CN208830168U - The wet seam reinforcing bar penetrating device of T-type beam - Google Patents
The wet seam reinforcing bar penetrating device of T-type beam Download PDFInfo
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- CN208830168U CN208830168U CN201821179708.8U CN201821179708U CN208830168U CN 208830168 U CN208830168 U CN 208830168U CN 201821179708 U CN201821179708 U CN 201821179708U CN 208830168 U CN208830168 U CN 208830168U
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- lashing
- head
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- round tube
- reinforcing bar
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Abstract
The utility model discloses a kind of wet seam reinforcing bar penetrating devices of T-type beam, including lashing head and positioning round tube, the rear end face of lashing head and the front end face of positioning round tube are fixedly installed locating rack, and the both ends of more reinforcing bars pass through locating rack respectively and are fixedly connected with lashing head and positioning round tube;Lashing head includes lashing guide head and lashing guide pipe, lashing guide head is taper cone barrel, lashing guide pipe is round tube, the front end of lashing guide pipe is fixedly connected with the rear end of lashing guide head, locating rack is fixed at the rear end of lashing guide pipe, and the front end of lashing guide pipe and the rear end of positioning round tube are fixedly installed round end baffle;The utility model by setting lashing head, positioning round tube and mounting rack solution must not the lashing simultaneously of more reinforcing bars the case where, it solves reinforcing bar in front of encountering to be easy to be resisted, repeatedly there is rollback phenomenon, lashing is successively bound by operating personnel from lashing head front after the completion or welded reinforcement, it is ensured that reinforcing bar horizontal space registration.
Description
Technical field
The utility model relates to science of bridge building more particularly to a kind of wet seam reinforcing bar penetrating devices of T-type beam.
Background technique
In the wet seam work progress of T-type beam bridge floor system, need to install wet seam longitudinal direction double steel bar.Current scene is all
Worker wears inside one by one, by artificial horizontal location after the completion of lashing, completes binding or weld job.This form of construction work
Generally using but have the disadvantage in that
1) artificial lashing not can solve more and wear together, encounter front reinforcing bar and be easy to be resisted, repeatedly occur rollback phenomenon,
Scene is mostly the lashing of 3-4 people's resultant force, not laborsaving, operation work efficiency is low;
2) it is artificially positioned after the completion of lashing by operating personnel, reinforcing bar horizontal space poor location.
Utility model content
The purpose of this utility model is that solve the above-mentioned problems and provides a kind of wet seam reinforcing bar lashing dress of T-type beam
It sets.
The utility model achieves the above object through the following technical schemes:
A kind of wet seam reinforcing bar penetrating device of T-type beam, including lashing head and positioning round tube, the rear end face of the lashing head and
The front end face of the positioning round tube is fixedly installed locating rack, and the both ends of more reinforcing bars pass through the locating rack respectively and wear with described
Beam head is fixedly connected with the positioning round tube;
The lashing head includes lashing guide head and lashing guide pipe, and the lashing guide head is taper cone barrel, the lashing
Guide pipe is round tube, and the front end of the lashing guide pipe is fixedly connected with the rear end of the lashing guide head, and the locating rack is solid
The rear end of the lashing guide pipe is set calmly, and the rear end fixation of the front end of the lashing guide pipe and the positioning round tube is set
It is equipped with round end baffle;
The locating rack includes support rod and positioning annulus, and two support rods are arranged in parallel in the lashing head/institute
It states in positioning round tube, four positioning annulus are fixedly connected with two support rods respectively.
Further, the lashing head further includes guide plate, and the guide plate is fixed at the outer of the lashing guide head
Side, the guide plate are overlapped with the plane where the central axes of the lashing guide head, and the front end of the guide plate is provided with
Circular hole.
Preferably, the guide plate is located at the 1/3 of the lashing guide head, and the diameter of the circular hole is 15mm.
Specifically, the support rod includes upper boom and lower beam, and two positioning annulus are fixed at the upper boom
Upper side, two positioning annulus are fixed at the downside of the lower beam, the distance between positioning annulus described in two groups
It is equal.
