CN214835080U - Be applied to bracket of beam slab steel form bottom - Google Patents
Be applied to bracket of beam slab steel form bottom Download PDFInfo
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- CN214835080U CN214835080U CN202023285956.0U CN202023285956U CN214835080U CN 214835080 U CN214835080 U CN 214835080U CN 202023285956 U CN202023285956 U CN 202023285956U CN 214835080 U CN214835080 U CN 214835080U
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- threaded rod
- beam slab
- bracket
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- type groove
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Abstract
The application discloses be applied to bracket of beam slab steel form bottom, when using, fix U type groove in the lower extreme recess of beam slab formwork support I-steel, then twist the backup pad to suitable position soon according to actual conditions, make the backup pad contradict with the bottom in I-steel and U type groove simultaneously, and make the threaded rod be located U type inslot, prevent the threaded rod from U type inslot roll-off through inserting the mode of establishing the bolt in the spacing opening of U type groove cell wall one side department, and then realize the support to beam slab template, after the construction is ended, twist the backup pad soon, release the bearing capacity that beam slab template given after, take out spacing intraoral bolt, tear the bracket down from the bottom of beam slab template through the mode of applying force to threaded rod lower part, then demolish beam slab template, it is simple and convenient to dismantle, time saving and labor saving, can ensure the construction progress.
Description
Technical Field
The application relates to the field of building construction, in particular to a bracket applied to the bottom of a beam slab steel formwork.
Background
With continuous innovation and progress of the society, the technology in the aspect of building construction is also continuously promoted, and the construction technology needs to be continuously improved and the construction management work needs to be strengthened in order to ensure the quality of building construction. The construction process of the cast-in-situ precast beam slab template is an important aspect of building construction technology and has important significance for ensuring the overall quality of building construction.
Present used template of concrete construction is mostly the beam slab steel form, in the building work progress, need support the bottom of beam slab steel form through the support usually, the concrete on the beam slab solidifies the back, need dismantle support and beam slab template and get rid of, however, current bearing structure mostly twists soon in the sleeve and penetrates the threaded rod or utilizes the square timber bottom sprag, the fixed horizon bar in the upper end of screw rod, then support the bottom direct contact of horizon bar and beam slab, because the gravity of beam slab template self adds the dual function of the concrete gravity above that, after the construction is ended, the degree of difficulty is great in support and beam slab template dismantlement, waste time and energy, influence the engineering progress.
SUMMERY OF THE UTILITY MODEL
The application provides a be applied to bracket of beam slab steel form bottom, it is big to have solved traditional beam slab support dismantlement degree of difficulty among the prior art, wastes time and energy, influences the problem of engineering progress.
For solving above-mentioned technical problem, the application provides a be applied to bracket of beam slab steel form bottom, includes:
u type groove and a support section of thick bamboo, U type groove is fixed in the lower extreme recess of the I-steel of beam slab template support, the opening in U type groove deviates from the I-steel, cell wall one side in U type groove is provided with spacing opening, be provided with the bolt in the spacing opening, the upper end of a support section of thick bamboo is provided with the threaded rod, the backup pad has been twisted on the threaded rod, the backup pad simultaneously with U type groove with the I-steel is inconsistent just the threaded rod is located U type inslot.
Preferably, the bottom of the support cylinder is also provided with a stabilizing plate.
Preferably, a first nut is welded at the upper end of the supporting cylinder, and the threaded rod penetrates through the first nut and extends into the supporting cylinder.
Preferably, the upper end of the support cylinder is connected with the threaded rod in a welding mode.
Preferably, the supporting plate is provided with a mounting hole, a second nut corresponding to the threaded rod is welded on the side of the mounting hole, and the second nut is screwed on the threaded rod.
Preferably, the supporting cylinder is further provided with a through hole for mounting and dismounting.
