CN216712745U - Novel municipal administration road bridge pretensioning method prestressing force is opened and is put construction device - Google Patents

Novel municipal administration road bridge pretensioning method prestressing force is opened and is put construction device Download PDF

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Publication number
CN216712745U
CN216712745U CN202122755747.6U CN202122755747U CN216712745U CN 216712745 U CN216712745 U CN 216712745U CN 202122755747 U CN202122755747 U CN 202122755747U CN 216712745 U CN216712745 U CN 216712745U
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Prior art keywords
guide
stretch
seted
draw crossbeam
draw
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CN202122755747.6U
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Chinese (zh)
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王超元
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Zhejiang Tengsheng Environment Engineering Co ltd
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Zhejiang Tengsheng Environment Engineering Co ltd
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Abstract

The utility model discloses a novel municipal road and bridge pre-tensioning method prestress tensioning construction device, and belongs to the technical field of tensioning construction devices. The utility model provides a novel municipal administration way bridge pretension method prestressing force is opened and is put construction device, including first stretch-draw crossbeam, second stretch-draw crossbeam, third stretch-draw crossbeam, the cylinder body, the movable plate, first stretch-draw crossbeam, second stretch-draw crossbeam, the guide slot has all been seted up to third stretch-draw crossbeam inner wall, the inside a plurality of guide blocks that all are equipped with of guide slot, the perforation has been seted up at the guide block middle part, guide block one end is equipped with the steel strand wires anchor clamps, one of them first stretch-draw crossbeam right-hand member is equipped with the guide arm, a plurality of scale marks have been seted up to the guide arm upper end, the spout has been seted up to the guide arm front end, the inside slider that is equipped with of spout, slider front side left end is equipped with the switch, the inside lead screw that is equipped with of guide arm. According to the utility model, the guide blocks and the guide grooves are matched, so that the device can release and stretch steel strands with different intervals, the practicability of the device is further increased, and the effect of releasing and stretching caused by the inclination of the steel strands during stretching is avoided.

Description

Novel municipal administration road bridge pretensioning method prestressing force is opened and is put construction device
Technical Field
The utility model relates to the technical field of releasing construction devices, in particular to a novel municipal road and bridge pre-tensioning method prestress releasing construction device.
Background
In the traditional pre-tensioning bridge construction, each steel strand is tensioned by a penetrating jack corresponding to each steel strand. Patent document with publication number CN212175505U among the prior art provides a novel municipal administration road bridge pretensioning method prestressing force and puts a construction equipment, and the device can put a plurality of steel strands and open the operation simultaneously through setting up a plurality of steel strand fixtures cooperation cylinder body. Although the device has more beneficial effects, the following problems still exist: the device is inconvenient to adjust the distance of the clamp according to the distance between the steel strands when in use, and further the device is low in practicability when in use. In view of this, we propose a novel municipal administration road bridge pretension method prestressing force construction equipment of putting.
SUMMERY OF THE UTILITY MODEL
1. Technical problem to be solved
The utility model aims to provide a novel municipal road and bridge pre-tensioning method prestress tensioning and releasing construction device to solve the problems in the background technology.
2. Technical scheme
The utility model provides a novel municipal administration way bridge pretension method prestressing force is put construction equipment, includes first stretch-draw crossbeam, second stretch-draw crossbeam, third stretch-draw crossbeam, cylinder body, movable plate, the guide slot has all been seted up to first stretch-draw crossbeam, second stretch-draw crossbeam, third stretch-draw crossbeam inner wall, the inside a plurality of guide blocks that all are equipped with of guide slot, the perforation has been seted up at the guide block middle part, guide block one end is equipped with the steel strand wires anchor clamps, one of them first stretch-draw crossbeam right-hand member is equipped with the guide arm, a plurality of scale marks have been seted up to the guide arm upper end, the spout has been seted up to the guide arm front end, the inside slider that is equipped with of spout, slider front side left end is equipped with the switch, the inside lead screw that is equipped with of guide arm.
Preferably, the guide block is slidably connected with the guide groove.
Preferably, the guide bar end extends through the left end of the moving plate to the right side thereof and is in sliding contact therewith.
Preferably, the sliding block is connected with the sliding groove in a sliding mode, the left end of the switch is in extrusion contact with the right end of the moving plate, and the switch is electrically connected with the cylinder body.
Preferably, the tail end of the screw rod penetrates through the right end of the guide rod, extends into the sliding groove and is in threaded connection with the sliding block.
3. Advantageous effects
Compared with the prior art, the utility model has the advantages that:
1. according to the utility model, the guide blocks are matched with the guide grooves, so that the device can perform releasing and tensioning work on the steel strands with different intervals, the practicability of the device is further improved, and the effect of releasing and tensioning caused by the inclination of the steel strands during tensioning is avoided.
2. The guide rod is arranged to be matched with the sliding block and the switch, so that the displacement distance of the moving plate can be limited, the steel strand is prevented from being broken due to the fact that the displacement distance of the moving plate is too large, and the control of workers is facilitated.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of a portion of the channel of the present invention;
FIG. 3 is a schematic view of a portion of the chute of the present invention;
The numbering in the figures illustrates: 1. a first tension beam; 2. a second tension cross beam; 3. a third tensioning cross beam; 4. a cylinder body; 5. moving the plate; 6. a guide groove; 7. a guide block; 8. perforating; 9. a steel strand clamp; 10. a guide bar; 11. scale lines; 12. a chute; 13. a slider; 14. a switch; 15. and a screw rod.
Detailed Description
Referring to fig. 1-3, the present invention provides a technical solution:
the utility model provides a novel municipal administration way bridge pretension method prestressing force is put construction device, including first stretch-draw crossbeam 1, second stretch-draw crossbeam 2, third stretch-draw crossbeam 3, the cylinder body 4, the movable plate 5, first stretch-draw crossbeam 1, second stretch-draw crossbeam 2, guide slot 6 has all been seted up to 3 inner walls of third stretch-draw crossbeam, guide slot 6 is inside all to be equipped with a plurality of guide blocks 7, perforation 8 has been seted up at guide block 7 middle part, 7 one end of guide block is equipped with steel strand wires anchor clamps 9, one of them first stretch-draw crossbeam 1 right-hand member is equipped with guide arm 10, a plurality of scale marks 11 have been seted up to guide arm 10 upper end, spout 12 has been seted up to guide arm 10 front end, spout 12 is inside to be equipped with slider 13, slider 13 front side left end is equipped with switch 14, the inside lead screw 15 that is equipped with of guide arm 10. The steel strand clamp 9 is the same as in the reference.
Specifically, the guide block 7 is slidably connected to the guide groove 6. The position of the guide block 7 in the guide groove 6 is reasonably adjusted according to the distance between the steel strands, and then the steel strand clamp 9 is aligned with the steel strands.
Further, the end of the guide rod 10 extends through the left end of the moving plate 5 to the right side thereof and is in sliding contact therewith.
Further, the sliding block 13 is slidably connected with the sliding groove 12, the left end of the switch 14 is in pressing contact with the right end of the moving plate 5, and the switch 14 is electrically connected with the cylinder 4. The cylinder 4 can be controlled to stop working through the arranged switch 14.
Furthermore, the end of the screw rod 15 extends through the right end of the guide rod 10 to the inside of the sliding chute 12 and is connected with the sliding block 13 by screw thread. The position of the sliding block 13 in the sliding groove 12 can be adjusted by matching the scale marks 11 through the arranged rotating screw rod 15, so that the displacement distance of the moving plate 5 is limited, and the phenomenon that the steel strand is broken due to the fact that the displacement distance is too large is avoided.
The working principle is as follows: when the device is required to work, the position of the guide block 7 in the guide groove 6 is reasonably adjusted according to the distance between the steel strands, the steel strand clamp 9 is aligned with the steel strands, then the steel strands are clamped by the steel strand clamp 9, the movable plate 5 can move along the direction of the guide rod 10 when the cylinder body 4 pushes the movable plate 5, when the right end of the movable plate 5 touches the switch 14 and extrudes the switch 14, the switch 14 can control the cylinder body 4 to stop working, the position of the sliding block 13 in the sliding groove 12 can be adjusted by matching with the scale mark 11 through rotating the screw rod 15, the displacement distance of the movable plate 5 is further limited, and the situation that the steel strands are broken due to the fact that the displacement distance is too large is avoided.