Preferably, the length of the lashing guide head is 120mm, and the length of the lashing guide pipe is 150mm, described to wear
The internal diameter of beam guide pipe is 60mm, and the length of the positioning round tube is 150mm, and the internal diameter of the positioning round tube is 60mm, described
The internal diameter for positioning annulus is 16mm, and the distance between two described positioning annulus are 60mm, between two support rods away from
From for 48mm.
The utility model has the beneficial effects that:
The wet seam reinforcing bar penetrating device of the utility model T-type beam is solved by setting lashing head, positioning round tube and locating rack
Cannot the lashing simultaneously of more reinforcing bars the case where, solve and encounter front reinforcing bar and be easy to be resisted, rollback phenomenon, lashing repeatedly occur
After the completion by operating personnel in front of lashing head successively binding or welded reinforcement, it is ensured that reinforcing bar horizontal space registration.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the wet seam reinforcing bar penetrating device of T-type beam described in the utility model;
Fig. 2 is the structural schematic diagram of locating rack described in the utility model.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawing:
As depicted in figs. 1 and 2, the wet seam reinforcing bar penetrating device of a kind of T-type beam of the utility model, including lashing head and positioning
Round tube 6, the rear end face of lashing head and the front end face of positioning round tube 6 are fixedly installed locating rack, and the both ends of more reinforcing bars 8 lead to respectively
It crosses locating rack to be fixedly connected with lashing head and positioning round tube 6, the rear end fixed setting of lashing guide pipe 2 and positioning round tube 6 is useful
In the 8 round end baffle of reinforcing bar of fixed installation;
Lashing head includes lashing guide head 1 and lashing guide pipe 2, and lashing guide head 1 is taper cone barrel, and lashing guide pipe 2 is
Round tube, the front end of lashing guide pipe 2 are fixedly connected with the rear end of lashing guide head 1 and (can also be integrally formed production).
Locating rack includes support rod 3 and positioning annulus 4, and two support rods 3 are arranged in parallel in lashing head/positioning round tube 6,
Four positioning annulus 4 are fixedly connected with two support rods 3 respectively, and support rod 3 includes upper boom and lower beam, and two positioning annulus 4 are solid
The upper side of upper boom is set calmly, and two positioning annulus 4 are fixed at the downside of lower beam, between two groups of positioning annulus 4
Be equidistant, positioning annulus 4 for install, spacer bar 8,
Lashing head further includes guide plate 5, and guide plate 5 is fixed at the lateral surface of lashing guide head 1, guide plate 5 with wear
Plane where the central axes of beam guide head 1 is overlapped, and the front end of guide plate 5 is provided with circular hole, and guide plate 5 is used for 8 lashing of reinforcing bar
Auxiliary guiding role in the process,
Its application method is as follows:
The lashing in three times of reinforcing bar 8, one time 4.Lashing head and positioning round tube 6 are respectively placed in 8 both ends of reinforcing bar to be installed,
8 both ends of reinforcing bar are successively installed in the positioning annulus 4 of lashing head and positioning round tube 6, it is corresponding to place.It is installed to reinforcing bar 8
Afterwards, 8 front end of reinforcing bar, rear end are pushed against into round end baffle, then carries out wet 8 lashing operation of seam reinforcing bar, operating personnel holds positioning
Round tube 6 is at the uniform velocity pushed ahead, the front operation personnel circular hole pricked on hook correction guide plate 5 during lashing, it is ensured that reinforcing bar 8 is just
Often at the uniform velocity penetrate.After the completion of one group of 8 lashing of reinforcing bar, positioning round tube 6 is taken down, successively bind from front end or welded reinforcement 8, completion
After take down lashing head, continue cycling through operation until the whole lashings of reinforcing bar 8 are completed, guide plate 5 is located at the 1/3 of lashing guide head 1,
The diameter of circular hole is 15mm.
The size of a distance is provided below, is used to install two rows reinforcing bar 8,10 reinforcing bar 8 of top-level design Φ, lower layer
Design 12 reinforcing bar 8 of Φ.
The length of lashing guide head 1 is 120mm, and the length of lashing guide pipe 2 is 150mm, the internal diameter of lashing guide pipe 2
For 60mm, the length for positioning round tube 6 is 150mm, and the internal diameter of positioning round tube 6 is 60mm, and the internal diameter of positioning annulus 4 is 16mm, two
The distance between a positioning annulus 4 is 60mm, and the distance between two support rods 3 are 48mm.
