CN216142402U - Beam-slab shared disk buckle type cantilever frame - Google Patents
Beam-slab shared disk buckle type cantilever frame Download PDFInfo
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- CN216142402U CN216142402U CN202122144565.5U CN202122144565U CN216142402U CN 216142402 U CN216142402 U CN 216142402U CN 202122144565 U CN202122144565 U CN 202122144565U CN 216142402 U CN216142402 U CN 216142402U
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- rod
- sleeve
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- pull rod
- cantilever frame
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Abstract
The utility model discloses a beam-slab shared disk buckling type cantilever frame which comprises a cantilever frame body and a horizontal rod, wherein the cantilever frame body comprises a sleeve, one side of the sleeve is fixedly connected with a pull rod and an inclined rod, one end, far away from the sleeve, of the pull rod is provided with a disk fastener used for being connected with a scaffold upright rod, one end, far away from the sleeve, of the inclined rod is fixedly connected with a baffle, one side, far away from the inclined rod, of the baffle is provided with a blocking groove matched with the scaffold upright rod, the other side of the sleeve is fixedly connected with a reinforcing column, the reinforcing columns of adjacent cantilever frame bodies are connected through the horizontal rod, a threaded rod penetrates through the sleeve, an adjusting bolt is screwed on a rod body of the threaded rod, one end of the threaded rod is fixedly connected with a bearing seat, and the bearing seat and the inclined rod are respectively positioned on two sides of the pull rod. The utility model has simple structure, is convenient to install, and the inclined rod at one side of the sleeve is abutted against the vertical rod of the scaffold, so that the pressure of the sleeve in the vertical direction of the crossbeam is further dispersed by the inclined rod, thereby enhancing the supporting strength of the utility model.
Description
Technical Field
The utility model relates to the technical field of cantilever frames, in particular to a beam-slab shared disk buckling type cantilever frame.
Background
The disk-buckle type scaffold is a scaffold commonly used in modern building construction, circular disks are welded on upright rods of the scaffold at intervals, circular holes are formed in the circular disks, connecting blocks are arranged at the end parts of transverse rods and longitudinal rods, the connecting blocks are provided with connecting holes matched with the circular holes, and the transverse rods, the longitudinal rods and the upright rods are mutually connected by inserting pins through the connecting holes and the circular holes; the disk fastener type scaffold generally uses the form of channel-section steel joist in the below of crossbeam, installs the channel-section steel between two pole settings promptly to set up adjustable length's bearing seat at the top of channel-section steel and support the crossbeam, nevertheless there is the channel-section steel heaviness at actual work progress and leads to the big problem of its installation degree of difficulty, and the both ends of channel-section steel are connected through disc and pole setting in addition only in the horizontal direction, consequently still have the problem that support intensity is low.
SUMMERY OF THE UTILITY MODEL
In order to solve the problems, the utility model provides a plate buckling type cantilever frame shared by beam plates, which aims to solve the problems of high installation difficulty and low supporting strength of the structure of a channel steel joist in the prior art.
In order to achieve the purpose, the technical scheme of the utility model is as follows: including cantilever frame body and horizon bar, the cantilever frame body includes the sleeve, telescopic one side fixedly connected with pull rod and down tube, the pull rod is kept away from telescopic one end is provided with the dish fastener that is used for being connected with the scaffold frame pole setting, the down tube is kept away from telescopic one end fixedly connected with baffle, the baffle is kept away from one side of down tube is seted up with the manger of scaffold frame pole setting looks adaptation, telescopic opposite side fixedly connected with strengthens the post, and is adjacent the cantilever frame body strengthen passing through between the post the horizon bar is connected, wear to be equipped with the threaded rod in the sleeve, adjusting bolt has been twisted on the body of rod of threaded rod, the one end fixedly connected with bearing seat of threaded rod, the bearing seat with the down tube is located respectively the both sides of pull rod.
Has the advantages that: before use, the utility model is respectively fixed on two oppositely arranged scaffold upright posts and continuously arranged along the extending direction of the cross beam, and after the arrangement is finished, the cross beam is supported by placing channel steel in a bearing seat at one end of a threaded rod. The structure of the utility model is simple, the plate fastener at one end of the pull rod is connected with the upright rod of the scaffold, the installation is convenient, and because one side of the sleeve is provided with the reinforcing column, the two ends of the horizontal rod are connected with the reinforcing column, and the two sleeves are connected into a whole through the horizontal rod, so that the pressure applied to one sleeve is dispersed to the other sleeve through the horizontal rod; the inclined rod on one side of the sleeve is abutted against the vertical rod of the scaffold, so that the pressure of the sleeve in the vertical direction of the crossbeam is further dispersed by the inclined rod, and the supporting strength of the scaffold is further enhanced.
