Pier column steel bar component binding jig frame

Abstract

The utility model relates to a pier column steel bar component binding jig frame which comprises a jig frame framework, a main bar lower positioning toothed plate, a main bar upper positioning toothed plate, a main bar side positioning toothed plate, a stirrup lower positioning toothed plate and a stirrup side positioning toothed plate. The main reinforcement upper positioning toothed plate, the main reinforcement side positioning toothed plate and the stirrup side positioning toothed plate are movably installed on the jig frame framework and can be installed and adjusted in position. Pier column steel bar segment component binding operation can be carried out on the ground, so that high-altitude construction risks are reduced, steel bar installation precision and construction efficiency are improved, the positions of the main bar positioning toothed plate and the stirrup positioning toothed plate can be adjusted to adapt to section changes of a pier column steel bar cage, and pier column steel bar binding standardization and assembly construction are achieved.

Description

Technical Field

[0001] This utility model belongs to the field of bridge construction technology, and relates to the construction of bridge pier reinforcement, specifically to a modular binding frame for pier reinforcement components. Background Technology

[0002] When constructing bridge piers, the reinforcing bars are usually tied directly in place on the pier. This high-altitude operation is risky, and the process of splicing the reinforcing bars in a loose manner is inefficient and difficult to control in terms of quality. Summary of the Invention

[0003] The purpose of this utility model is to address the above-mentioned problems by providing a modular binding frame for pier reinforcement components, which allows for integrated binding operations on the ground before hoisting the entire structure, thereby reducing the risks of high-altitude construction and improving construction quality.

[0004] The technical solution of this utility model is as follows:

[0005] A modular binding frame for pier column reinforcement is characterized by comprising a frame skeleton, a lower positioning toothed plate for main reinforcement, an upper positioning toothed plate for main reinforcement, a side positioning toothed plate for main reinforcement, a lower positioning toothed plate for stirrups, and a side positioning toothed plate for stirrups. The lower positioning toothed plate for main reinforcement, the side positioning toothed plate for main reinforcement, and the upper positioning toothed plate for main reinforcement are respectively provided with main reinforcement slots according to the spacing of the main reinforcement of the pier column. The lower positioning toothed plate for stirrups and the side positioning toothed plate for stirrups are respectively provided with stirrup slots according to the spacing of the stirrups of the pier column.

[0006] The frame includes two lower longitudinal bars and two upper longitudinal bars. Multiple vertical bars are welded equidistantly between each lower longitudinal bar and one upper longitudinal bar, and multiple lower horizontal bars are welded equidistantly between the two lower longitudinal bars.

[0007] The main rib lower positioning tooth plate has multiple pieces. Each main rib lower positioning tooth plate is welded to two vertical rods that are opposite each other in the transverse direction along the frame skeleton at both ends. The main rib slot on the main rib lower positioning tooth plate faces upward.

[0008] The main rib has multiple positioning toothed plates. Each main rib positioning toothed plate is connected at both ends to two vertical rods that are opposite to the horizontal direction of the frame frame by bolts. The main rib slot on the main rib positioning toothed plate faces upward.

[0009] A main rib side positioning toothed plate is slidably installed on each of the vertical rods, with the main rib slot on the main rib side positioning toothed plate facing inward;

[0010] The stirrup lower positioning toothed plate consists of multiple pieces. Each stirrup lower positioning toothed plate is welded to each lower horizontal bar in a direction parallel to the lower longitudinal bar. The stirrup slot on the stirrup lower positioning toothed plate faces upward.

[0011] At least two stirrup-side positioning toothed plates are slidably installed on the multiple vertical bars on each side of the frame along a direction parallel to the upper and lower longitudinal bars, with the stirrup slots on each stirrup-side positioning toothed plate facing inward.

[0012] This invention enables the tying of pier column reinforcement in whole segments on the ground, which can reduce construction risks and improve the installation accuracy and construction efficiency of reinforcement. The position of the main reinforcement positioning tooth plate and the stirrup positioning tooth plate can be adjusted to adapt to the cross-sectional changes of the pier column reinforcement cage, thereby realizing standardized and prefabricated construction of pier column reinforcement tying. Attached Figure Description

[0013] Figure 1 This is a schematic diagram of the elevation structure of this utility model;

[0014] Figure 2 This is a side view structural diagram of the present invention;

[0015] Figure 3 This is a schematic diagram of the planar structure of this utility model;

[0016] Figure 4 This is a structural schematic diagram of the positioning toothed plate on the side of the main reinforcement.

[0017] Figure 5 This is a schematic diagram of the planar structure of the positioning toothed plate on the side of the stirrup;

[0018] Figure 6 This is an elevation view of the installation structure of the stirrup side positioning tooth plate;

[0019] Figure 7 This is a schematic diagram of one usage state of this utility model. Detailed Implementation

[0020] like Figures 1 to 6 As shown, this utility model includes a frame frame, a lower positioning toothed plate 5 for the main reinforcement, an upper positioning toothed plate 6 for the main reinforcement, a side positioning toothed plate 7 for the main reinforcement, a lower positioning toothed plate 8 for the stirrups, and a side positioning toothed plate 9 for the stirrups. The lower positioning toothed plate 5, the side positioning toothed plate 6, and the upper positioning toothed plate 7 for the main reinforcement are respectively provided with main reinforcement slots 10 according to the spacing of the main reinforcement of the pier column. The lower positioning toothed plate 8 and the side positioning toothed plate 9 for the stirrups are respectively provided with stirrup slots 11 according to the spacing of the stirrups of the pier column.

[0021] The frame includes two lower longitudinal bars 1 and two upper longitudinal bars 2. Multiple vertical bars 3 are welded equidistantly between each lower longitudinal bar and an upper longitudinal bar, and multiple lower horizontal bars 4 are welded equidistantly between the two lower longitudinal bars.

[0022] The main rib lower positioning tooth plate has multiple pieces. Each main rib lower positioning tooth plate 5 is welded at both ends to two vertical rods 3 that are opposite to each other in the transverse direction of the frame skeleton. The main rib slot 10 on the main rib lower positioning tooth plate faces upward.

[0023] The main rib has multiple positioning toothed plates. Each main rib positioning toothed plate 6 has two ends connected to two vertical rods 3 that are laterally opposite to the frame frame by bolts. The main rib slot 10 on the main rib positioning toothed plate faces upward.

[0024] A main rib side positioning toothed plate 7 is slidably installed on each of the vertical rods 3, with the main rib slot 10 on the main rib side positioning toothed plate 7 facing inward;

[0025] The stirrup lower positioning toothed plate has multiple pieces, and each stirrup lower positioning toothed plate 8 is welded to each lower horizontal bar 4 in a direction parallel to the lower longitudinal bar. The stirrup slot 11 on the stirrup lower positioning toothed plate 8 faces upward.

[0026] At least two stirrup-side positioning toothed plates 9 are slidably installed on each of the multiple vertical rods 3 on each side of the frame along a direction parallel to the upper and lower longitudinal rods, with the stirrup slots 11 on each stirrup-side positioning toothed plate 9 facing inward.

[0027] like Figure 4 As shown, in a specific implementation of this utility model, multiple strip-shaped main reinforcement side positioning toothed plates 71 can be provided on the main reinforcement side positioning toothed plate 7 in the transverse direction. Two bolts 12 are inserted through each main reinforcement side positioning toothed plate adjustment hole 71 and connected to the vertical rod 3. The main reinforcement side positioning toothed plate 7 can slide transversely along the main reinforcement side positioning toothed plate adjustment hole 71, which facilitates the adjustment of the position of the main reinforcement side positioning toothed plate according to the cross section of the pier column reinforcement cage.

[0028] like Figure 5 , Figure 6 As shown, in a specific implementation of this utility model, a bracket 13 can be fixedly installed on each vertical rod 3 corresponding to the installation position of the stirrup side positioning tooth plate 9. The stirrup side positioning tooth plate 9 is supported on the top plate of the bracket 13. A stirrup side positioning tooth plate adjustment hole 91 is opened at the part of the stirrup side positioning tooth plate supported on each bracket. A bolt 12 passes through the stirrup side positioning tooth plate adjustment hole 91 and connects to the top plate of the bracket. The stirrup side positioning tooth plate 9 can slide laterally along the stirrup side positioning tooth plate adjustment hole 91, which facilitates the adjustment of the position of the stirrup side positioning tooth plate according to the cross section of the pier column reinforcement cage.

[0029] Figure 7 The diagram shown illustrates one application of this utility model, used for the modular construction of a pier column reinforcement cage with variable cross-section double-row main reinforcement + full stirrups without hook reinforcement. The reinforcement cage is horizontally tied in segments on the ground. The specific construction method is as follows:

[0030] Place the outer layer stirrups 14 in pieces on the lower positioning tooth plates 8 of each stirrup and insert them into the stirrup slots on the lower positioning tooth plates; slide the stirrup side positioning tooth plates 9 inward so that the outer layer stirrups 14 are inserted into the stirrup slots on both sides of the stirrup side positioning tooth plates 9; then tighten the connecting bolts between the stirrup side positioning tooth plates and the bracket to temporarily fix the stirrup side positioning tooth plates and position the outer layer stirrups.

