CN215107302U - Cast-in-place reinforced concrete floor socket joint formula dish is buckled and is supported die carrier - Google Patents
Cast-in-place reinforced concrete floor socket joint formula dish is buckled and is supported die carrier Download PDFInfo
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- CN215107302U CN215107302U CN202120860572.2U CN202120860572U CN215107302U CN 215107302 U CN215107302 U CN 215107302U CN 202120860572 U CN202120860572 U CN 202120860572U CN 215107302 U CN215107302 U CN 215107302U
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Abstract
The utility model discloses a formwork support is buckled to cast in situ reinforced concrete floor socket joint formula dish, including disc, stand and connecting block, evenly arranged is provided with the locating hole on the disc, the disc middle part is provided with the recess, be provided with the mounting groove in the recess, the mounting groove top is provided with the stand. Has the advantages that: the utility model discloses a connecting block, the connecting hole that sets up, bolt and crossbeam, adapting unit between crossbeam and the disc adopts thick narrow cylinder type bolt down to be connected, make the crossbeam more fasten with being connected of disc, difficult production is not hard up, the holistic security of formwork has been improved simultaneously, through the stand that sets up, the fixture block, recess and mounting groove, can make the mode that stand and disc are connected through the draw-in groove link to each other, make the installation of stand dismantle more convenient high-efficient, the work efficiency when having improved formwork installation and dismantling.
Description
Technical Field
The utility model relates to a formwork technical field, concretely relates to cast-in-place reinforced concrete floor socket joint formula dish is buckled formwork.
Background
The socket joint type disc buckle formwork support is one form of single pipe disc buckle formwork support, has a structure basically similar to that of a fastener type steel pipe disc buckle formwork support, and mainly comprises upright rods, transverse rods, inclined rods, an adjustable base and the like.
However, the connection between the crossbeams of the existing cast-in-place reinforced concrete floor socket type plate buckle formwork support is unstable, the connection between the crossbeams and the discs is easy to loose under long-time use, the overall safety of the formwork support is reduced, secondly, the installation of the stand columns of the existing cast-in-place reinforced concrete floor socket type plate buckle formwork support is more complicated, the installation and the disassembly are very inconvenient, the work efficiency of the formwork support during the installation and the disassembly is reduced, and therefore a novel cast-in-place reinforced concrete floor socket type plate buckle formwork support is urgently needed to solve the problems.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
In order to overcome the defects of the prior art, the socket type plate buckle formwork support for the cast-in-place reinforced concrete floor is provided, the problems that the connection between the cross beams of the socket type plate buckle formwork support for the existing cast-in-place reinforced concrete floor is unstable, the connection between the cross beams and the circular discs is easy to loose under long-time use, the overall safety of the formwork support is reduced, the installation of the stand columns of the socket type plate buckle formwork support for the existing cast-in-place reinforced concrete floor is complicated, the mounting and the dismounting are very inconvenient, and the working efficiency of the formwork support during the mounting and the dismounting is reduced are solved.
(II) technical scheme
The utility model discloses a following technical scheme realizes: the utility model provides a formwork support is buckled to cast in situ reinforced concrete floor socket joint formula dish, including disc, stand and connecting block, align to grid is provided with the locating hole on the disc, the disc middle part is provided with the recess, be provided with the mounting groove in the recess, the mounting groove top is provided with the stand, both ends all are provided with the fixture block about the stand, disc one side is provided with the connecting block, both ends all are provided with the connecting hole about the connecting block, the connecting hole upper end is provided with the bolt, a connecting block lateral wall middle part is provided with the crossbeam.
Furthermore, the positioning hole is formed in the disc, and the groove is formed in the disc.
By adopting the technical scheme, the positioning hole is convenient for the bolt to connect the connecting hole with the positioning hole, and the groove is convenient for the mounting and the connection of the upright post.
Furthermore, the mounting groove is formed on the disc, and the fixture block is formed on the upright post.
Through adopting above-mentioned technical scheme, the mounting groove can with the fixture block closely laminates continuously, makes the stand can with the disc is connected firmly.