Further, the dish fastener include with pull rod fixed connection's fixed plate, the fixed plate is kept away from one side of pull rod is connected with two limiting plates, and one of them the limiting plate with fixed plate fixed connection, another the limiting plate is followed telescopic extending direction with fixed plate sliding connection, two the limiting plate has seted up the perforation towards one side each other.
Has the advantages that: when the scaffold upright rod is used, the two limiting plates are placed on the upper side and the lower side of the scaffold upright rod disc, the positions of the limiting plates are adjusted to enable the positions of the through holes in the limiting plates and the positions of the connecting holes formed in the disc to be aligned up and down, then bolts are used for penetrating, nuts are screwed at the tail ends of the bolts until the two limiting plates extrude the disc, and then the connection between the limiting plates and the disc is completed; through with one of them limiting plate and fixed plate sliding connection for two limiting plates after revolving the revolving stud can be inseparabler laminate mutually with the disc, and then promoted the joint strength of pull rod and scaffold pole.
Furthermore, the horizontal rod comprises a containing pipe and two adjusting pipes, one ends of the adjusting pipes, which are close to each other, are inserted into the containing pipe and connected with a first anti-falling plate, second anti-falling plates are arranged at pipe openings at two ends of the containing pipe, external threads are arranged on the peripheral surface of the reinforcing column, internal threads matched with the external threads are arranged in the adjusting pipes, a strip hole is formed in the reinforcing column, the extending direction of the strip hole is the same as that of the reinforcing column, a stud bolt penetrates through the strip hole, and a through hole for the stud bolt to pass through is formed in the adjusting pipes.
Has the advantages that: the first anti-falling plate and the second anti-falling plate are arranged, so that the adjusting pipe cannot fall off from the containing pipe under the blocking of the first anti-falling plate and the second anti-falling plate; after the two oppositely arranged sleeves and the vertical rod are fixed, the horizontal rod is placed between the reinforcing columns of the two sleeves, one ends, far away from each other, of the two adjusting pipes are screwed on the reinforcing columns, the through holes are aligned with the strip holes up and down, then the stud bolts penetrate into the strip holes and the through holes and are screwed and fixed, and the stud bolts can limit the adjusting pipes to rotate relative to the reinforcing columns and are in threaded connection with the reinforcing columns, so that the adjusting pipes can be reliably connected with the reinforcing columns; the length of the horizontal rod is adjustable through the structure, and the problem that the distance between two reinforcing columns is different in size and the horizontal rods with different lengths need to be selected is solved.
Furthermore, the two sides of the adjusting bolt are provided with screwing handles.
Has the advantages that: the adjusting bolt can be screwed more conveniently by constructors by arranging the screwing handle.
Furthermore, a reinforcing rod is fixedly connected between the pull rod and the inclined rod.
Has the advantages that: the supporting strength of the utility model is enhanced by arranging the reinforcing rods.
Drawings
FIG. 1 is a schematic view of an overall structure of a beam-slab shared disk buckling type suspension bracket according to the present invention;
FIG. 2 is a cross-sectional view of a horizontal rod of a beam-slab shared disk buckle type cantilever frame of the present invention;
fig. 3 is a schematic view of a beam-slab shared disk buckle type suspension bracket in a use state.
In the figure: 1. a sleeve; 2. a pull rod; 3. a diagonal bar; 4. a reinforcing rod; 5. a threaded rod; 6. adjusting the bolt; 7. a bearing seat; 8. a fixing plate; 9. a first limit plate; 10. a second limiting plate; 11. a baffle plate; 12. a reinforcement column; 13. accommodating the tube; 14. an adjusting tube; 15. a first anti-drop plate; 16. a second anti-drop plate; 17. a strip hole; 18. a through hole; 19. a cross beam; 20. a disk.
Detailed Description
Embodiments of the present invention will be further described with reference to the accompanying drawings, wherein the terms "center," "upper," "lower," "left," "right," "vertical," "horizontal," "inner," "outer," and the like refer to orientations and positional relationships that are based on the orientation shown in the drawings, are used for convenience in describing the utility model and to simplify the description, but do not indicate or imply that the referenced device or element must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be construed as limiting the utility model.
