CN216587872U

CN216587872U - Supporting device

Info

Publication number: CN216587872U
Application number: CN202123212745.9U
Authority: CN
Inventors: 普彬; 王辛; 苏和
Original assignee: China Second Metallurgy Group Co Ltd
Current assignee: China Second Metallurgy Group Co Ltd
Priority date: 2021-12-20
Filing date: 2021-12-20
Publication date: 2022-05-24
Anticipated expiration: 2031-12-20

Abstract

The utility model relates to a supporting device, which comprises a supporting component and a scaffold; the supporting component is arranged at the top end of the concrete longitudinal wall, and a scaffold is arranged on one side of the supporting component, which is far away from the concrete longitudinal wall; one side of the scaffold departing from the support assembly is used for supporting a beam plate template; by arranging the supporting component, compared with the traditional C-shaped stock yard discharging platform formwork supporting body, the construction safety is improved; meanwhile, the construction space and the construction cost are saved, the construction efficiency is improved, and the construction period is shortened.

Description

Supporting device

Technical Field

The utility model relates to the technical field of supporting devices, in particular to a supporting device.

Background

At present, a C-type stock ground is widely applied to the metallurgical industry in recent years due to the advantages of large material storage capacity, land occupation saving, flexible and reliable operation, good environmental protection effect and the like.

The C-shaped stock yard unloading platform is of a reinforced concrete T-shaped overhanging structure, is the core of C-shaped stock yard construction, and belongs to a high and large formwork supporting system. The C-shaped stock yard unloading platform formwork support generally adopts a common fastener type steel pipe scaffold and a socket plate fastener type scaffold.

However, the unloading platform is high, and the ordinary fastener type steel pipe scaffold is adopted as a template support body of the unloading platform of the C-shaped stock yard, so that the construction safety requirement is not met, and the personal safety of constructors is damaged; when the socket plate buckle type scaffold is used as a C-shaped stock yard discharging platform formwork support body, the construction cost is increased, the construction efficiency is reduced, and the construction period is prolonged.

SUMMERY OF THE UTILITY MODEL

Aiming at the defects in the prior art, the utility model aims to provide a supporting device, which has the advantages that the problem that the personal safety of constructors is damaged can be solved; meanwhile, the construction efficiency is improved, the construction cost is saved, and the construction period is shortened.

The above object of the present invention is achieved by the following technical solutions: a supporting device comprises a supporting component and a scaffold; the supporting assembly is arranged at the top end of the concrete longitudinal wall, and the scaffold is arranged on one side of the supporting assembly, which is far away from the concrete longitudinal wall; one side of the scaffold departing from the supporting component is used for supporting a beam slab template.

Preferably, the supporting device provided by the utility model comprises a supporting frame and a connecting unit, wherein the supporting frame is arranged at the top end of the concrete longitudinal wall, and the connecting unit is arranged on one side of the supporting frame, which is away from the concrete longitudinal wall.

Preferably, in the supporting device provided by the present invention, the connecting unit includes a plurality of fixing rods, the plurality of fixing rods all extend along a first direction of the supporting frame, the plurality of fixing rods are all disposed on a side of the supporting frame away from the concrete vertical wall, and the plurality of fixing rods are disposed at intervals along a second direction of the supporting frame.

Preferably, in the supporting device provided by the utility model, the support frame adopts a bailey frame.

Preferably, in the supporting device provided by the utility model, the fixing rod is made of I-shaped steel.

Preferably, the support device provided by the utility model adopts a fastener type steel pipe scaffold.

Preferably, in the supporting device provided by the utility model, the supporting component further comprises a protection plate, the protection plate is laid on one side of the supporting frame, which is far away from the concrete longitudinal wall, and one end of the connecting unit penetrates through the protection plate and is connected with the supporting frame.

Preferably, according to the support device provided by the utility model, the protection plate is a protection plate made of wood plywood.

Preferably, in the supporting device provided by the present invention, the scaffold includes a plurality of horizontal units and a plurality of vertical units, the plurality of horizontal units are arranged at intervals along the third direction of the supporting frame, the plurality of vertical units are arranged at intervals along the first direction, and the bottom end of each vertical unit sequentially passes through the plurality of horizontal units and is connected with the connecting unit.

Preferably, in the supporting device provided by the present invention, the vertical unit includes a plurality of first fixing units and a plurality of second fixing units, the first fixing units and the second fixing units are alternately arranged, top ends of the first fixing units and the second fixing units are respectively provided with an adjusting assembly, and a top end of the adjusting assembly is used for connecting with the beam slab formwork.

In conclusion, the beneficial technical effects of the utility model are as follows: the support device comprises a support assembly and a scaffold; the supporting component is arranged at the top end of the concrete longitudinal wall, and a scaffold is arranged on one side of the supporting component, which is far away from the concrete longitudinal wall; one side of the scaffold, which is far away from the support component, is used for supporting a beam slab template; by arranging the supporting component, compared with the traditional C-shaped stock yard discharging platform formwork supporting body, the construction safety is improved; meanwhile, the construction space and the construction cost are saved, the construction efficiency is improved, and the construction period is shortened.