Furthermore, the fixture block is connected with the mounting groove clamping groove, and the connecting hole is formed in the connecting block.
Through adopting above-mentioned technical scheme, the fixture block adopts integrated structure, makes the stand is whole to have higher steadiness, the connecting hole is convenient for the installation of bolt is inserted.
Furthermore, the bolt is inserted into the connecting hole and the positioning hole, and the movable block is connected with the disc through the bolt.
By adopting the technical scheme, the bolt is matched with the mounting hole and the positioning hole, so that the connecting block is more firmly and reliably connected with the disc.
Further, the cross beam is welded with the connecting block.
Through adopting above-mentioned technical scheme, the crossbeam with the movable block is connected firmly, makes the crossbeam wholly has higher compressive capacity.
(III) advantageous effects
Compared with the prior art, the utility model, following beneficial effect has:
1. for solving current cast in situ reinforced concrete floor socket joint formula dish and detaining the connection between the formwork crossbeam unstable, easily lead to being connected between crossbeam and the disc to produce not hard up under long-time the use, reduced the problem of the holistic security of formwork, the utility model discloses a connecting block, connecting hole, bolt and the crossbeam that set up, adapting unit between crossbeam and the disc adopt thick narrow cylinder type bolt down to be connected, make the crossbeam more fasten with being connected of disc, difficult production is not hard up, has improved the holistic security of formwork simultaneously.
2. For the stand installation of solving current cast in situ reinforced concrete floor socket joint formula dish knot formwork support comparatively loaded down with trivial details, it is very inconvenient when installation and dismantlement, the problem of the work efficiency when having reduced formwork installation and dismantlement, the utility model discloses a stand, fixture block, recess and the mounting groove that set up can make the stand link to each other through the mode that the draw-in groove is connected with the disc for the installation of stand is dismantled more convenient high-efficient, has improved the work efficiency when formwork installation and dismantlement
Drawings
FIG. 1 is an exploded view of a socket type plate buckle formwork support for cast-in-place reinforced concrete floor slabs according to the present invention;
FIG. 2 is a bottom view of the middle column of the socket joint type plate buckle formwork support of the cast-in-place reinforced concrete floor of the present invention;
FIG. 3 is a plan view of a disc in cast-in-place reinforced concrete floor socket joint formula dish is buckled and is propped up die carrier.
The reference numerals are explained below:
1. a disc; 2. a column; 3. connecting blocks; 4. positioning holes; 5. a groove; 6. mounting grooves; 7. a clamping block; 8. connecting holes; 9. a bolt; 10. a cross member.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
As shown in fig. 1-3, in this embodiment, a socket joint type plate buckle formwork support for cast-in-place reinforced concrete floor slabs includes a disc 1, a column 2 and a connecting block 3, positioning holes 4 are uniformly arranged on the disc 1, a groove 5 is arranged in the middle of the disc 1, a mounting groove 6 is arranged in the groove 5, the column 2 is arranged above the mounting groove 6, fixture blocks 7 are arranged at the upper end and the lower end of the column 2, the connecting block 3 is arranged on one side of the disc 1, connecting holes 8 are arranged at the upper end and the lower end of the connecting block 3, a bolt 9 is arranged at the upper end of the connecting hole 8, a cross beam 10 is arranged in the middle of a side wall of the connecting block 3, the groove 5 and the mounting groove 6 in the middle of the disc 1 play a role in connecting and mounting the column 2, the bolt 9 enables the connecting block 3 to be closely connected with the disc 1, and further realizes the mounting extension of the cross beam 10.
As shown in fig. 1-3, in this embodiment, the positioning hole 4 is formed on the disc 1, the groove 5 is formed on the disc 1, the positioning hole 4 facilitates the connection between the connection hole 8 and the positioning hole 4 by the pin 9, the groove 5 facilitates the installation and connection of the column 2, the mounting groove 6 is formed on the disc 1, the fixture block 7 is formed on the column 2, the mounting groove 6 can be closely attached to the fixture block 7, so that the column 2 can be stably connected to the disc 1, the fixture block 7 is connected to the slot of the mounting groove 6, the connection hole 8 is formed on the connection block 3, the fixture block 7 is of an integrated structure, so that the column 2 has higher stability as a whole, the connection hole 8 facilitates the installation and insertion of the pin 9, the pin 9 is inserted into the connection hole 8 and the positioning hole 4, the connection block 3 is connected to the disc 1 by the pin 9, by adopting the above technical scheme, the pin 9 is used in cooperation with the mounting hole and the positioning hole 4, make connecting block 3 more firm reliable with being connected of disc 1, crossbeam 10 and connecting block 3 welding, crossbeam 10 is connected with connecting block 3 firmly for crossbeam 10 wholly has higher compressive capacity.
The specific implementation process of this embodiment is as follows: when using, at first align fixture block 7 on the stand 2 with mounting groove 6 in the disc 1, and erection joint, then go into disc 1 with connecting block 3 card on, make connecting hole 8 align with locating hole 4, will use bolt 9 to insert in connecting hole 8 and the locating hole 4, make connecting block 3 and disc 1 firm connection, connecting block 3's structure plays limiting displacement to stand 2 simultaneously, makes stand 2 be difficult for rocking the running position, above can make a die carrier put into use.
The above-described embodiments are merely illustrative of the preferred embodiments of the present invention and are not intended to limit the spirit and scope of the present invention. Without departing from the design concept of the present invention, various modifications and improvements made by the technical solution of the present invention by those skilled in the art should fall into the protection scope of the present invention, and the technical contents claimed by the present invention have been fully recorded in the claims.
Claims (6)
1. The utility model provides a formwork is detained to cast in situ reinforced concrete floor socket joint formula dish which characterized in that: including disc (1), stand (2) and connecting block (3), evenly arranged is provided with locating hole (4) on disc (1), disc (1) middle part is provided with recess (5), be provided with mounting groove (6) in recess (5), mounting groove (6) top is provided with stand (2), both ends all are provided with fixture block (7) about stand (2), disc (1) one side is provided with connecting block (3), both ends all are provided with connecting hole (8) about connecting block (3), connecting hole (8) upper end is provided with bolt (9), a lateral wall middle part of connecting block (3) is provided with crossbeam (10).
2. The cast-in-place reinforced concrete floor socket type disc buckle formwork support device of claim 1, wherein: the positioning holes (4) are formed in the disc (1), and the grooves (5) are formed in the disc (1).
3. The cast-in-place reinforced concrete floor socket type disc buckle formwork support device of claim 1, wherein: the mounting groove (6) is formed in the disc (1), and the fixture block (7) is formed in the upright post (2).
4. The cast-in-place reinforced concrete floor socket type disc buckle formwork support device of claim 1, wherein: the clamping block (7) is connected with the clamping groove of the mounting groove (6), and the connecting hole (8) is formed in the connecting block (3).
5. The cast-in-place reinforced concrete floor socket type disc buckle formwork support device of claim 1, wherein: the plug pin (9) is connected with the connecting hole (8) and the positioning hole (4) in an inserting mode, and the connecting block (3) is connected with the disc (1) through the plug pin (9).
6. The cast-in-place reinforced concrete floor socket type disc buckle formwork support device of claim 1, wherein: the cross beam (10) is welded with the connecting block (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120860572.2U CN215107302U (en) | 2021-04-25 | 2021-04-25 | Cast-in-place reinforced concrete floor socket joint formula dish is buckled and is supported die carrier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120860572.2U CN215107302U (en) | 2021-04-25 | 2021-04-25 | Cast-in-place reinforced concrete floor socket joint formula dish is buckled and is supported die carrier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215107302U true CN215107302U (en) | 2021-12-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120860572.2U Active CN215107302U (en) | 2021-04-25 | 2021-04-25 | Cast-in-place reinforced concrete floor socket joint formula dish is buckled and is supported die carrier |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215107302U (en) |
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2021
- 2021-04-25 CN CN202120860572.2U patent/CN215107302U/en active Active
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