As shown in fig. 1, a beam-slab shared disk buckling type cantilever comprises a cantilever body, wherein the cantilever body comprises a sleeve 1, the right side of the sleeve 1 is fixedly connected with a pull rod 2 and an inclined rod 3, and a reinforcing rod 4 extending along the vertical direction is fixedly connected between the pull rod 2 and the inclined rod 3; wear to be equipped with threaded rod 5 in the sleeve 1, adjusting bolt 6 has been twisted on the body of rod of threaded rod 5, and adjusting bolt 6 is located sleeve 1's upside, and adjusting bolt 6's both sides are provided with and twist soon the handle, the upper end fixedly connected with of threaded rod 5 holds seat 7. The right end of the pull rod 2 is provided with a disc fastener used for being connected with a scaffold upright rod, specifically, the disc fastener comprises a fixed plate 8 fixedly connected with the pull rod 2, the right side of the fixed plate 8 is respectively connected with a first limiting plate 9 and a second limiting plate 10, the first limiting plate 9 is positioned on the upper side of the second limiting plate 10 and is fixedly connected with the fixed plate 8, the right side surface of the fixed plate 8 is provided with a chute extending along the up-down direction, the second limiting plate 10 is slidably connected in the chute, the front chute wall and the rear chute wall of the chute are provided with limiting grooves extending along the up-down direction, the front side surface and the rear side surface of the second limiting plate 10 are fixedly connected with convex blocks (not shown in the figure), the convex blocks are slidably connected in the limiting grooves, and the second limiting plate 10 cannot be separated from the chute through the design of the limiting grooves and the convex blocks; one side of the first limiting plate 9 and one side of the second limiting plate 10 facing each other are provided with through holes extending vertically.
As shown in fig. 1 and 2, the diagonal rod 3 is located at the lower side of the pull rod 2, the right end of the diagonal rod 3 is fixedly connected with a baffle plate 11, and the right side of the baffle plate 11 is provided with a semi-cylindrical baffle groove matched with the upright rod of the scaffold; a reinforcing column 12 extending in the left-right direction is fixedly connected to the left side of the sleeve 1, a cylindrical horizontal rod is connected to the outer peripheral surface of the reinforcing column 12 in a threaded manner, specifically, the horizontal rod comprises a containing tube 13 and two adjusting tubes 14, one ends of the two adjusting tubes 14 close to each other are inserted into the containing tube 13 and connected with a first anti-falling plate 15, and pipe orifices at two ends of the containing tube 13 are provided with second anti-falling plates 16; the outer peripheral face of the reinforcing column 12 is provided with external threads, internal threads matched with the external threads of the reinforcing column 12 are arranged in the adjusting pipes 14, two strip holes 17 which are opposite in position and extend along the left-right direction are formed in the reinforcing column 12, through holes 18 are formed in the positions, far away from the end part of the accommodating pipe 13, of the side faces of the two adjusting pipes 14, and stud bolts penetrate through the strip holes 17 and the through holes 18.
The specific use process of the beam-slab shared disk buckling type cantilever frame of the embodiment is as follows, as shown in fig. 3, before use, the utility model is respectively fixed on two oppositely arranged scaffold uprights, when the fixation is performed, the first limiting plate 9 and the second limiting plate 10 are respectively placed on the upper side and the lower side of a scaffold upright disc 20, the positions of the first limiting plate 9 and the second limiting plate 10 are adjusted, so that through holes on the first limiting plate 9 and the second limiting plate 10 are vertically aligned with the positions of connecting holes formed on the disc 20, then bolts are used for penetrating, nuts are screwed at the tail ends of the bolts, until the two limiting plates extrude the disc 20, and then the connection between the first limiting plate 9, the second limiting plate 10 and the disc 20 is completed; after the two sleeves 1 and the scaffold upright are fixed, a horizontal rod is placed between the reinforcing columns 12 of the two sleeves 1, one ends, far away from each other, of the two adjusting pipes 14 are screwed on the reinforcing columns 12, so that the through holes 18 and the strip holes 17 are aligned up and down, then the stud bolts penetrate into the strip holes 17 and the through holes 18 and are screwed and fixed, and the stud bolts can limit the rotation of the adjusting pipes 14 relative to the reinforcing columns 12 and are in threaded connection with the reinforcing columns 12, so that the adjusting pipes 14 can be reliably connected with the reinforcing columns 12; finally, the adjusting screw 6 is screwed according to the height of the cross beam 19, so that the bearing seat 7 at one end of the threaded rod 5 is lifted to a proper position.
The structure of the utility model is simple, the plate fastener at one end of the pull rod 2 is connected with the upright rod of the scaffold, the installation is convenient, and because one side of the sleeve 1 is provided with the reinforcing column 12, the two ends of the horizontal rod are connected with the reinforcing column 12, the two sleeves 1 are connected into a whole through the horizontal rod, so that the pressure applied to one sleeve 1 is dispersed to the other sleeve 1 through the horizontal rod; the inclined rods 3 on one side of the sleeve 1 abut against the vertical rods of the scaffold, so that the pressure of the sleeve 1 in the vertical direction of the cross beam 19 is further dispersed by the inclined rods 3, and the supporting strength of the scaffold is further enhanced.
