CN218623295U - Temporary supporting assembly for steel bar truss floor bearing plate - Google Patents
Temporary supporting assembly for steel bar truss floor bearing plate Download PDFInfo
- Publication number
- CN218623295U CN218623295U CN202223060835.5U CN202223060835U CN218623295U CN 218623295 U CN218623295 U CN 218623295U CN 202223060835 U CN202223060835 U CN 202223060835U CN 218623295 U CN218623295 U CN 218623295U
- Authority
- CN
- China
- Prior art keywords
- steel bar
- bar truss
- support assembly
- vertical
- cross beam
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
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
Steel bar truss floor carrier plate connects into holistic combination bearing plate with steel bar truss and bottom plate through the 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.
SUMMERY OF THE UTILITY MODEL
An object of this application is to provide a temporary support assembly for steel bar truss building carrier plate for solve current interim 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 floor 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, this scheme interim supporting component's horizontal support subassembly adopts monolithic structure and overlaps first crossbeam and the second crossbeam placed, and the construction is simple and convenient, and the overall structure uniformity is good, can effectively guarantee interim supporting component's support quality. Consequently, can solve current interim support and easily lead to steel bar truss building carrier plate to take place to disturb the problem of deformation down through this 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, both 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 member;
the connecting rod is connected with the first cross beam in a horizontally telescopic motion mode.
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 mast 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 application, the one end of connecting rod is equipped with the external screw thread, the both ends of first crossbeam be equipped with respectively with the screw hole of connecting rod external screw thread looks adaptation.
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 sleeve, of the connecting block 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 embodiments or the prior art descriptions will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present application, and other drawings can be obtained by those skilled in the art 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 support 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-connection 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 obtained by a person of ordinary skill in the art based on the embodiments in the present application without making any creative effort belong to the protection scope of the present application.
In order to solve the problem that current interim support easily leads to steel bar truss building carrier plate to take place to disturb the deformation down, 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 can be steel beams or wood beams, for example, the first cross beam 31 can 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 prevent effectively that steel bar truss floor carrier plate 00 from producing the deflection 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, this scheme interim supporting component's horizontal support subassembly 3 adopts monolithic structure and overlaps first crossbeam 31 and the second crossbeam 32 of placing, and the construction is simple and convenient, and the 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.
The upright 111 is provided with external threads, and the inner wall of the sleeve 112 is provided with internal threads matched with the external threads.
In the embodiment of the present application, the sleeve 112 is screwed to the upright 111, and the sleeve 112 can be rotated to move the top supporting plate 12 up and down conveniently.
In some embodiments of the present application, two ends of the horizontal support assembly 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, which are stacked horizontally 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 stacked thin plates, 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 assembly is improved; on the other hand, the worn thin plate on 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 frame 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 inclined strut 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 fixing 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 after the locking is released, the temporary support assembly can be flexibly moved.
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 motion 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 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 should be noted that, in this document, relational terms such as first and second, and the like are 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 cross-member (31) and a second cross-member (32); the first cross beam (31) is fixedly arranged between the first vertical supporting frame (1) and the second vertical supporting 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 a steel bar truss floor deck according to claim 1, wherein the telescopic frame body (11) comprises a vertical column (111) and a sleeve (112) sleeved on the vertical column (111);
the stand (111) is equipped with the external screw thread, sleeve (112) inner wall be equipped with the internal thread of external screw thread looks adaptation.
3. The temporary support assembly for a steel bar truss floor deck according to 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. The temporary support assembly for steel bar truss flooring plates 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. A temporary support assembly for a steel bar truss floor deck according to claim 4, wherein the length of the second beam (32) is greater than the length of the first beam (31).
6. Temporary support assembly for steel bar truss floor decks according to claim 3, characterized in that the second beam (32) comprises a plurality of sheets, which are stacked horizontally on top of the first beam (31).
7. The temporary support assembly for a steel bar truss floor deck as claimed in claim 2, wherein the telescopic frame body (11) further comprises at least two diagonal 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 the floor deck of the steel bar truss according to claim 4, wherein one end of the connecting rod (33) is provided with external threads, and both ends of the first cross member (31) are respectively provided with threaded holes adapted to 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 |
|---|---|---|---|
| CN202223060835.5U CN218623295U (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 |
|---|---|---|---|
| CN202223060835.5U CN218623295U (en) | 2022-11-18 | 2022-11-18 | Temporary supporting assembly for steel bar truss floor bearing plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218623295U true CN218623295U (en) | 2023-03-14 |
Family
ID=85447391
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223060835.5U Active CN218623295U (en) | 2022-11-18 | 2022-11-18 | Temporary supporting assembly for steel bar truss floor bearing plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218623295U (en) |
-
2022
- 2022-11-18 CN CN202223060835.5U patent/CN218623295U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201003287Y (en) | Template support frame | |
| US20100000822A1 (en) | Scaffolding system | |
| CN101538929B (en) | Vertical tower device of mast climb type aerial working platform | |
| CN101942901A (en) | Support frame or scaffold and construction method thereof | |
| US2201608A (en) | Scaffolding | |
| CN218623295U (en) | Temporary supporting assembly for steel bar truss floor bearing plate | |
| CN213710299U (en) | Modular two-layer elevartor shaft integral lifting bracing operation platform | |
| CN115788019A (en) | Temporary supporting assembly for steel bar truss floor bearing plate | |
| CN204456807U (en) | Composite extendible elevator hoistway construction platform | |
| CN212317547U (en) | Novel shear force wall reinforcing and supporting system | |
| CN210508034U (en) | Steel structure beam with high supporting strength and storage tank tower formed by steel structure beam | |
| CN210659383U (en) | High strength is singly supported for building | |
| CN205314606U (en) | Constructional steel structure base | |
| CN219158532U (en) | Ejector rod | |
| CN219909883U (en) | Telescopic lower supporting rod piece for overhanging structure | |
| RU141933U1 (en) | FORMWORK (OPTIONS) | |
| CN215291275U (en) | Anticorrosive damp-proof steel structure support | |
| CN212453069U (en) | Steel construction pipe truss connection structure | |
| CN221278873U (en) | Temporary supporting structure of composite beam | |
| CN214575703U (en) | Adjustable jacking for conversion layer | |
| CN211691396U (en) | Lifting truss under attached lifting scaffold | |
| CN217631302U (en) | Adjustable formwork support top coupling assembling | |
| CN211850728U (en) | Scaffold suitable for assembled shear force wall | |
| CN215156519U (en) | Rock plate storage, transportation and assembly frame | |
| CN220747528U (en) | All-steel raised floor mounting structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |