CN216108091U - Movable assembling support structure without dismantling lower cross beam of bridge tower - Google Patents

Movable assembling support structure without dismantling lower cross beam of bridge tower Download PDF

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Publication number
CN216108091U
CN216108091U CN202121748871.3U CN202121748871U CN216108091U CN 216108091 U CN216108091 U CN 216108091U CN 202121748871 U CN202121748871 U CN 202121748871U CN 216108091 U CN216108091 U CN 216108091U
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China
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pulley
moving
fixed
vertical steel
steel pipe
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CN202121748871.3U
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Chinese (zh)
Inventor
余家名
胡永波
李志成
杨萌
蔡浩慧
周劲松
王福平
陈乔楠
于江
吴栋
李世豪
徐超
彭昊
朱敏
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Cccc Fuzhou Construction Co ltd
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Cccc Fuzhou Construction Co ltd
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Abstract

The utility model provides a movable assembling support structure without dismantling a lower beam of a bridge tower, which comprises a movable rail, wherein a movable pulley is placed on the movable rail, a platform beam arranged along the direction of the lower beam is fixed at the top of the movable pulley through a support frame, lateral pulleys are fixedly connected at two ends of the platform beam, and stop blocks for preventing the pulley from falling off are fixed at two ends of the movable rail.

Description

Movable assembling support structure without dismantling lower cross beam of bridge tower
Technical Field
The utility model relates to a movable assembling support structure without dismantling a lower beam of a bridge tower.
Background
The existing welding construction of the lower beam assembly beam of the main tower of the bridge engineering is usually carried out by erecting few steel pipes on a main pier bearing platform and building an operation platform on few steel pipe supports for assembling and welding operation. The disadvantages are as follows: firstly, few steel pipe supports are erected under the influence of the height of a lower cross beam, the welding difficulty of a parallel connection inclined strut is high, the number of welding seams is large, the hidden danger of welding quality is large, and the standardization degree is not high; secondly, the construction quantity of the supports of the lower cross beams is influenced by the quantity of the main piers, and each lower cross beam needs to be manufactured into a complete support system, so that the overall effect is low, and the construction quality and the safety risk are high; and the number of the third lower cross beams is large, so that the operation is not economical for saving the construction time of temporary engineering and increasing a large amount of labor and materials.
SUMMERY OF THE UTILITY MODEL
The utility model improves the problems, namely the technical problem to be solved by the utility model is that the construction of the lower beam assembly beam of the main tower of the bridge engineering needs to temporarily build a support frame for construction, so that the cost is high, the construction period is long, and the safety is low.
The specific embodiment of the utility model is as follows: the utility model provides a bridge tower bottom end rail exempts from to demolish portable assembly support structure, includes and removes the track, remove and placed the removal pulley on the track, the top of removing the pulley is fixed with the platform crossbeam of laying along the bottom end rail direction through the support frame, the both ends fixedly connected with side direction pulley of platform crossbeam, it is fixed with the backstop piece that prevents that the pulley from deviating from to remove orbital both ends.
Furthermore, the support frame is including being fixed in the vertical steel pipe at removal pulley top, vertical steel pipe upper end and platform crossbeam fixed connection.
Furthermore, a supporting plate is fixed to the top of the movable pulley, a flange plate arranged along the circumferential direction is fixed to the bottom of the vertical steel pipe, and mounting holes for penetrating through locking bolts are correspondingly formed in the flange plate and the supporting plate.
Furthermore, the movable pulley is provided with a limiting hole, and a pulley limiting bolt used for limiting the movement of the movable pulley can be inserted into the limiting hole.
Further, the moving tracks are provided with a pair of moving pulleys, and the adjacent vertical steel pipes are connected through a transverse connecting rod.
Furthermore, the support frame still includes the square steel of being connected of slant between vertical steel pipe and the platform crossbeam.
Furthermore, a groove-shaped frame is fixed on the side portion of the vertical steel pipe, and the transverse connecting rod is fixedly connected with the groove-shaped frame through a bolt which penetrates through the transverse connecting rod in a transverse mode.
Compared with the prior art, the utility model has the following beneficial effects: the detachable movable assembling and welding operation platform support meets the requirements of welding seam construction and assembling type construction processes, is high in safety coefficient, high in standardization degree and low in cost, solves the potential safety hazard of ultrahigh less steel pipe support welding operation, and reduces use cost and safety risk.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention.
Fig. 2 is a schematic structural diagram of the working state of the present invention.
FIG. 3 is a schematic view of the installation structure of the vertical steel pipe and the movable pulley of the present invention.
FIG. 4 is a schematic view of the installation structure of the transverse connecting rod of the present invention.
Fig. 5 is a schematic view of the structure of the side pulley of the present invention.
FIG. 6 is a schematic view of the structure of the movable pulley of the present invention.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
