CN217326459U - Socket joint formula roof beam side form reinforcing apparatus - Google Patents
Socket joint formula roof beam side form reinforcing apparatus Download PDFInfo
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- CN217326459U CN217326459U CN202221091708.9U CN202221091708U CN217326459U CN 217326459 U CN217326459 U CN 217326459U CN 202221091708 U CN202221091708 U CN 202221091708U CN 217326459 U CN217326459 U CN 217326459U
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- beam side
- roof beam
- reinforcing apparatus
- steel pipe
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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Abstract
The utility model discloses a socket joint formula roof beam side form reinforcing apparatus, including the girder and the roof beam side owner that is located the girder both sides is stupefied, still include the reinforcing apparatus who is used for restraining the roof beam side owner stupefied, reinforcing apparatus includes fixed stay, the upper end of fixed stay is connected with the roof beam side owner of one side wherein and stupefied fixedly, the side of fixed stay is provided with adjusts the steel pipe, reinforcing apparatus still includes to set up in another sliding stay, the lower extreme of sliding stay is fixed and is provided with the sleeve of both ends opening, the sleeve activity sets up on adjusting the steel pipe, adjust the steel pipe horizontal direction and seted up a plurality of spacing holes that run through adjusting the steel pipe, the spacing downthehole plug pin that is inserted connects, sliding stay is located between bolt and fixed stay in the stroke scope, the utility model discloses not only can not only simplify roof beam side form reinforcement procedure, increase roof beam side form reinforced construction efficiency, improved the reinforcement construction precision, the potential safety hazard is reduced, the integrity of the concrete beam can be ensured, and the trouble of post-treatment is avoided.
Description
Technical Field
The utility model relates to a construction field especially relates to a socket joint formula roof beam side form reinforcing apparatus.
Background
At present, in concrete structure work progress, involve a large amount of template reinforcements, main adoption is to drawing the screw rod with stupefied mode primary and secondary when especially transfiniting roof beam side form reinforcement, often can appear following problem: 1. constructors are different in level, and the positions of the screws cannot be set according to the standard, so that the side of the beam is overloaded; 2. the traditional bolt reinforcing beam process is complicated, the construction space is limited, and the potential safety hazard is large; 3. the bolt reinforcement will lead to the beam structure being full of bolts, and the post-processing is more cumbersome.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a socket joint formula roof beam side form reinforcing apparatus to prior art not enough.
The utility model provides a technical scheme that above-mentioned technical problem adopted does: the utility model provides a socket joint formula roof beam side form reinforcing apparatus, includes the girder and is located the main stupefied of roof beam side of girder both sides, still including being used for the main stupefied reinforcing apparatus of restraint roof beam side, reinforcing apparatus includes the fixed stay, the upper end of fixed stay and the main stupefied fixed connection of roof beam side of one side wherein, the side of fixed stay is provided with the vertical central axis of perpendicular fixed stay and the outside regulation steel pipe that extends, reinforcing apparatus is still including setting up the slip support in the main stupefied below of opposite side roof beam side, and the lower extreme of slip support is fixed and is provided with both ends open-ended sleeve, the sleeve activity sets up on adjusting the steel pipe, adjust and set up a plurality of spacing holes that run through the regulation steel pipe on the steel pipe horizontal direction, spacing downthehole plug has the bolt, the slip support lies in between bolt and the fixed stay in the journey scope.
Preferably, the fixed support is fixed at the end of the adjusting steel pipe by welding.
Preferably, the number of the reinforcing devices is several, and the reinforcing devices are linearly arranged at intervals along the longitudinal direction of the main beam.
Preferably, the latch is an inverted trapezoid.
Preferably, a plurality of the limiting holes are uniformly distributed on the adjusting steel pipe.
Compared with the prior art, the beneficial effects of the utility model are that: the utility model discloses can not only simplify roof beam side form reinforcement procedure, increase the reinforced (rfd) efficiency of construction of roof beam side form, improve and consolidate the construction precision, reduce the potential safety hazard, can guarantee concrete beam integrality moreover, remove the trouble of post processing from.
Drawings
The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and together with the description serve to explain the invention and not to limit the invention. In the drawings:
fig. 1 is a schematic structural view of the present invention;
fig. 2 is a schematic view of the installation structure of the present invention.
In the figure: 1. fixed stay, 2, regulation steel pipe, 3, sliding support, 4, bolt, 5, sleeve, 6, spacing hole.
Detailed Description
The technical solution of the present invention is described in detail below with reference to the accompanying drawings, but the scope of the present invention is not limited to the embodiments.
