CN216516904U - Beam bottom formwork structure of thread jacking support of disc buckle - Google Patents
Beam bottom formwork structure of thread jacking support of disc buckle Download PDFInfo
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- CN216516904U CN216516904U CN202122787658.XU CN202122787658U CN216516904U CN 216516904 U CN216516904 U CN 216516904U CN 202122787658 U CN202122787658 U CN 202122787658U CN 216516904 U CN216516904 U CN 216516904U
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Abstract
The utility model discloses a beam bottom formwork structure with a disc buckle thread top support, which comprises a plurality of vertical rods, a transverse rod and a longitudinal rod which are connected between the adjacent vertical rods, and a supporting device arranged at the bottom of a structural beam, wherein the supporting device comprises a transverse beam arranged between the vertical rods on two sides of the structural beam, a U support arranged on the transverse beam, a screw rod penetrating through the U support and the transverse beam, an adjustable support which is in threaded connection with the screw rod and is pressed on the U support, and a top support fixedly arranged at the upper end of the screw rod, and a keel for supporting a bottom die of the structural beam is arranged on the top support. This application selects the screw rod of adaptation length through on-the-spot actual conditions, then erects double flute steel supporting screw on the disc of structure roof beam below, and the screw rod holds in the palm the left-hand thread through the U and then fixes with adjustable bearing on the double flute steel, compares in traditional method of setting up, has simplified structure beam bottom formwork structure, and the commonality is strong, and has saved the unnecessary material extravagant, and it is more convenient to have the construction, advantage that economic benefits is high.
Description
Technical Field
The utility model relates to the technical field of template engineering, in particular to a beam bottom formwork structure with a disc buckle thread jacking.
Background
In recent years, with the development of scaffold technology, scaffolds of different forms are popularized and applied in the engineering construction process, and among the scaffolds, the disk-buckle type scaffold is widely popularized due to reasonable structural stress, safety, reliability and good stability.
The module of the disk-buckle type scaffold is fixed and is difficult to match variable building structures, the disk-buckle type scaffold is limited by the module, and when the length of an engineering structure does not meet the requirement of the module and is in some special parts, the application of the disk-buckle type scaffold is limited.
When a buckling frame body of a beam chassis is erected in the traditional method, when a disc buckling scaffold upright rod disc does not meet the requirement of the elevation of a beam bottom, the frame body is usually erected on a conventional frame body again, but the erecting method is a five-door and eight-door method, because no systematic erecting method exists, too many unnecessary components are erected, namely the stability of the frame body cannot be ensured, and the construction difficulty is increased.
SUMMERY OF THE UTILITY MODEL
The utility model provides a beam bottom formwork structure of a disc buckle thread top support, which has the advantages of good economic benefit, safety and universality.
The technical problem to be solved is: when a buckling frame body of a beam chassis is erected in the traditional method, when a disc buckling scaffold upright rod disc does not meet the requirement of the elevation of a beam bottom, the frame body is usually erected on a conventional frame body again, but the erecting method is a five-door and eight-door method, because no systematic erecting method exists, too many unnecessary components are erected, namely the stability of the frame body cannot be ensured, and the construction difficulty is increased.
In order to solve the technical problems, the utility model adopts the following technical scheme:
the utility model relates to a beam bottom formwork structure with a disc buckle thread top support, which comprises a plurality of vertical rods, transverse rods and longitudinal rods connected between the adjacent vertical rods, and a supporting device arranged at the bottom of a structural beam, wherein the supporting device comprises a cross beam arranged between the vertical rods on two sides of the structural beam, a U support arranged on the cross beam, a screw rod penetrating through the U support and the cross beam, an adjustable support which is in threaded connection with the screw rod and pressed on the U support, and a top support fixedly arranged at the upper end of the screw rod, wherein a keel for supporting a bottom mould of the structural beam is arranged on the top support.
The utility model relates to a beam bottom formwork structure with a disc buckle thread top support.
The utility model relates to a beam bottom formwork structure of a disc buckle thread jacking, and further a reinforcing support is connected between the jacking and a screw.
The utility model relates to a beam bottom formwork structure with a disc buckle thread jacking device.
The utility model relates to a beam bottom formwork structure of a disc buckle thread jacking, and further the length of a screw rod is selected from 0.5m, 1.0m, 1.5m and 2.0 m.
The utility model relates to a beam bottom formwork structure with a disc buckle thread top support, and further a supporting device arranged on a cross beam is additionally arranged between a structural beam and a vertical rod on the side surface of the structural beam.
The utility model relates to a beam bottom formwork structure with a disc buckle thread jacking device.
The utility model relates to a beam bottom formwork structure with a disc buckle threaded top support.