In addition, the structure of the locating rack in the present embodiment can be adjusted, i.e. the number of support rod 3 and positioning annulus 4
Amount can be adjusted according to the quantity of installation reinforcing bar 8.
The limitation that the technical solution of the utility model is not limited to the above specific embodiments, all skills according to the present utility model
The technology deformation that art scheme is made, each falls within the protection scope of the utility model.
Claims (6)
1. a kind of wet seam reinforcing bar penetrating device of T-type beam, it is characterised in that: including lashing head and positioning round tube, the lashing head
Rear end face and it is described positioning round tube front end face be fixedly installed locating rack, the both ends of more reinforcing bars pass through the positioning respectively
Frame is fixedly connected with the lashing head and the positioning round tube;
The lashing head includes lashing guide head and lashing guide pipe, and the lashing guide head is taper cone barrel, the lashing guiding
Pipe is round tube, and the front end of the lashing guide pipe is fixedly connected with the rear end of the lashing guide head, and the locating rack fixation is set
It sets in the rear end of the lashing guide pipe, the front end of the lashing guide pipe and the rear end for positioning round tube are fixedly installed
Round end baffle.
2. the wet seam reinforcing bar penetrating device of T-type beam according to claim 1, it is characterised in that: the locating rack includes branch
Strut and positioning annulus, two support rods are arranged in parallel in the lashing head/positioning round tube, four positioning
Annulus is fixedly connected with two support rods respectively.
3. the wet seam reinforcing bar penetrating device of T-type beam according to claim 2, it is characterised in that: the lashing head further includes
Guide plate, the guide plate are fixed at the lateral surface of the lashing guide head, the guide plate and the lashing guide head
Central axes where plane be overlapped, the front end of the guide plate is provided with circular hole.
4. the wet seam reinforcing bar penetrating device of T-type beam according to claim 3, it is characterised in that: the guide plate is located at institute
At state lashing guide head 1/3, the diameter of the circular hole is 15mm.
5. the wet seam reinforcing bar penetrating device of T-type beam according to claim 2, it is characterised in that: the support rod includes upper
Bar and lower beam, two positioning annulus are fixed at the upper side of the upper boom, two positioning annulus fixed settings
In the downside of the lower beam, the distance between positioning annulus described in two groups is equal.
6. the wet seam reinforcing bar penetrating device of T-type beam according to claim 5, it is characterised in that: the lashing guide head
Length is 120mm, and the length of the lashing guide pipe is 150mm, and the internal diameter of the lashing guide pipe is 60mm, the setting circle
The length of pipe is 150mm, and the internal diameter of the positioning round tube is 60mm, and the internal diameter of the positioning annulus is 16mm, and two described fixed
The distance between circle of position ring is 60mm, and the distance between two described support rods are 48mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201821179708.8U CN208830168U (en) | 2018-07-23 | 2018-07-23 | The wet seam reinforcing bar penetrating device of T-type beam |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201821179708.8U CN208830168U (en) | 2018-07-23 | 2018-07-23 | The wet seam reinforcing bar penetrating device of T-type beam |
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CN208830168U true CN208830168U (en) | 2019-05-07 |
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CN201821179708.8U Active CN208830168U (en) | 2018-07-23 | 2018-07-23 | The wet seam reinforcing bar penetrating device of T-type beam |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111910930A (en) * | 2020-08-04 | 2020-11-10 | 中建筑港集团有限公司 | Cast-in-place box girder post-tensioning method prestressed reinforcement penetrating device |
-
2018
- 2018-07-23 CN CN201821179708.8U patent/CN208830168U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111910930A (en) * | 2020-08-04 | 2020-11-10 | 中建筑港集团有限公司 | Cast-in-place box girder post-tensioning method prestressed reinforcement penetrating device |
CN111910930B (en) * | 2020-08-04 | 2022-02-01 | 中建筑港集团有限公司 | Cast-in-place box girder post-tensioning method prestressed reinforcement penetrating device |
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