Compared with the prior art, the application provides a be applied to bracket of beam slab steel form bottom, including U type groove and a supporting cylinder, U type groove is fixed in the lower extreme recess of beam slab formwork support's I-steel, and the opening in U type groove deviates from the I-steel, and cell wall one side in U type groove is provided with spacing opening, is provided with the bolt in the spacing opening, and the upper end of a supporting cylinder is provided with the threaded rod, and the threaded rod is screwed on and has been twisted the backup pad, and the backup pad is inconsistent and the threaded rod is located U type inslot with U type groove and I-steel simultaneously. Therefore, the bracket is applied, when the bracket is used, the U-shaped groove is fixed in the groove at the lower end of the I-steel of the beam plate template support, the supporting plate is screwed to a proper position according to actual conditions, the supporting plate is enabled to be simultaneously abutted to the bottoms of the I-steel and the U-shaped groove, the threaded rod is enabled to be located in the U-shaped groove, the threaded rod is prevented from sliding out of the U-shaped groove in a mode of inserting the bolt into the limiting opening at one side of the wall of the U-shaped groove, supporting of the beam plate template is achieved, the supporting plate is screwed after construction is finished, the bolt in the limiting opening is pulled out after bearing force given by the beam plate template is released, the bracket is detached from the bottom of the beam plate in a mode of applying force to the lower portion of the threaded rod, then the beam plate template is detached, and the construction progress is simple and convenient to detach, time and labor are saved.
Drawings
In order to more clearly explain the technical solution of the present application, the drawings needed to be used in the embodiments are briefly described below, and it is obvious to those skilled in the art that other drawings can be obtained according to the drawings without making any inventive changes.
Fig. 1 is a perspective view of a bracket applied to the bottom of a beam slab steel formwork according to an embodiment of the present invention;
fig. 2 is a plan view of a bracket applied to the bottom of a beam slab steel formwork according to an embodiment of the present invention;
fig. 3 is a schematic view illustrating the installation of a bracket applied to the bottom of a beam slab steel formwork according to an embodiment of the present invention;
in the figure, a U-shaped groove is 1, a supporting cylinder is 2, I-steel is 3, a limiting opening is 4, a bolt is 5, a threaded rod is 6, a supporting plate is 7, a stabilizing plate is 8, a first nut is 9, a second nut is 10, and a through hole is 11.
Detailed Description
In order to make those skilled in the art better understand the technical solutions in the present application, the technical solutions in the embodiments of the present application will be described clearly and completely with reference to the accompanying drawings.
The core of this application is that a be applied to bracket of beam slab steel form bottom is provided, can solve among the prior art traditional beam slab support and dismantle the degree of difficulty big, waste time and energy, influence the problem of engineering progress.
Fig. 1 is the utility model provides a be applied to the bracket stereogram of beam slab form bottom, fig. 2 is the utility model discloses a provide be applied to the bracket plane view of beam slab form bottom, fig. 3 is the utility model discloses a provide a be applied to the bracket installation sketch map of beam slab form bottom, as shown in fig. 1 to fig. 3, this bracket includes:
Specifically, U type groove 1 with the roof beam board on the I-steel 3 the inboard welded connection of lower extreme, be provided with the spacing opening 4 that is used for placing bolt 5 on one side of the cell wall of U type groove 1, support a section of thick bamboo 2 and be hollow structure in fact, be provided with threaded rod 6 in the upper end of supporting a section of thick bamboo 2, it has backup pad 7 to twist on threaded rod 6, specifically can realize backup pad 7 and threaded rod 6 through the mode that sets up the screw hole that corresponds with threaded rod 6 on backup pad 7 and twist to be connected, realize the regulation to the bracket height through twisting the position of adjusting backup pad 7 at threaded rod 6, support with the roof beam board of adaptation co-altitude. In practice, in order to increase the height adjustment range of the bracket, it is preferable that a first nut 9 is welded to the upper end of the support cylinder 2, and the threaded rod 6 extends through the first nut 9 and into the support cylinder 2, thereby achieving adjustable connection between the threaded rod 6 and the support cylinder 2. Of course, if the support stability of the bracket is ensured in consideration of the connection firmness of the support cylinder 2 and the threaded rod 6, it is preferable that the upper end of the support cylinder 2 is welded to the threaded rod 6. In order to ensure the stability of the screw-mounting of the threaded rod 6 to the support plate 7, it is preferable that a mounting hole is provided in the support plate 7, a second nut 10 corresponding to the threaded rod 6 is welded to a side portion of the mounting hole, and then the second nut 10 is screwed to the threaded rod 6, thereby achieving the screw-coupling of the threaded rod 6 to the support plate 7. In practical use, the supporting plate 7 is simultaneously abutted against the U-shaped groove 1 and the I-shaped steel 3, and the threaded rod 6 is positioned in the U-shaped groove 1.
In order to improve the support stability of the bracket, a stabilizing plate 8 is preferably further provided at the bottom of the support cylinder 2. In order to facilitate the detachment of the support plate 7, it is preferable that a through hole 11 for attachment and detachment is further provided in the support cylinder 2, and in actual use, a rod 12 is inserted into the through hole 11, and the support plate 7 is detached from the threaded rod 6 or the support plate 7 is attached to the threaded rod 6 by holding the rod 12 with a hand and screwing the second nut 10.
The utility model provides a be applied to bracket of beam slab steel form bottom, when using, fix the lower extreme inboard of I-steel on the beam slab with U type groove, then twist the backup pad to suitable position soon according to actual conditions, make the backup pad contradict with the bottom in I-steel and U type groove simultaneously, and make the threaded rod be located U type inslot, prevent the threaded rod from U type inslot roll-off through the mode of inserting the bolt in the spacing opening of U type groove cell wall one side department, and then realize the support to the beam slab, after the construction is ended, take out spacing intraoral bolt, tear the bracket from the bottom of beam slab through the mode to threaded rod lower part application of force, then demolish the beam slab, it is simple and convenient to dismantle, time saving and labor saving, can ensure the construction progress.
Other embodiments of the present application will be apparent to those skilled in the art from consideration of the specification and practice of the application disclosed herein. This application is intended to cover any variations, uses, or adaptations of the invention following, in general, the principles of the application and including such departures from the present disclosure as come within known or customary practice in the art to which the invention pertains. It is intended that the specification and examples be considered as exemplary only, with a true scope of the disclosure being indicated by the following claims.
It will be understood that the present application is not limited to the precise arrangements described above and shown in the drawings and that various modifications and changes may be made without departing from the scope thereof. The above-described embodiments of the present application do not limit the scope of the present application.
Claims (6)
1. The utility model provides a be applied to bracket of beam slab steel form bottom which characterized in that includes:
u type groove and a support section of thick bamboo, U type groove is fixed in the lower extreme recess of the I-steel of beam slab template support, the opening in U type groove deviates from the I-steel, cell wall one side in U type groove is provided with spacing opening, be provided with the bolt in the spacing opening, the upper end of a support section of thick bamboo is provided with the threaded rod, the backup pad has been twisted on the threaded rod, the backup pad simultaneously with U type groove with the I-steel is inconsistent just the threaded rod is located U type inslot.
2. The bracket applied to the bottom of a beam slab steel formwork according to claim 1, wherein a stabilizing plate is further provided at the bottom of the support cylinder.
3. The bracket as claimed in claim 1, wherein a first nut is welded to an upper end of the support cylinder, and the threaded rod penetrates the first nut and extends into the support cylinder.
4. The bracket as claimed in claim 1, wherein the upper end of the support cylinder is welded to the threaded rod.
5. The bracket applied to the bottom of the beam slab steel formwork as claimed in claim 1, wherein the supporting plate is provided with a mounting hole, a second nut corresponding to the threaded rod is welded on the side wall of the mounting hole, and the second nut is screwed on the threaded rod.
6. The bracket applied to the bottom of the beam-slab steel form as claimed in any one of claims 1 to 5, wherein the support cylinder is further provided with a through hole for mounting and dismounting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023285956.0U CN214835080U (en) | 2020-12-30 | 2020-12-30 | Be applied to bracket of beam slab steel form bottom |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023285956.0U CN214835080U (en) | 2020-12-30 | 2020-12-30 | Be applied to bracket of beam slab steel form bottom |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214835080U true CN214835080U (en) | 2021-11-23 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202023285956.0U Active CN214835080U (en) | 2020-12-30 | 2020-12-30 | Be applied to bracket of beam slab steel form bottom |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214835080U (en) |
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2020
- 2020-12-30 CN CN202023285956.0U patent/CN214835080U/en active Active
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