CN115788019A - Temporary supporting assembly for steel bar truss floor bearing plate - Google Patents
Temporary supporting assembly for steel bar truss floor bearing plate Download PDFInfo
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- CN115788019A CN115788019A CN202211442989.2A CN202211442989A CN115788019A CN 115788019 A CN115788019 A CN 115788019A CN 202211442989 A CN202211442989 A CN 202211442989A CN 115788019 A CN115788019 A CN 115788019A
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- steel bar
- bar truss
- support assembly
- truss floor
- cross beam
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Abstract
The application provides a temporary supporting assembly for a steel bar truss floor bearing plate, which comprises a first vertical supporting frame, a second vertical supporting frame and a horizontal supporting assembly. The first vertical support frame and the second vertical support frame respectively comprise a telescopic frame body and a support top plate horizontally arranged at the top of the telescopic frame body; the horizontal support assembly comprises a first cross beam and a second cross beam; the first cross beam is fixedly arranged between the first vertical supporting frame and the second vertical supporting frame; the second cross beam is horizontally overlapped on the top of the first cross beam; the top surface of the second cross beam is flush with the top surface of the top support plate. The problem of current interim support easily lead to steel bar truss building carrier plate to take place to disturb the deformation down can be solved through this scheme.
Description
Technical Field
The application relates to the technical field of building construction, especially, relate to a interim supporting component for steel bar truss building carrier plate.
Background
The steel bar truss floor bearing plate connects the steel bar truss and the bottom plate into a whole combined bearing plate through welding. According to the relevant technical specification requirements of the steel bar truss floor bearing plate, when the span is larger than the maximum unsupported span in the construction stage, a temporary support needs to be arranged in the span, and the temporary support can be detached when the strength of the floor concrete reaches more than 80% of the design value.
At present, the temporary support is usually set up by constructor at the scene with steel pipe and fastener and forms, and the quality of temporary support receives factors such as constructor proficiency, health to influence great, leads to steel bar truss floor carrier plate often to disturb the deformation down because of the reason that temporary support height uniformity is poor.
Disclosure of Invention
An object of this application provides a temporary support assembly for steel bar truss building carrier plate for solve current temporary support and easily lead to steel bar truss building carrier plate to take place to disturb the problem of deformation down. The specific technical scheme is as follows:
the application provides a interim supporting component for steel bar truss building carrier plate includes:
the first vertical support frame and the second vertical support frame respectively comprise a telescopic frame body and a support top plate horizontally arranged at the top of the telescopic frame body;
a horizontal support assembly comprising a first beam and a second beam; the first cross beam is fixedly arranged between the first vertical supporting frame and the second vertical supporting frame; the second cross beam is horizontally overlapped on the top of the first cross beam; the top surface of the second cross beam is flush with the top surface of the top support plate.
The scheme that this application embodiment provided through set up the horizontal brace subassembly including first crossbeam and second crossbeam on first vertical support frame and second vertical support frame, with the second crossbeam flat fold on first crossbeam to make the top surface of second crossbeam and the top surface parallel and level of supporting the roof, realize the unanimous, stable and reliable support of steel bar truss building carrier plate. Compare in the current holding surface height that adopts steel pipe and fastener to set up the interim support that forms uneven, the horizontal supporting component of this scheme interim supporting component adopts monolithic structure and overlaps first crossbeam and the second crossbeam of placing, and the construction is simple and convenient, and overall structure uniformity is good, can effectively guarantee interim supporting component's support quality. Therefore, the problem that the existing temporary support easily causes the steel bar truss floor bearing plate to generate downward disturbance deformation can be solved through the scheme.
In some embodiments of the present application, the telescoping body comprises a column and a sleeve sleeved on the column;
the stand is equipped with the external screw thread, the sleeve inner wall be equipped with the internal thread of external screw thread looks adaptation.
In some embodiments of the present application, two ends of the horizontal support assembly are detachably connected to the first vertical support frame and the second vertical support frame, respectively.
In some embodiments of the present application, the horizontal support assembly further comprises a connecting rod disposed at both ends of the first cross beam;
the connecting rod is connected with the first cross beam in a manner of horizontal telescopic motion.
In some embodiments of the present application, the second beam has a length greater than a length of the first beam.
In some embodiments of the present application, the second beam comprises a plurality of sheets, and a plurality of the sheets are horizontally stacked on top of the first beam.
In some embodiments of the present application, the telescoping body further comprises at least two braces;
and one end of the inclined strut is fixedly connected with one end of the upright column far away from the supporting top plate.
In some embodiments of the present application, the other end of the diagonal brace is provided with a universal wheel with a fixing plate.
In some embodiments of the present application, one end of the connecting rod is provided with an external thread, and both ends of the first beam are respectively provided with a threaded hole adapted to the external thread of the connecting rod.
In some embodiments of the present application, the sleeve is a rectangular parallelepiped structure;
the other end of the connecting rod is provided with a truncated cone-shaped or cylindrical connecting block, and the diameter of one end, connected with the connecting block, of the sleeve is larger than that of the connecting rod.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present application, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic structural diagram of a temporary support assembly for a steel bar truss floor deck according to the present invention.
The reference numerals in the drawings are explained as follows:
00-steel bar truss floor bearing plate;
1-a first vertical support; 11-telescoping shelf body; 111-upright post; 112, a sleeve; 113-diagonal bracing; 1131 — universal wheel; 12-supporting the top plate;
2-a second vertical support;
3-horizontal support assembly; 31 — a first beam; 32-a second beam; 33-a connecting rod; 331-connecting block.
Detailed Description
The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are only a part of the embodiments of the present application, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.
In order to solve the problem that the deformation is disturbed down to the easy steel bar truss building carrier plate that leads to of current interim support, this application embodiment provides an interim supporting component for steel bar truss building carrier plate. The temporary support assembly for the steel bar truss floor deck provided by the embodiment of the application is described in detail below with reference to the attached drawings.
As shown in fig. 1, the temporary support assembly for a steel bar truss floor deck provided in the embodiment of the present application includes a first vertical support frame 1, a second vertical support frame 2, and a horizontal support assembly 3.
The first vertical support frame 1 and the second vertical support frame 2 respectively comprise a telescopic frame body 11 and a support top plate 12 horizontally arranged at the top of the telescopic frame body 11;
the horizontal support assembly 3 comprises a first beam 31 and a second beam 32; the first cross beam 31 is fixedly arranged between the first vertical support frame 1 and the second vertical support frame 2; the second beam 32 is horizontally overlapped on the top of the first beam 31; the top surface of the second cross member 32 is flush with the top surface of the top support plate 12.
The telescopic frame body 11 can move up and down in the vertical direction, and the supporting top plate 12 is located at the top of the telescopic frame body 11 and can move along with the movement of the telescopic frame body 11. The first cross beam 31 and the second cross beam 32 may be steel beams or wood beams, for example, the first cross beam 31 may be a square tube beam; the second cross member 32 may be a wooden square beam. First crossbeam 31 and second crossbeam 32 are monolithic structure, can effectively prevent that steel bar truss floor carrier plate 00 from producing the degree of disturbance and sinking.
The scheme that this application embodiment provided through set up the horizontal support subassembly 3 including first crossbeam 31 and second crossbeam 32 on first vertical support frame 1 and second vertical support frame 2, with second crossbeam 32 flat pile on first crossbeam 31 to make the top surface of second crossbeam 32 and the top surface parallel and level of supporting roof 12, realize the unanimity of steel bar truss floor carrier plate 00, stable and reliable support. Compare in the current holding surface height that adopts steel pipe and fastener to set up the interim support that forms uneven, the horizontal supporting component 3 of this scheme interim supporting component adopts monolithic structure and overlaps first crossbeam 31 and the second crossbeam 32 of placing, and the construction is simple and convenient, and overall structure uniformity is good, can effectively guarantee interim supporting component's support quality. Therefore, the problem that the existing temporary support easily causes the steel bar truss floor bearing plate 00 to generate downward disturbance deformation can be solved through the scheme.