In the above embodiments, the first limiting plate is slidably connected to the fixing plate, and in other embodiments, the first limiting plate may also be fixedly connected to the fixing plate.
In the above embodiment, the first limiting plate and the second limiting plate are provided with through holes, the bolts penetrate through the through holes and the connecting holes in the disc, and the nuts are screwed at the tail ends of the bolts to connect the two limiting plates and the disc.
In the above embodiment, the horizontal rod includes that hold the pipe and two governing pipes, and the one end that the governing pipe is close to each other is inserted and is located holding in the pipe, and the one end and the enhancement post threaded connection that keep away from each other of governing pipe, in other embodiments, the horizontal rod still can be the steel pipe of fixed length, and the steel pipe passes through welded connection with the enhancement post.
The present invention is not limited to the above preferred embodiments, and any modifications, equivalent substitutions, improvements, etc. within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (5)
1. The utility model provides a formula cantilever frame is detained to beam slab sharing dish which characterized in that: including cantilever frame body and horizon bar, the cantilever frame body includes the sleeve, telescopic one side fixedly connected with pull rod and down tube, the pull rod is kept away from telescopic one end is provided with the dish fastener that is used for being connected with the scaffold frame pole setting, the down tube is kept away from telescopic one end fixedly connected with baffle, the baffle is kept away from one side of down tube is seted up with the manger of scaffold frame pole setting looks adaptation, telescopic opposite side fixedly connected with strengthens the post, and is adjacent the cantilever frame body strengthen passing through between the post the horizon bar is connected, wear to be equipped with the threaded rod in the sleeve, adjusting bolt has been twisted on the body of rod of threaded rod, the one end fixedly connected with bearing seat of threaded rod, the bearing seat with the down tube is located respectively the both sides of pull rod.
2. The beam-slab shared disk buckle type cantilever according to claim 1, wherein: the disc fastener comprises a fixed plate fixedly connected with the pull rod, one side, far away from the pull rod, of the fixed plate is connected with two limiting plates, one limiting plate is fixedly connected with the fixed plate, the other limiting plate is arranged along the extending direction of the sleeve and is in sliding connection with the fixed plate, and one side, facing each other, of the two limiting plates is provided with a through hole.
3. The beam-slab shared disk buckle type cantilever according to claim 2, wherein: the horizontal rod comprises a containing pipe and two adjusting pipes, one ends of the adjusting pipes, which are close to each other, are inserted into the containing pipe and connected with a first anti-falling plate, second anti-falling plates are arranged at pipe openings at two ends of the containing pipe, external threads are arranged on the outer peripheral surface of the reinforcing column, internal threads matched with the external threads are arranged in the adjusting pipes, a strip hole is formed in the reinforcing column, the extending direction of the strip hole is the same as that of the reinforcing column, a stud bolt penetrates through the strip hole, and a through hole for the stud bolt to pass through is formed in the adjusting pipes.
4. The beam-slab shared disk buckle type cantilever according to claim 3, wherein: and screwing handles are arranged on two sides of the adjusting bolt.
5. The beam-slab shared disk buckle type cantilever according to claim 4, wherein: and a reinforcing rod is fixedly connected between the pull rod and the inclined rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122144565.5U CN216142402U (en) | 2021-09-07 | 2021-09-07 | Beam-slab shared disk buckle type cantilever frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122144565.5U CN216142402U (en) | 2021-09-07 | 2021-09-07 | Beam-slab shared disk buckle type cantilever frame |
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| Publication Number | Publication Date |
|---|---|
| CN216142402U true CN216142402U (en) | 2022-03-29 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122144565.5U Active CN216142402U (en) | 2021-09-07 | 2021-09-07 | Beam-slab shared disk buckle type cantilever frame |
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| CN (1) | CN216142402U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114991441A (en) * | 2022-06-30 | 2022-09-02 | 中国建筑第二工程局有限公司 | Coil buckle supporting system with large vertical rod interval and construction method thereof |
-
2021
- 2021-09-07 CN CN202122144565.5U patent/CN216142402U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114991441A (en) * | 2022-06-30 | 2022-09-02 | 中国建筑第二工程局有限公司 | Coil buckle supporting system with large vertical rod interval and construction method thereof |
| CN114991441B (en) * | 2022-06-30 | 2023-09-01 | 中国建筑第二工程局有限公司 | Dish buckle supporting system with large vertical rod spacing and construction method thereof |
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