facilitates the positioning of the longitudinal steel bars. Under the action of the damper 4, the damping positioning rod 51 needs to be moved with a force greater than the friction force, so the damping positioning rod 51 is not easy to move, which increases the stability of the longitudinal positioning frame 5 and prevents the longitudinal positioning frame 5 from moving accidentally.

[0032] It should be noted that, in this document, relational terms such as "first" and "second" are used only to distinguish one entity or operation from another, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Furthermore, the terms "comprising," "including," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such a process, method, article, or apparatus. Without further limitations, an element defined by the phrase "comprising one..." does not exclude the presence of other identical elements in the process, method, article, or apparatus that includes said element.

[0033] Although embodiments of the present invention 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 to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A box girder reinforcement binding and positioning frame with damper, including a bottom beam (1), characterized in that: The top of the bottom beam (1) is fixedly equipped with two support columns (2), and the top of the bottom beam (1) is fixedly equipped with two diagonal bracing columns (3). The top of the diagonal bracing column (3) is fixedly connected to one side of the support column (2). The side of the support column (2) is provided with four dampers (4), and the dampers (4) are slidably equipped with longitudinal positioning frames (5). The damper (4) includes a base (41) fixedly installed on one side of the support column (2) by bolts. A steel pipe (42) is fixedly installed on one side of the base (41). A damping inner liner (43) is fixedly installed inside the steel pipe (42). Four mounting holes (44) are opened on one side of the base (41).

2. The box girder reinforcement binding and positioning frame with damper according to claim 1, characterized in that: The four dampers (4) are arranged in pairs, and a longitudinal positioning frame (5) is slidably installed inside each pair of dampers (4).

3. The box girder reinforcement binding and positioning frame with damper according to claim 2, characterized in that: The longitudinal positioning frame (5) includes two damping positioning rods (51) that are slidably installed inside the two sets of dampers (4). A pull rod (52) is fixedly installed at one end of the two damping positioning rods (51), and a vertical rod (53) is fixedly installed between the two damping positioning rods (51). A driven positioning rod (54) is fixedly installed on one side of the vertical rod (53).

4. The box girder reinforcement binding and positioning frame with damper according to claim 1, characterized in that: A hinge (6) is fixedly installed on the top of the support column (2), and a rotating L-shaped steel (7) is fixedly installed on the movable part of the hinge (6).

5. The box girder reinforcement binding and positioning frame with damper according to claim 4, characterized in that: One side of the rotating L-shaped steel (7) is in contact with one side of the diagonal brace (3), and several equally spaced oblique positioning grooves (71) are fixedly opened on the side of the rotating L-shaped steel (7) perpendicular to the diagonal brace (3).

6. The box girder reinforcement binding and positioning frame with damper according to claim 1, characterized in that: The top of the bottom beam (1) is fixedly installed with two bottom L-shaped steels (8), and the side of the two bottom L-shaped steels (8) that are far apart from each other is in contact with the side of the two diagonal bracing columns (3) that are opposite to each other.

7. The box girder reinforcement binding and positioning frame with damper according to claim 6, characterized in that: The bottom L-shaped steel (8) has several equally spaced bottom positioning grooves (81) on the side perpendicular to the bottom beam (1).

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