In some embodiments of the present application, as shown in fig. 1, the telescoping frame 11 includes a column 111 and a sleeve 112 that fits over the column 111.
Upright 111 is provided with external threads, and the inner wall of sleeve 112 is provided with internal threads matched with the external threads.
In the embodiment of the present application, the sleeve 112 is screwed with the upright 111, and the up-and-down movement of the top supporting plate 12 of the sleeve 112 can be conveniently realized by rotating the sleeve 112.
In some embodiments of the present application, two ends of the horizontal support component 3 are detachably connected to the first vertical support frame 1 and the second vertical support frame 2, respectively.
In the embodiment of the application, through setting up horizontal support assembly 3 to be connected with first vertical support frame 1 and second vertical support frame 2 can dismantle, after interim supporting component uses the completion, can dismantle interim supporting component decomposes, effectively reduces the volume that occupies to the convenient transportation that realizes interim supporting component.
In some embodiments of the present application, as shown in fig. 1, the horizontal support assembly 3 further includes a connecting rod 33 disposed at both ends of the first cross member 31.
The connecting rod 33 is connected to the first cross member 31 in a horizontally telescopically movable manner.
In the embodiment of the application, but set up horizontal concertina movement's connecting rod 33 at the both ends of first crossbeam 31, can be through extension or shorten connecting rod 33, make interim supporting component be applicable to the support of the steel bar truss floor carrier plate 00 of different specification and dimension (span), effectively improve interim supporting component's suitability.
In some embodiments of the present application, the length of the second beam 32 is greater than the length of the first beam 31.
In the embodiment of the present application, the length of the second cross member 32 is set to be greater than that of the first cross member 31, and the second cross member can be used in cooperation with the connecting rod 33 in the above embodiments, so as to further improve the supporting contact area and the supporting performance of the temporary supporting assembly.
In some embodiments of the present application, the second beam 32 comprises a plurality of sheets horizontally stacked on top of the first beam 31.
The thin plate can be a steel plate or a wood plate.
In the embodiment of the application, by arranging the second cross beam 32 with a plurality of thin plates stacked, on one hand, the height of the top surface of the second cross beam 32 can be flexibly adjusted, and the applicability of the temporary support component is improved; on the other hand, the worn thin plate at the top of the second cross beam 32 can be replaced in time, and the service life of the temporary support assembly is effectively prolonged.
In some embodiments of the present application, as shown in fig. 1, the telescoping body 11 further comprises at least two braces 113; one end of the inclined strut 113 is fixedly connected with one end of the upright post 111 far away from the supporting top plate 12.
In the embodiment of the present application, the stability of the column 111 can be improved by providing the diagonal brace 113.
In some embodiments of the present application, as shown in FIG. 1, the other end of the diagonal brace 113 is provided with a universal wheel 1131 with a securing plate.
In this embodiment, after the universal wheel 1131 with the fixing plate is locked, the stability of the first vertical support frame 1 and the second vertical support frame 2 can be ensured, and the temporary support assembly can be flexibly moved after the locking is released.
In some embodiments of the present application, one end of the connecting rod 33 is provided with an external thread, and both ends of the first beam 31 are respectively provided with a threaded hole adapted to the external thread of the connecting rod 33.
In the embodiment of the present application, the horizontal telescopic movement of the connecting rod 33 can be realized by the threaded connection of the connecting rod 33 and the end of the first beam 31.
In some embodiments of the present application, the sleeve 112 is a rectangular parallelepiped structure.
The other end of the connecting rod 33 is provided with a truncated cone-shaped or cylindrical connecting block 331, and the diameter of one end of the connecting block 331, which is connected with the sleeve 112, is larger than that of the connecting rod 33.