As shown in fig. 1-6, a movable assembling support structure without dismantling a lower beam of a bridge tower comprises a movable rail 10, a movable pulley 20 is placed on the movable rail, a platform beam 40 arranged along the direction of the lower beam is fixed at the top of the movable pulley through a support frame 30, lateral pulleys 410 are fixedly connected to two ends of the platform beam, and stop blocks 110 for preventing the pulleys from falling off are fixed at two ends of the movable rail.
In this embodiment, the support frame includes a vertical steel pipe 310 fixed on the top of the movable pulley, and the upper end of the vertical steel pipe 310 is fixedly connected with the platform beam 40.
In this embodiment, the top of the movable pulley 20 is fixed with a support plate 210, the bottom of the vertical steel pipe is fixed with a flange 311 arranged along the circumferential direction, and the flange and the support plate are provided with mounting holes for passing through locking bolts 312.
The movable pulley 20 and the support plate 210 are fixed by locking bolts 312 passing through the corresponding mounting holes.
In this embodiment, the movable pulley 20 has a limiting hole 201, and a pulley limiting bolt 220 for limiting the movement of the movable pulley can be inserted into the limiting hole.
During installation, the vertical steel pipe 310 and the support plate 210 are fixedly connected through the locking bolt 312, and the matching between the vertical steel pipe and the movable pulley can be removed through the locking bolt when the device is not used.
In this embodiment, the moving rails have a pair, and each moving rail has a pair of moving pulleys 20.
Side pulleys 410 at the ends of the platform beam 40 can contact the tower sidewalls in the lower beam area.
In the embodiment, the pulley limiting bolt 220 is used for limiting, and in practical use, a pulley with a braking structure can be used as the movable pulley 20 or the lateral pulley 410, so that the brake is not performed when the movable pulley needs to be moved, and the position of the whole structure is limited by the brake after the position of the whole structure is determined.
In the second embodiment, in order to improve the stability, the vertical steel pipe 310 is connected with the platform beam through an oblique connecting rod square steel 313.
In the embodiment, on the basis of the first embodiment, adjacent vertical steel pipes are connected through a transverse connecting rod 50, a slotted frame 510 is fixed on the side part of each vertical steel pipe, and the transverse connecting rod 50 is fixedly connected with the slotted frame through a transverse through bolt.
During operation, the overall height of the support structure is determined according to the height from the lower cross beam to the top surface of the bearing platform 101, and the width of the cross beam of the assembly welding platform is determined according to the width between the tower columns 103 in the lower cross beam area.
The construction support formed after the whole structure is assembled and combined is firstly hoisted to the bearing platform rail by using the crane, wherein the lateral pulleys 410 are welded on two sides of the platform beam 40 before being assembled in advance, and the stop blocks 110 are arranged at two ends of the movable rail 10.
Workers enter the construction platform through the tower column crawling ladder and assemble and weld the lower beam of the bridge tower on the beam of the assembling and welding platform. In whole work progress, at first through removing pulley 20 and moving monolith support to reasonable construction position on removal track 10, insert pulley limit pin 220 and fix spacingly, prevent that the support from sliding, the workman is spacing with the side direction pulley buckle of moving frame at the pylon cat ladder, avoids the work progress to slide.
After the assembly welding operation of the lower beam of the tower column is completed, the sliding limitation of the pulley limit bolt 220 and the lateral pulleys is removed, the whole support can be manually slid out of the lower beam area by utilizing the movement of the lateral pulleys on the movable rail 10 on the movable pulleys 20 on the side wall of the tower column under the action of the lateral pulleys and the movable pulleys 20, and the troubles of space conflict, large cross operation safety risk, low process standardization degree, repeated utilization of a crane and support welding cutting and the like of the support removal and the constructed lower beam are well solved in the aspect of installation and removal.
The support system adopts the assembled structure, simple manufacture, and convenient for obtaining materials reduces artifical, material, mechanical equipment and drops into, and the construction efficiency is high, and the support system is partial welding, and the welding total amount is few, and the quality risk is low, and overall structure is stable, safe, and the standardization level is high. The standardized construction requirement of the bridge engineering main tower lower beam assembling and welding construction process is met.
If the utility model discloses or relates to parts or structures which are fixedly connected to each other, the fixedly connected parts can be understood as follows, unless otherwise stated: a detachable fixed connection (for example using bolts or screws) is also understood as: non-detachable fixed connections (e.g. riveting, welding), but of course, fixed connections to each other may also be replaced by one-piece structures (e.g. manufactured integrally using a casting process) (unless it is obviously impossible to use an integral forming process).
In addition, terms used in any technical solutions disclosed in the present invention to indicate positional relationships or shapes include approximate, similar or approximate states or shapes unless otherwise stated.
Any part provided by the utility model can be assembled by a plurality of independent components or can be manufactured by an integral forming process.
Finally, it should be noted that the above examples are only used to illustrate the technical solutions of the present invention and not to limit the same; although the present invention has been described in detail with reference to preferred embodiments, those skilled in the art will understand that: modifications to the specific embodiments of the utility model or equivalent substitutions for parts of the technical features may be made; without departing from the spirit of the present invention, it is intended to cover all aspects of the utility model as defined by the appended claims.

Claims (7)

1. The utility model provides a bridge tower bottom end rail exempts from to demolish portable assembly support structure, a serial communication port, including moving the track, moving the pulley has been placed on the moving track, moving the platform crossbeam that the top of pulley was fixed with along laying of bottom end rail direction through the support frame, the both ends fixedly connected with side pulley of platform crossbeam, moving orbital both ends and being fixed with the backstop piece that prevents the pulley and deviate from.
2. The structure of claim 1, wherein the support frame comprises a vertical steel pipe fixed on the top of the movable pulley, and the upper end of the vertical steel pipe is fixedly connected with the platform beam.
3. The structure of claim 2, wherein a support plate is fixed to the top of the movable pulley, a flange arranged along the circumferential direction is fixed to the bottom of the vertical steel pipe, and mounting holes for passing through locking bolts are formed in the flange and the support plate in a corresponding manner.
4. The structure of claim 1 or 2, wherein the movable pulley has a limiting hole, and a pulley limiting bolt for limiting the movement of the movable pulley can be inserted into the limiting hole.
5. The structure of claim 2, wherein the moving rails are provided with a pair, each moving rail is provided with a pair of moving pulleys, and adjacent vertical steel pipes are connected through a transverse connecting rod.
6. The movable assembling bracket structure without dismantling of the lower beam of the bridge tower as claimed in claim 5, wherein the supporting frame further comprises connecting square steel obliquely connected between the vertical steel pipe and the platform beam.
7. The structure of the removable assembling stand without dismantling of the lower beam of the bridge tower as claimed in claim 5, wherein the side portion of the vertical steel pipe is fixed with a slotted frame, and the transverse connecting rod is fixedly connected with the slotted frame through a transverse through bolt.
CN202121748871.3U 2021-07-29 2021-07-29 Movable assembling support structure without dismantling lower cross beam of bridge tower Active CN216108091U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202121748871.3U CN216108091U (en) 2021-07-29 2021-07-29 Movable assembling support structure without dismantling lower cross beam of bridge tower

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202121748871.3U CN216108091U (en) 2021-07-29 2021-07-29 Movable assembling support structure without dismantling lower cross beam of bridge tower

Publications (1)

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CN216108091U true CN216108091U (en) 2022-03-22

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115288038A (en) * 2022-08-02 2022-11-04 中铁十局集团第八工程有限公司 Bracket device for mounting anti-falling beam stop block of railway box beam and using method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115288038A (en) * 2022-08-02 2022-11-04 中铁十局集团第八工程有限公司 Bracket device for mounting anti-falling beam stop block of railway box beam and using method

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