[0031] Insert the bottom outer main reinforcement 15 into the main reinforcement slot on the main reinforcement lower positioning tooth plate 5; slide the main reinforcement side positioning tooth plate 7 to the appropriate position according to the design installation position of the main reinforcement on both sides, and then tighten the connecting bolts between the main reinforcement side positioning tooth plate and the vertical rod to temporarily fix the main reinforcement side positioning tooth plate; pass the lateral inner and outer main reinforcements through the main reinforcement slots of the main reinforcement side positioning tooth plate 7; according to the installation height of the upper inner main reinforcement, connect the two ends of the main reinforcement upper positioning tooth plate 6 to the two horizontally opposite vertical rods 3 respectively with bolts, and pass the upper inner main reinforcement 15 through the main reinforcement slots of the main reinforcement upper positioning tooth plate;

[0032] Binding and welding of the bottom outer main reinforcement, the outer main reinforcement on both sides and the outer stirrups; installing the upper outer main reinforcement and binding and welding it with the outer stirrups.

[0033] The inner layer stirrups 14 are fitted onto the upper inner layer main bars and the two inner layer main bars 15 on both sides and tied and welded. The bottom inner layer main bars 15 are installed and welded to the inner layer stirrups.

[0034] Install 16 longitudinal and transverse support bars inside the steel cage to complete the binding construction of one segment of the steel cage.

[0035] Remove the positioning toothed plate 6 on the main reinforcement, loosen the temporary fixing bolts of the positioning toothed plate on the stirrup side and the positioning toothed plate on the main reinforcement side, slide the positioning toothed plate 9 on the stirrup side and the positioning toothed plate 7 on the main reinforcement side outward, release the restriction on the steel cage, and lift the steel cage as a whole to the pier construction position for installation; bind the next steel cage segment on the jig according to the above construction method.

Claims

1. A modular binding frame for pier reinforcement modules, characterized in that: The system includes a frame frame, a lower positioning toothed plate for the main reinforcement, an upper positioning toothed plate for the main reinforcement, a side positioning toothed plate for the main reinforcement, a lower positioning toothed plate for the stirrups, and a side positioning toothed plate for the stirrups. The lower positioning toothed plate for the main reinforcement, the side positioning toothed plate for the main reinforcement, and the upper positioning toothed plate for the main reinforcement are provided with main reinforcement slots according to the spacing of the main reinforcement bars of the pier column. The lower positioning toothed plate for the stirrups and the side positioning toothed plate for the stirrups are provided with stirrup slots according to the spacing of the stirrup bars of the pier column. The frame includes two lower longitudinal bars and two upper longitudinal bars. Multiple vertical bars are welded equidistantly between each lower longitudinal bar and one upper longitudinal bar, and multiple lower horizontal bars are welded equidistantly between the two lower longitudinal bars. The main rib lower positioning tooth plate has multiple pieces. Each main rib lower positioning tooth plate is welded to two vertical rods that are opposite each other in the transverse direction along the frame skeleton at both ends. The main rib slot on the main rib lower positioning tooth plate faces upward. The main rib has multiple positioning toothed plates. Each main rib positioning toothed plate is connected at both ends to two vertical rods that are opposite to the horizontal direction of the frame frame by bolts. The main rib slot on the main rib positioning toothed plate faces upward. A main rib side positioning toothed plate is slidably installed on each of the vertical rods, with the main rib slot on the main rib side positioning toothed plate facing inward; The stirrup lower positioning toothed plate consists of multiple pieces. Each stirrup lower positioning toothed plate is welded to each lower horizontal bar in a direction parallel to the lower longitudinal bar. The stirrup slot on the stirrup lower positioning toothed plate faces upward. At least two stirrup-side positioning toothed plates are slidably installed on the multiple vertical bars on each side of the frame along a direction parallel to the upper and lower longitudinal bars, with the stirrup slots on each stirrup-side positioning toothed plate facing inward.

2. The modular binding frame for pier reinforcement according to claim 1, characterized in that: The main reinforcement side positioning tooth plate is provided with multiple strip-shaped main reinforcement side positioning tooth plate adjustment holes along the horizontal direction. Two bolts are inserted through each main reinforcement side positioning tooth plate adjustment hole to connect with the vertical rod. The main reinforcement side positioning tooth plate can slide horizontally along the main reinforcement side positioning tooth plate adjustment hole.

3. The modular binding frame for pier reinforcement modules according to claim 1, characterized in that: A bracket is fixedly installed on each vertical rod at the installation position corresponding to the stirrup side positioning tooth plate. The stirrup side positioning tooth plate is supported on the top plate of the bracket. An adjustment hole for the stirrup side positioning tooth plate is opened at the position where the stirrup side positioning tooth plate is supported on each bracket. A bolt passes through the adjustment hole of the stirrup side positioning tooth plate and is connected to the top plate of the bracket. The stirrup side positioning tooth plate can slide laterally along the adjustment hole of the stirrup side positioning tooth plate.

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