This application embodiment sets up round platform shape or cylindrical connecting block 331 through the other end at connecting rod 33 to make connecting block 331's main aspects link to each other with the sleeve 112 of cuboid structure, can improve connecting rod 33 and sleeve 112's the inseparable degree of being connected, improve interim supporting component's operational reliability.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrases "comprising a," "8230," "8230," or "comprising" does not exclude the presence of additional like elements in a process, method, article, or apparatus that comprises the element.
Although embodiments of the present application have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the application, the scope of which is defined in the appended claims and their equivalents.
Claims (10)
1. A temporary support assembly for a steel bar truss floor deck, comprising:
the device comprises a first vertical support frame (1) and a second vertical support frame (2), wherein the first vertical support frame (1) and the second vertical support frame (2) respectively comprise a telescopic frame body (11) and a support top plate (12) horizontally arranged at the top of the telescopic frame body (11);
a horizontal support assembly (3), the horizontal support assembly (3) comprising a first beam (31) and a second beam (32); the first cross beam (31) is fixedly arranged between the first vertical support frame (1) and the second vertical support frame (2); the second cross beam (32) is horizontally overlapped on the top of the first cross beam (31); the top surface of the second cross beam (32) is flush with the top surface of the top support plate (12).
2. The temporary support assembly for steel bar truss floor decks according to claim 1, wherein the telescopic frame body (11) comprises a vertical column (111) and a sleeve (112) fitted over the vertical column (111);
the upright post (111) is provided with external threads, and the inner wall of the sleeve (112) is provided with internal threads matched with the external threads.
3. The temporary support assembly for a steel bar truss floor deck as claimed in claim 2, wherein both ends of the horizontal support assembly (3) are detachably connected with the first vertical support frame (1) and the second vertical support frame (2), respectively.
4. A temporary support assembly for a steel bar truss floor deck according to claim 3, wherein the horizontal support assembly (3) further comprises a connecting rod (33) provided at both ends of the first cross member (31);
the connecting rod (33) is connected with the first cross beam (31) in a horizontally telescopic motion mode.
5. Temporary support assembly for steel bar truss floor decks according to claim 4, characterized in that the length of the second beam (32) is greater than the length of the first beam (31).
6. A temporary support assembly for a steel bar truss floor deck as claimed in claim 3, wherein the second beam (32) includes a plurality of thin plates horizontally stacked on top of the first beam (31).
7. The temporary support assembly for steel bar truss floor decks according to claim 2, wherein the telescopic frame (11) further comprises at least two braces (113);
one end of the inclined strut (113) is fixedly connected with one end, far away from the supporting top plate (12), of the upright column (111).
8. The temporary support assembly for a steel bar truss floor deck according to claim 7, wherein the other end of the diagonal brace (113) is provided with a universal wheel (1131) with a fixing plate.
9. The temporary support assembly for a steel bar truss floor deck according to claim 4, wherein one end of the connecting rod (33) is provided with external threads, and both ends of the first cross beam (31) are respectively provided with threaded holes matched with the external threads of the connecting rod (33).
10. The temporary support assembly for a steel bar truss floor deck as recited in claim 9, wherein the sleeve (112) is a rectangular parallelepiped structure;
the other end of connecting rod (33) is equipped with round platform shape or cylindrical connecting block (331), the diameter that connecting block (331) is connected the one end of sleeve (112) is greater than the diameter of connecting rod (33).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211442989.2A CN115788019A (en) | 2022-11-18 | 2022-11-18 | Temporary supporting assembly for steel bar truss floor bearing plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211442989.2A CN115788019A (en) | 2022-11-18 | 2022-11-18 | Temporary supporting assembly for steel bar truss floor bearing plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN115788019A true CN115788019A (en) | 2023-03-14 |
Family
ID=85438688
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202211442989.2A Pending CN115788019A (en) | 2022-11-18 | 2022-11-18 | Temporary supporting assembly for steel bar truss floor bearing plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN115788019A (en) |
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2022
- 2022-11-18 CN CN202211442989.2A patent/CN115788019A/en active Pending
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