CN217172920U - Beam slab and steel bar integrated hoisting truss - Google Patents
Beam slab and steel bar integrated hoisting truss Download PDFInfo
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- CN217172920U CN217172920U CN202220833836.XU CN202220833836U CN217172920U CN 217172920 U CN217172920 U CN 217172920U CN 202220833836 U CN202220833836 U CN 202220833836U CN 217172920 U CN217172920 U CN 217172920U
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Abstract
The utility model discloses a beam slab and steel bar integrated hoisting truss, which comprises a frame, wherein a plurality of groups of fixed plates are arranged in the frame at equal intervals, the middle part of the upper end of each group of fixed plates is provided with a vertical plate, and the upper ends of the plurality of groups of vertical plates are fixedly connected with a beam; the crossbeam is provided with a group of first connecting assemblies on two sides of the front end of each group of vertical plates respectively, each first connecting assembly comprises two groups of first connecting plates, one end of each first connecting plate is connected with the outer side wall of the crossbeam, and the other end of each first connecting plate is connected with the inner wall of the frame; the cross beam is provided with a group of second connecting assemblies on two sides of each group of vertical plates respectively, each second connecting main board comprises a second connecting plate, one end of each second connecting plate is connected with the bottom wall of the cross beam, and the other end of each second connecting plate is connected with the top wall of the frame plate; the utility model discloses a first connecting plate and second connecting plate carry out the rigid coupling to lateral wall, diapire and deckle board inner wall, the roof of crossbeam, have improved the joint strength of crossbeam with the deckle board, when hoist and mount this truss, hoist and mount stability is good, difficult emergence is out of shape.
Description
Technical Field
The utility model relates to a civil engineering technical field specifically is a beam slab reinforcing bar integral type hoist and mount truss.
Background
In recent years, more and more large public buildings with steel truss structure forms are built and put into use, main frames or modeling positions of the large buildings adopt the steel truss forms, the volume and the weight of the steel truss forms are large, and the existing steel truss is poor in stability during hoisting and easy to deform steel bars.
Therefore, the utility model provides a can solve a beam slab reinforcing bar integral type hoist and mount truss of above-mentioned problem.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a beam slab reinforcing bar integral type hoist and mount truss to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above purpose, the utility model provides a following technical scheme: a girder-slab-steel bar integrated hoisting truss comprises a framework, wherein a plurality of groups of fixed plates are arranged in the framework at equal intervals, a vertical plate is arranged in the middle of the upper end of each group of fixed plates, and a crossbeam is fixedly connected to the upper ends of the vertical plates;
the beam is provided with a group of first connecting assemblies on two sides of the front end of each group of vertical plates respectively, each first connecting assembly comprises two groups of first connecting plates, one end of each first connecting plate is connected with the outer side wall of the beam, and the other end of each first connecting plate is connected with the inner wall of the frame;
the crossbeam is provided with a set of second coupling assembling respectively in the both sides of every group riser, second coupling assembling includes the second connecting plate, second connecting plate one end is connected with the crossbeam diapire, and the other end is connected with the deckle board roof.
As an optimized technical scheme of the utility model, it is two sets of first connecting plate slopes respectively and crossbeam and frame attach, and is two sets of first connecting plate is the V-arrangement and distributes.
As an optimal technical scheme of the utility model, the crossbeam both ends are provided with a set of third coupling assembling respectively, third coupling assembling includes two sets of third connecting plates, third connecting plate one end is connected with the crossbeam diapire, and the other end is connected with the deckle board top.
As an optimal technical scheme of the utility model, the second connecting plate is angle steel or channel-section steel, the third connecting plate is angle steel or channel-section steel.
As an optimized technical scheme of the utility model, the crossbeam is square steel pipe.
Compared with the prior art, the beneficial effects of the utility model are that: the utility model relates to a beam slab reinforcing bar integral type hoist and mount truss, through a plurality of groups fixed plate that set up in the frame, keep stable during making the frame atress, the crossbeam passes through the riser to be connected with the fixed plate, and be provided with a set of first coupling assembling in every group riser front end both sides, and the second coupling assembling that sets up at the crossbeam both ends, lateral wall to the crossbeam through first connecting plate and second connecting plate, diapire and deckle board inner wall, the roof carries out the rigid coupling, the joint strength of crossbeam and deckle board has been improved, when hoist this truss, hoist and mount stability is good, be difficult for taking place to warp.
Drawings
FIG. 1 is a schematic oblique side view of the overall structure of the present invention;
FIG. 2 is a top view of the overall structure of the present invention;
FIG. 3 is a side view of the overall structure of the present invention;
in the figure: 10. a frame; 11. a fixing plate; 12. a vertical plate; 20. a cross beam; 30. a first connection assembly; 31. a first connecting plate; 40. a second connection assembly; 41. a second connecting plate; 50. a third connection assembly; 51. and a third connecting 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 in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
In the description of the present invention, it should be noted that the terms "vertical", "upper", "lower", "horizontal", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed in a specific orientation, and be operated, and thus should not be construed as limiting the present invention.
