CN217054324U - Cast-in-place slab band template bearing structure - Google Patents
Cast-in-place slab band template bearing structure Download PDFInfo
- Publication number
- CN217054324U CN217054324U CN202220528791.5U CN202220528791U CN217054324U CN 217054324 U CN217054324 U CN 217054324U CN 202220528791 U CN202220528791 U CN 202220528791U CN 217054324 U CN217054324 U CN 217054324U
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- adjustable support
- support
- supporting
- threaded rod
- adjusting nut
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 47
- 239000010959 steel Substances 0.000 claims abstract description 47
- 238000009415 formwork Methods 0.000 claims description 8
- 239000007787 solid Substances 0.000 claims description 3
- 238000009434 installation Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Abstract
The utility model discloses a cast-in-place slab band template bearing structure relates to assembled building engineering technical field. The utility model comprises a supporting beam, a vertical adjustable support and an inclined adjustable support; one end of the supporting cross beam is provided with a round through hole which is vertically matched with the vertical adjustable support in a sliding manner, and the vertical adjustable support adjusts the horizontal position height of the supporting cross beam; one end of the inclined adjustable support is hinged with the bottom of the vertical adjustable support through a hinged support; the other end of the inclined adjustable support is hinged with the other end of the supporting beam through a hinged support; the inclination adjustable support is used for supporting the other end of the supporting cross beam; the vertical adjustable support comprises a first threaded rod and a first steel pipe. The utility model forms a template supporting structure by three parts of the supporting beam, the vertical adjustable support and the inclined adjustable support, can be installed on the ground and hoisted together with the steel beam, reduces the operation at high places and has less potential safety hazards; simple structure withstands the top and bottom edge of a wing of girder steel through adjustable threaded rod of adjusting nut, good reliability.
Description
Technical Field
The utility model belongs to the technical field of the assembled building engineering, especially, relate to a cast-in-place slab band template bearing structure.
Background
With the continuous development of the construction industry, the assembly type building is more and more concerned and applied by the society. In the assembly type building construction engineering, the laminated slab is usually disassembled according to the size of a production line of a component manufacturer and the lifting performance of on-site lifting equipment, and a plate and strip seam (hereinafter referred to as a plate and strip) is formed after the laminated slab is lifted. If a traditional template supporting system is adopted, when the concrete of the laminated slab band is poured, the lower part of the laminated slab is fully paved with the wood template and provided with the supporting rod pieces, so that the time consumption is long, the template waste is large, the construction progress of a cast-in-place section of a subsequent beam slab is influenced, and the characteristic of high construction speed of an assembly type building is not met. In order to be able to fully pave the plank sheathing fast, this application document provides a cast-in-place slab band template bearing structure.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a cast-in-place slab band formwork support structure, which is formed by a support beam, a vertical adjustable support and an inclined adjustable support, can be installed on the ground and hoisted together with a steel beam, reduces the operation at high places and has less potential safety hazard; simple structure withstands the top and bottom edge of a wing of girder steel through adjusting nut adjustable threaded rod, and the current problem has been solved to the good reliability.
In order to solve the technical problem, the utility model discloses a realize through following technical scheme:
the utility model relates to a cast-in-situ slab band template supporting structure, which comprises a supporting beam, a vertical adjustable support and an inclined adjustable support; one end of the supporting cross beam is provided with a round through hole which is vertically matched with the vertical adjustable support in a sliding manner, and the vertical adjustable support adjusts the horizontal position height of the supporting cross beam; one end of the inclined adjustable support is hinged with the bottom of the vertical adjustable support through a hinged support; the other end of the inclined adjustable support is hinged with the other end of the supporting beam through a hinged support; the inclination adjustable support is used for supporting the other end of the supporting cross beam.
Furthermore, the supporting cross beam is manufactured by adopting one of channel steel, square tubes and solid square bars.
Further, the vertical adjustable support comprises a first threaded rod, a first steel pipe, a first adjusting nut and a second adjusting nut; the first threaded rod is in plug-in fit with the first steel pipe; the end part of the first threaded rod, which is far away from the first steel pipe, is respectively fixed with a first end plate and a second end plate; the first adjusting nut and the second adjusting nut are both in threaded connection with the first threaded rod; the first adjusting nut is used for adjusting the horizontal height of the supporting cross beam; the second adjusting nut is used for adjusting the effective supporting length of the first threaded rod and the first steel pipe; and a first ring plate matched with the second adjusting nut is fixed at the other end of the first steel pipe.
Further, the inclination adjustable support comprises a second threaded rod, a second steel pipe and a third adjusting nut; the second threaded rod is in plug-in fit with the second steel pipe; a third end plate and a fourth end plate are respectively fixed at the end part of the second threaded rod, which is far away from the second steel pipe; the other end of the second steel pipe is fixed with a second ring plate matched with the third adjusting nut; the third adjusting nut is in threaded connection with the second threaded rod; the third adjusting nut is used for adjusting the effective supporting length of the second threaded rod and the second steel pipe; and the third end plate and the fourth end plate are respectively connected with a hinged support.
Furthermore, the round through hole of the supporting beam penetrates through a sliding sleeve which is coaxially arranged, and the inner wall of the sliding sleeve is in vertical sliding fit with the vertical adjustable support.
The utility model discloses following beneficial effect has:
the utility model discloses template supporting structure comprises supporting beam, vertical adjustable brace and slope adjustable brace, can install on ground, hoists together with the girder steel, reduces the aerial work, and the potential safety hazard is few; the adjustable threaded rod is pressed against the upper flange and the lower flange of the steel beam through the adjusting nut, so that the reliability is good; the labor consumption is low, the operation is simple, and the workers can finish the installation and the removal only by adjusting the actual extension lengths of the vertical adjustable support and the inclined adjustable support; the vertical adjustable support and the inclined adjustable support are adjusted in effective support length, so that the steel beam can be mounted on a steel beam at any height, and the practicability is good; can be completely recycled and has good economical efficiency.
Of course, it is not necessary for any particular product to achieve all of the above-described advantages at the same time.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments are briefly introduced below, it is obvious that the drawings in the description below are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
Fig. 1 is a schematic structural view of a cast-in-place slab band formwork support structure of the present invention;
FIG. 2 is a three-dimensional schematic view of the present invention during installation and use;
FIG. 3 is a schematic plan view of the present invention in use;
in the drawings, the reference numbers indicate the following list of parts:
1-supporting beam, 2-vertical adjustable support, 3-inclined adjustable support, 11-round through hole, 12-sliding sleeve, 21-first threaded rod, 22-first steel pipe, 23-first adjusting nut, 24-second adjusting nut, 25-first end plate, 26-second end plate, 31-second threaded rod, 32-second steel pipe, 33-third adjusting nut, 34-third end plate and 35-fourth end plate.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
Referring to fig. 1, the utility model relates to a cast-in-place slab band formwork support structure, which comprises a support beam 1, a vertical adjustable support 2 and an inclined adjustable support 3; one end of the supporting beam 1 is provided with a round through hole 11 which is vertically matched with the vertical adjustable support 2 in a sliding way, and the vertical adjustable support 2 adjusts the height of the horizontal position of the supporting beam 1; one end of the inclined adjustable support 3 is hinged with the bottom of the vertical adjustable support 2 through a hinged support; the other end of the inclined adjustable support 3 is hinged with the other end of the support beam 1 through a hinged support, the hinged support comprises a double-support lug, a single-support lug and a bolt for connecting the double-support lug and the single-support lug, and an anti-drop inserted bar is arranged on the bolt; the tilt adjustable support 3 is used to support the other end of the support beam 1. The combination of the supporting beam 1, the vertical adjustable support 2 and the inclined adjustable support 3 is integrally in a triangular supporting structure, and the position is stable and reliable after being fixed.
The vertical adjustable support 2 comprises a first threaded rod 21, a first steel pipe 22, a first adjusting nut 23 and a second adjusting nut 24; the first threaded rod 21 is in inserted fit with the first steel pipe 22; the end parts of the first threaded rods 21, which are far away from the first steel pipes 22, are respectively fixed with a first end plate 25 and a second end plate 26; the first adjusting nut 23 and the second adjusting nut 24 are both in threaded connection with the first threaded rod 21; the first adjusting nut 23 is used for adjusting the horizontal height of the supporting beam 1; the second adjusting nut 24 is used for adjusting the effective supporting length of the first threaded rod 21 and the first steel pipe 22; a first ring plate engaged with a second adjusting nut 24 is fixed at the other end of the first steel pipe 22.
Wherein, the inclination adjustable support 3 comprises a second threaded rod 31, a second steel pipe 32 and a third adjusting nut 33; the second threaded rod 31 is in inserted fit with the second steel pipe 32; the end parts of the second threaded rod 31 and the second steel pipe 32 which are deviated from each other are respectively fixed with a third end plate 34 and a fourth end plate 35; the other end of the second steel pipe 32 is fixed with a second ring plate matched with a third adjusting nut 33; the third adjusting nut 33 is in threaded connection with the second threaded rod 31; the third adjusting nut 33 is used for adjusting the effective supporting length of the second threaded rod 31 and the second steel pipe 32; the third end plate 34 and the fourth end plate 35 are respectively connected with a hinged support.
Wherein, the sliding sleeve 12 that fixed coaxial setting was run through to the round through-hole 11 department of supporting beam 1, and the vertical sliding fit of sliding sleeve 12 inner wall and vertical adjustable support 2. The supporting beam 1 is made of one of channel steel, square tubes and solid square bars, and preferably made of channel steel.