Claims (5)

1. The utility model provides a novel municipal administration road bridge pretension method prestressing force is opened and is put construction device, includes first stretch-draw crossbeam (1), second stretch-draw crossbeam (2), third stretch-draw crossbeam (3), cylinder body (4), movable plate (5), its characterized in that: guide slot (6) have all been seted up to first stretch-draw crossbeam (1), second stretch-draw crossbeam (2), third stretch-draw crossbeam (3) inner wall, guide slot (6) inside all is equipped with a plurality of guide blocks (7), perforation (8) have been seted up at guide block (7) middle part, guide block (7) one end is equipped with steel strand wires anchor clamps (9), one of them first stretch-draw crossbeam (1) right-hand member is equipped with guide arm (10), a plurality of scale mark (11) have been seted up to guide arm (10) upper end, spout (12) have been seted up to guide arm (10) front end, spout (12) inside are equipped with slider (13), slider (13) front side left end is equipped with switch (14), inside lead screw (15) that is equipped with of guide arm (10).
2. The novel municipal administration road and bridge pretensioning method prestress tensioning construction device according to claim 1, characterized in that: the guide block (7) is connected with the guide groove (6) in a sliding mode.
3. The novel municipal administration road and bridge pretensioning method prestress tensioning construction device according to claim 1, characterized in that: the tail end of the guide rod (10) penetrates through the left end of the moving plate (5), extends to the right side of the moving plate and is in sliding contact with the moving plate.
4. The novel municipal administration road and bridge pretensioning method prestress tensioning construction device according to claim 1, characterized in that: the sliding block (13) is connected with the sliding groove (12) in a sliding mode, the left end of the switch (14) is in extrusion contact with the right end of the moving plate (5), and the switch (14) is electrically connected with the cylinder body (4).
5. The novel municipal road and bridge pretensioning prestress tensioning and releasing construction device according to claim 1, characterized in that: the tail end of the screw rod (15) penetrates through the right end of the guide rod (10), extends into the sliding groove (12) and is in threaded connection with the sliding block (13).
CN202122755747.6U 2021-11-11 2021-11-11 Novel municipal administration road bridge pretensioning method prestressing force is opened and is put construction device Active CN216712745U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202122755747.6U CN216712745U (en) 2021-11-11 2021-11-11 Novel municipal administration road bridge pretensioning method prestressing force is opened and is put construction device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202122755747.6U CN216712745U (en) 2021-11-11 2021-11-11 Novel municipal administration road bridge pretensioning method prestressing force is opened and is put construction device

Publications (1)

Publication Number Publication Date
CN216712745U true CN216712745U (en) 2022-06-10

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CN (1) CN216712745U (en)

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