In the description of the present invention, it should also be noted that, unless otherwise explicitly specified or limited, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
Referring to fig. 1-3, the present invention provides a technical solution: a beam-slab-steel integrated hoisting truss comprises a framework 10, wherein a plurality of groups of fixing plates 11 are arranged in the framework 10 at equal intervals, a vertical plate 12 is arranged in the middle of the upper end of each group of fixing plates 11, and a cross beam 20 is fixedly connected to the upper ends of the vertical plates 12; the crossbeam 20 is provided with a group of first connecting assemblies 30 on two sides of the front end of each group of vertical plates 12 respectively, each first connecting assembly 30 comprises two groups of first connecting plates 31, one end of each first connecting plate 31 is connected with the outer side wall of the crossbeam 20, and the other end of each first connecting plate 31 is connected with the inner wall of the frame 10; the crossbeam 20 is provided with a set of second coupling assembling 40 respectively in the both sides of every group riser 12, and the second coupling assembling includes second connecting plate 41, and second connecting plate 41 one end is connected with crossbeam 20 diapire, and the other end is connected with the deckle board roof.
It is specific, through a plurality of groups fixed plate 11 that set up in frame 10, make frame 10 remain stable during the atress, crossbeam 20 passes through riser 12 and is connected with fixed plate 11, and be provided with a set of first connecting elements 30 in every group riser 12 front end both sides, and the second coupling assembling 40 that sets up at crossbeam 20 both ends, through first connecting plate 31 and second connecting plate 41 to crossbeam 20's lateral wall, diapire and deckle board inner wall, the roof carries out the rigid coupling, the joint strength of crossbeam 20 with the deckle board has been improved, when hoist this truss, hoist and mount stability is good, difficult emergence is out of shape.
Two sets of first connecting plate 31 incline respectively and are connected with crossbeam 20 and frame 10, and two sets of first connecting plate 31 are the V-arrangement and distribute for two sets of first connecting plate 31 and crossbeam 20 and the frame 10 of first connecting assembly 30 subassembly are connected, and just two sets of first connecting plate 31 slopes to be the V-arrangement and distribute, have further improved the joint strength of crossbeam 20 and frame 10.
The crossbeam 20 both ends are provided with a set of third coupling assembling 50 respectively, and third coupling assembling 50 includes two sets of third connecting plates 51, and third connecting plate 51 one end is connected with the 20 diapalls of crossbeam, and the other end is connected with the deckle board top, and second connecting plate 41 is angle steel or channel-section steel, and third connecting plate 51 is angle steel or channel-section steel, and two sets of third connecting plates 51 play the supporting role to the both ends of crossbeam 20.
The beam 20 is a square steel tube.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (4)
1. The beam-slab-steel integrated hoisting truss is characterized by comprising a framework, wherein a plurality of groups of fixed plates are arranged in the framework at equal intervals, a vertical plate is arranged in the middle of the upper end of each group of fixed plates, and a cross beam is fixedly connected to the upper ends of the vertical plates;
the cross beam is provided with a group of first connecting assemblies on two sides of the front end of each group of vertical plates respectively, each first connecting assembly comprises two groups of first connecting plates, one end of each first connecting plate is connected with the outer side wall of the cross beam, the other end of each first connecting plate is connected with the inner wall of the frame, the two groups of first connecting plates are obliquely connected with the cross beam and the frame respectively, and the two groups of first connecting plates are distributed in a V shape;
the crossbeam is provided with a set of second coupling assembling respectively in the both sides of every group riser, second coupling assembling includes the second connecting plate, second connecting plate one end is connected with the crossbeam diapire, and the other end is connected with the deckle board roof.
2. The beam-slab-steel integrated hoisting truss according to claim 1, wherein a set of third connecting components is respectively arranged at two ends of the cross beam, the third connecting components comprise two sets of third connecting plates, one end of each third connecting plate is connected with the bottom wall of the cross beam, and the other end of each third connecting plate is connected with the top of the frame plate.
3. The beam-slab-steel integrated hoisting truss according to claim 2, wherein the second connecting plate is an angle steel or a channel steel, and the third connecting plate is an angle steel or a channel steel.
4. The beam-slab-steel integrated hoisting truss according to claim 1, wherein the cross beam is a square steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220833836.XU CN217172920U (en) | 2022-04-12 | 2022-04-12 | Beam slab and steel bar integrated hoisting truss |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220833836.XU CN217172920U (en) | 2022-04-12 | 2022-04-12 | Beam slab and steel bar integrated hoisting truss |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217172920U true CN217172920U (en) | 2022-08-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220833836.XU Active CN217172920U (en) | 2022-04-12 | 2022-04-12 | Beam slab and steel bar integrated hoisting truss |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217172920U (en) |
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2022
- 2022-04-12 CN CN202220833836.XU patent/CN217172920U/en active Active
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