One specific application of this embodiment is: as shown in fig. 2 and 3, the assembly of the supporting beam 1, the vertical adjustable support 2 and the inclined adjustable support 3 which are in the triangular supporting structure is installed on one side of the spliced steel beam before hoisting, and hoisting is performed after the installation is completed. The template supporting structure of the utility model consists of a supporting beam 1, a vertical adjustable support 2 and an inclined adjustable support 3, can be installed on the ground and hoisted together with a steel beam, reduces the high-place operation and has less potential safety hazard; the structure is simple, the upper flange and the lower flange of the steel beam are propped through the adjustable screw rod, and the reliability is good; the labor consumption is low, the operation is simple, and the workers can finish the installation and the removal only by adjusting the actual extension lengths of the vertical adjustable supports 2 and the inclined adjustable supports 3; the vertical adjustable supports 2 and the inclined adjustable supports 3 can be mounted on steel beams at any height by adjusting the effective support lengths, so that the practicability is good; can be completely recycled and has good economical efficiency.
In the description of the present specification, reference to the description of "one embodiment," "an example," "a specific example," etc., means that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The preferred embodiments of the present invention disclosed above are intended only to help illustrate the present invention. The preferred embodiments are not intended to be exhaustive or to limit the invention to the precise forms disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and its practical applications, thereby enabling others skilled in the art to best understand the invention and its practical application. The present invention is limited only by the claims and their full scope and equivalents.
Claims (5)
1. A cast-in-place slab band formwork support structure is characterized in that:
comprises a supporting beam (1), a vertical adjustable support (2) and an inclined adjustable support (3);
one end of the supporting cross beam (1) is provided with a round through hole (11) which is vertically matched with the vertical adjustable support (2) in a sliding manner, and the vertical adjustable support (2) adjusts the horizontal position height of the supporting cross beam (1);
one end of the inclined adjustable support (3) is hinged with the bottom of the vertical adjustable support (2) through a hinged support;
the other end of the inclined adjustable support (3) is hinged with the other end of the supporting beam (1) through a hinged support; the inclination adjustable support (3) is used for supporting the other end of the supporting beam (1).
2. A cast-in-place slab band formwork support structure according to claim 1, characterized in that the support beam (1) comprises a channel steel, a square tube or a solid square bar.
3. A cast-in-place slab band formwork support structure according to claim 1, characterized in that the vertical adjustable support (2) comprises a first threaded rod (21), a first steel pipe (22), a first adjusting nut (23) and a second adjusting nut (24); the first threaded rod (21) is in plug fit with the first steel pipe (22); the end parts of the first threaded rods (21) which are deviated from the first steel pipes (22) are respectively fixed with a first end plate (25) and a second end plate (26); the first adjusting nut (23) and the second adjusting nut (24) are both in threaded connection with the first threaded rod (21); the first adjusting nut (23) is used for adjusting the horizontal height of the supporting beam (1); the second adjusting nut (24) is used for adjusting the effective supporting length of the first threaded rod (21) and the first steel pipe (22).
4. A cast-in-place slab band formwork support structure according to claim 1, characterized in that the tilt adjustable support (3) comprises a second threaded rod (31), a second steel pipe (32) and a third adjusting nut (33); the second threaded rod (31) is in inserted fit with the second steel pipe (32); the end parts of the second threaded rods (31) and the second steel pipes (32) which are deviated from each other are respectively fixed with a third end plate (34) and a fourth end plate (35); the third adjusting nut (33) is in threaded connection with the second threaded rod (31); the third adjusting nut (33) is used for adjusting the effective supporting length of the second threaded rod (31) and the second steel pipe (32); the third end plate (34) and the fourth end plate (35) are respectively connected with a hinged support.
5. A cast-in-place slab band formwork support structure according to claim 1, characterized in that a sliding sleeve (12) coaxially arranged penetrates through the round through hole (11) of the support beam (1), and the inner wall of the sliding sleeve (12) is vertically matched with the vertically adjustable support (2) in a sliding manner.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220528791.5U CN217054324U (en) | 2022-03-11 | 2022-03-11 | Cast-in-place slab band template bearing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220528791.5U CN217054324U (en) | 2022-03-11 | 2022-03-11 | Cast-in-place slab band template bearing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217054324U true CN217054324U (en) | 2022-07-26 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220528791.5U Expired - Fee Related CN217054324U (en) | 2022-03-11 | 2022-03-11 | Cast-in-place slab band template bearing structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN217054324U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115584847A (en) * | 2022-10-25 | 2023-01-10 | 江西中煤建设集团有限公司 | Composite slab installation support device, prefabricated steel structure building |
-
2022
- 2022-03-11 CN CN202220528791.5U patent/CN217054324U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115584847A (en) * | 2022-10-25 | 2023-01-10 | 江西中煤建设集团有限公司 | Composite slab installation support device, prefabricated steel structure building |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220726 |