The utility model relates to a beam bottom formwork structure with a disc buckle thread top support, which is characterized in that a support frame is additionally arranged between a structural beam and an upright rod on the side surface of the structural beam, the support frame comprises a short upright rod, a horizontal rod for connecting the short upright rod and the upright rod, an inclined strut fixedly arranged at the lower end of the short upright rod and abutted against the side surface of the upright rod, and a vertical rod fixedly arranged between the inclined strut and the horizontal rod, and the top support is fixedly arranged at the upper end of the short upright rod.
Compared with the prior art, the utility model has the following beneficial effects:
1. when the elevation of the bottom of the structural beam does not meet the requirement of the distance between the disks on the vertical rod, adaptive screws with the lengths of 0.5m, 1.0m, 1.5m, 2.0m and the like are selected according to actual conditions on site, then double-channel steel supporting screws are erected on the disks below the structural beam, and the screws are reversely buckled on double-channel steel through U supports and then fixed through adjustable supports; compared with the traditional erection method, the erection structure is deepened, unnecessary load accumulation at the top end of the vertical rod is removed, the frame structure is optimized, the stability of the frame is improved, and the erection structure is safer; in addition, the effect of fine adjustment of the bottom template and the elevation of the supporting beam is achieved by adjusting the adjustable support;
2. through addding strutting arrangement or support frame, promote bearing structure's stability, satisfy the floor end support promptly and satisfy the dish again and detain the requirement of frame stability.
The utility model will be further explained with reference to the drawings.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic structural view of the supporting device of the present invention;
FIG. 3 is a schematic view of the present invention with a support frame.
Reference numerals:
1. erecting a rod; 2. a cross bar; 3. a cross beam; 4. u support; 5. a screw; 6. an adjustable support; 7. jacking; 8. a keel; 9. a reinforcing support; 10. horizontally supporting; 11. a short upright post; 12. a horizontal bar; 13. bracing; 14. a vertical rod; 15. a threaded disk.
Detailed Description
As shown in fig. 1 and 2, the beam bottom formwork structure of the disc buckle threaded top support comprises a disc buckle frame and a supporting device arranged on a structural beam chassis buckle frame, wherein the disc buckle frame comprises a plurality of upright posts 1 arranged at intervals, and a plurality of cross rods 2 and longitudinal rods respectively connected between the adjacent upright posts 1. The strutting arrangement holds in the palm 4, passes U support 4 and crossbeam 3's screw rod 5, threaded connection on screw rod 5 and press the adjustable support 6 on U support 4 and set firmly the top support 7 in screw rod 5 upper end including crossbeam 3, the back-off that install between structural beam both sides pole setting 1 and holding in the palm 4 on crossbeam 3, the top support is installed on 7 and is used for the fossil fragments 8 of bearing structure roof beam die block. The screw 5 is a plurality of rods which are increased by times, preferably 0.5m, 1.0m, 1.5m and 2.0 m. The cross beam 3 comprises two channel steels which are mutually connected through bolts, and the two channel steels are clamped at two sides of the vertical rod 1 and supported on a disc on the vertical rod 1
According to the method, when the elevation of the bottom of the structural beam does not meet the requirement of the distance between the disks on the vertical rod 1, the screw rods 5 with the lengths of 0.5m, 1.0m, 1.5m, 2.0m and the like are selected according to the actual situation on site, then the double-channel steel supporting screw rods 5 are erected on the disks below the structural beam, the screw rods 5 are reversely buckled on the double-channel steel through the U supports 4 and then fixed through the adjustable supports 6, compared with the traditional erection method, the structural beam bottom formwork structure is simplified, the universality is strong, unnecessary material waste is omitted, the construction is more convenient and faster, and the economic benefit is high; compared with the traditional erection method, the erection structure is deepened, unnecessary load accumulation at the top end of the upright stanchion 1 is removed, the frame structure is optimized, the frame stability is improved, and the erection structure is safer; in addition, the effect of supporting beam bottom formwork and elevation fine adjustment is achieved by adjusting the adjustable support 6.
Furthermore, a reinforcing support 9 is fixedly arranged between the top support 7 and the screw rod 5, so that the stability between the top support 7 and the screw rod 5 is improved, and the bearing capacity of the top support 7 and the safety of a supporting structure are ensured.
When the structural beam is not positioned in the middle of the two vertical rods 1, because one of the vertical rods 1 is far away from the structural beam, a supporting device arranged on the cross beam 3 is additionally arranged between the vertical rods 1 on the expected side surface of the structural beam and used for supporting a floor slab template, so that the stability is ensured. In addition, when the elevation of the bottom of the structural beam is different from the elevation of the bottom of the floor slab greatly, a horizontal support 10 is connected between a screw rod 5 on the additionally-arranged supporting device and the upright rod 1, a threaded disc 15 is connected to the screw rod 5 in a threaded manner, and the horizontal support 10 is connected with discs on the threaded disc 15 and the upright rod 1 respectively, so that the stability of the supporting structure is improved, and the requirements of the stability of the disc buckling frame and the support at the bottom of the floor slab are met.