Referring to fig. 1 and 2, a socket type beam side template reinforcing device comprises a main beam, beam side main ridges positioned at two sides of the main beam, and a reinforcing device for restraining the beam side main ridges, wherein the reinforcing device comprises a fixed support 1, the upper end of the fixed support 1 is fixedly connected with the beam side main ridges at one side, an adjusting steel pipe 2 which is vertical to the vertical central axis of the fixed support 1 and extends outwards is arranged at the side end of the fixed support 1, the reinforcing device also comprises a sliding support 3 arranged below the beam side main ridges at the other side, a sleeve 5 with two open ends is fixedly arranged at the lower end of the sliding support 3, the sleeve 5 is movably arranged on the adjusting steel pipe 2, a plurality of limiting holes 6 which penetrate through the adjusting steel pipe 2 and are uniformly distributed are arranged in the horizontal direction of the adjusting steel pipe 2, pins 4 are inserted in the limiting holes 6, the sliding support 3 is positioned between the pins 4 and the fixed support 1 in a stroke range, the utility model discloses earlier fix a position in the curb girder of one side with fixed stay 1 and owner stupefied, install sleeve 5 on adjusting steel pipe 2 together with sliding stay 3 again, adjusting sleeve 5 to girder opposite side, until sliding stay 3 with the main stupefied contact of roof beam side and can the fixed beam side form, insert bolt 4 on adjusting steel pipe 2 from top to bottom, suitably exert the load on by on bolt 4, until whole device locking, vertically set gradually along the girder according to same construction method the utility model discloses the device, consolidate and finish, consequently the utility model discloses not only can simplify roof beam side form reinforcement program, increase the efficiency of construction that the roof beam side form is consolidated, improved and consolidated construction precision has improved, reduces the potential safety hazard, can guarantee concrete beam integrality moreover, remove the trouble of post processing from.
The fixed support 1 is fixed at the end part of the adjusting steel pipe 2 in a welding mode, so that the connection strength of the fixed support 1 and the adjusting steel pipe 2 is ensured, and the moving stability of the sliding support 3 is ensured.
The utility model discloses in, bolt 4 is for falling trapezoidal, receives the difficult not hard up of self gravity restraint, and the vibrations that produce when concrete placement are resisted in vertical to locking sliding support 3, restraint roof beam side owner stupefied assurance template is stable.
As above, while the invention has been shown and described with reference to certain preferred embodiments, it is not to be construed as limiting the invention itself. Various changes in form and detail may be made therein without departing from the spirit and scope of the invention as defined by the appended claims.
Claims (5)
1. The utility model provides a socket joint formula roof beam side form reinforcing apparatus, includes girder and the girder side owner that is located the girder both sides stupefied, its characterized in that: still including being used for the main stupefied reinforcing apparatus of restraint roof beam side, reinforcing apparatus includes the fixed stay, the upper end of fixed stay and the main stupefied fixed connection of roof beam side of one of them side, the side of fixed stay is provided with the vertical central axis of perpendicular fixed stay and the outside regulation steel pipe that extends, reinforcing apparatus is still including setting up the slip support of the main stupefied below in opposite side roof beam side, and the lower extreme of slip support is fixed and is provided with both ends open-ended sleeve, the sleeve activity sets up on adjusting the steel pipe, adjust and set up a plurality of spacing holes that run through the regulation steel pipe on the steel pipe horizontal direction, it has the bolt to peg graft in the spacing hole, the slip support is located between bolt and the fixed stay in the journey.
2. The socket type beam side formwork reinforcing apparatus according to claim 1, wherein: the fixed support is fixed at the end part of the adjusting steel pipe in a welding mode.
3. The socket type beam side formwork reinforcing apparatus according to claim 1, wherein: the number of the reinforcing devices is a plurality, and the reinforcing devices are linearly arranged at intervals along the longitudinal direction of the main beam.
4. The socket type beam side formwork reinforcing apparatus according to claim 1, wherein: the bolt is in an inverted trapezoid shape.
5. The socket type beam side formwork reinforcing apparatus according to claim 1, wherein: and the plurality of limiting holes are uniformly distributed on the adjusting steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221091708.9U CN217326459U (en) | 2022-05-09 | 2022-05-09 | Socket joint formula roof beam side form reinforcing apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221091708.9U CN217326459U (en) | 2022-05-09 | 2022-05-09 | Socket joint formula roof beam side form reinforcing apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217326459U true CN217326459U (en) | 2022-08-30 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221091708.9U Active CN217326459U (en) | 2022-05-09 | 2022-05-09 | Socket joint formula roof beam side form reinforcing apparatus |
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| CN (1) | CN217326459U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116290913A (en) * | 2023-02-23 | 2023-06-23 | 中交一公局集团有限公司 | Cast-in-situ beam template supporting structure |
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2022
- 2022-05-09 CN CN202221091708.9U patent/CN217326459U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116290913A (en) * | 2023-02-23 | 2023-06-23 | 中交一公局集团有限公司 | Cast-in-situ beam template supporting structure |
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