Referring to fig. 3, further, when the structural beam is not located in the middle of the two uprights 1, a support frame can be selected to replace the additionally arranged support device, the support frame comprises a short upright 11, a horizontal rod 12 connecting the short upright 11 and the upright 1, an inclined strut 13 fixedly arranged at the lower end of the short upright 11 and abutted against the side surface of the upright 1, and a vertical rod 14 fixedly arranged between the inclined strut 13 and the horizontal rod 12, and a top support 7 is fixedly arranged at the upper end of the short upright 11; one end of the inclined strut 13 close to the vertical rod 1 is fixedly provided with a cambered surface matched with the vertical rod 1, and the cambered surface is abutted against the vertical rod 1 to ensure the contact and stress of the inclined strut 13 and the vertical rod 1. The support frame is arranged to meet the requirements for the stability of the floor bottom support and the stability of the plate buckling frame, and the additionally arranged support member is not limited by the height difference between the structural beam bottom elevation and the floor bottom elevation, so that the stability is good, and the installation is convenient.
The above-mentioned embodiments are merely illustrative of the preferred embodiments of the present invention, and do not limit the scope of the present invention, and various modifications and improvements of the technical solution of the present invention by those skilled in the art should fall within the protection scope defined by the claims of the present invention without departing from the spirit of the present invention.
Claims (9)
1. The utility model provides a dish knot screw thread top holds in palm beam-bottom formwork structure, includes many pole setting (1), connects horizontal pole (2) and the vertical pole between adjacent pole setting (1), its characterized in that: still including setting up the strutting arrangement at the bottom of the structure roof beam, strutting arrangement holds in the palm (4), passes screw rod (5), threaded connection on screw rod (5) that U held in the palm (4) and crossbeam (3) and presses adjustable support (6) on U holds in the palm (4) and sets firmly top support (7) in screw rod (5) upper end including crossbeam (3), the U of installing between structure roof beam both sides pole setting (1) set up on crossbeam (3), strutting arrangement, install fossil fragments (8) that are used for the bearing structure roof beam die block on top support (7).
2. The bottom beam formwork structure of a disc-buckle threaded top bracket of claim 1, which is characterized in that: the cross beam (3) comprises two mutually connected channel steel, and the two channel steel are clamped at two sides of the vertical rod (1) and supported on the disc on the vertical rod (1).
3. The bottom beam formwork structure of the disc-buckle thread jacking device as claimed in claim 1, wherein: a reinforcing support (9) is connected between the top support (7) and the screw (5).
4. The bottom beam formwork structure of the disc-buckle thread jacking device as claimed in claim 1, wherein: the screw rods (5) are a plurality of rod pieces which are increased by multiple times.
5. The bottom beam formwork structure of the disc-buckle thread jacking device as claimed in claim 4, wherein: the length of the screw (5) is selected from 0.5m, 1.0m, 1.5m and 2.0 m.
6. The bottom beam formwork structure of a disc-buckle threaded top bracket of claim 1, which is characterized in that: and a supporting device arranged on the cross beam (3) is additionally arranged between the structural beam and the vertical rod (1) on the side surface of the structural beam.
7. The bottom beam formwork structure of the disc-buckle thread jacking device as claimed in claim 6, wherein: a horizontal support (10) is connected between the screw (5) on the additionally arranged supporting device and the vertical rod (1).
8. The bottom beam formwork structure of a disc-buckle screw top support according to claim 7, characterized in that: threaded disc (15) is connected to the screw rod (5) in a threaded mode, and the horizontal support (10) is connected with the threaded disc (15) and discs on the vertical rod (1) respectively.
9. The bottom beam formwork structure of the disc-buckle thread jacking device as claimed in claim 1, wherein: the utility model discloses a bracing frame, including the bracing piece (12) of short pole setting (11), connecting short pole setting (11) and pole setting (1), set firmly bracing (13) and the montant (14) of setting firmly between bracing (13) and horizon bar (12) at short pole setting (11) lower extreme and butt in pole setting (1) side between the bracing piece (11) and horizon bar (1), short pole setting (11) upper end has set firmly top support (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122787658.XU CN216516904U (en) | 2021-11-15 | 2021-11-15 | Beam bottom formwork structure of thread jacking support of disc buckle |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122787658.XU CN216516904U (en) | 2021-11-15 | 2021-11-15 | Beam bottom formwork structure of thread jacking support of disc buckle |
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| CN216516904U true CN216516904U (en) | 2022-05-13 |
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| CN202122787658.XU Active CN216516904U (en) | 2021-11-15 | 2021-11-15 | Beam bottom formwork structure of thread jacking support of disc buckle |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114961243A (en) * | 2022-05-29 | 2022-08-30 | 五冶集团上海有限公司 | Adjustable and movable jacking for inner support |
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2021
- 2021-11-15 CN CN202122787658.XU patent/CN216516904U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114961243A (en) * | 2022-05-29 | 2022-08-30 | 五冶集团上海有限公司 | Adjustable and movable jacking for inner support |
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