Drawings

Fig. 1 is a schematic overall structure diagram of a supporting device according to an embodiment of the present invention.

Fig. 2 is a schematic view of an overall structure of the supporting device according to the embodiment of the present invention.

Fig. 3 is a schematic structural diagram of a support frame in the support device according to the embodiment of the present invention.

Fig. 4 is a schematic view of a connection structure between a support frame and a connection unit in the support device according to the embodiment of the present invention.

Fig. 5 is a schematic structural diagram of a support assembly in the support device according to the embodiment of the present invention.

Fig. 6 is an enlarged view at a in fig. 1.

Fig. 7 is an enlarged view at B in fig. 1.

In the figure, 1, a support device; 10. a support assembly; 101. a support frame; 102. fixing the rod; 103. a protection plate; 104. paving an area; 20. a scaffold; 21. a horizontal unit; 22. a vertical unit; 221. a first fixing unit; 2211. a first upright rod; 222. a second fixing unit; 2221. a second upright stanchion; 23. an adjustment assembly; 231. a main keel; 232. a secondary keel; 233. jacking; 30. a second direction; 40. a third direction; 2. a beam slab formwork; 201. a first connection portion; 202. a second connecting portion; 3. concrete longitudinal walls; 4. u-shaped bolt.

Detailed Description

The present invention will be described in further detail with reference to the accompanying drawings.

Referring to fig. 1 and 2, a supporting device 1 disclosed in the present invention includes a supporting assembly 10 and a scaffold 20; the supporting component 10 is arranged at the top end of the concrete longitudinal wall 3, and a scaffold 20 is arranged on one side of the supporting component 10, which is far away from the concrete longitudinal wall 3; the side of the scaffold 20, which is far away from the support assembly 10, is used for supporting the beam slab formwork 2; by arranging the supporting component 10, the scaffold 20 is connected with the concrete longitudinal wall 3 through the supporting component 10, and compared with the traditional C-shaped stock yard unloading platform formwork supporting body, the construction safety is improved; meanwhile, the construction space and the construction cost are saved, the construction efficiency is improved, and the construction period is shortened.

For example, the support member 10 and the concrete longitudinal wall 3 may be connected by bolts, and of course, the support member 10 and the concrete longitudinal wall 3 may also be connected by embedded parts.

The use process of the supporting device 1 provided by the embodiment is as follows: the supporting component 10 is installed at the top end of the concrete longitudinal wall 3, then the scaffold 20 is arranged on one side of the supporting component 10, which is far away from the concrete longitudinal wall 3, of the tower, and after the scaffold 20 is erected, the beam slab formwork 2 is erected at the top end of the scaffold 20.

With continued reference to fig. 3 to 5, in the present embodiment, the supporting assembly 10 includes a supporting frame 101 and a connecting unit, the supporting frame 101 is disposed at the top end of the concrete vertical wall 3, and the connecting unit is disposed on a side of the supporting frame 101 away from the concrete vertical wall 3; by providing the connection unit, the support frame 101 is connected with the scaffold 20 through the connection unit, thereby facilitating the installation of the scaffold 20.

Illustratively, the support frame 101 may have a rectangular parallelepiped shape, but the support frame 101 may also have a square or cylindrical shape.

For convenience of explanation, the support frame 101 will be described as a rectangular parallelepiped.

Further, in this embodiment, the support frame 101 is a bailey frame; the bailey truss has the advantages of simple structure, convenience in transportation, quickness in erection, large carrying capacity, good interchangeability, adaptability and the like, and therefore the installation efficiency of the supporting device 1 is improved.

The structure of the bailey truss is well known to those skilled in the art, and the structure of the bailey truss is not described herein in detail.

Of course, the support frame 101 may be a rectangular parallelepiped frame formed by splicing a plurality of steel pipes.

Further, in the present embodiment, the connection unit includes a plurality of fixing rods 102, the plurality of fixing rods 102 all extend along the first direction of the support frame 101, the plurality of fixing rods 102 are all disposed on a side of the support frame 101 away from the concrete vertical wall 3, and the plurality of fixing rods 102 are disposed at intervals along the second direction 30 of the support frame 101; by providing a plurality of fixing bars 102, the strength of the connection of the coupling unit to the scaffold 20 is improved.

It should be noted that the first direction of the supporting frame 101 is a width direction of the supporting frame 101, the second direction 30 of the supporting frame 101 is a length direction of the supporting frame 101, the third direction 40 of the supporting frame 101 is a height direction of the supporting frame 101, and the first direction, the second direction 30, and the third direction 40 of the supporting frame 101 are perpendicular to each other in pairs.

Illustratively, the fixing rod 102 may be connected to the supporting frame 101 by a U-shaped bolt, and of course, the fixing rod 102 may also be connected to the supporting frame 101 by welding. With reference to fig. 7, in an implementation manner that the fixing rod 102 is connected to the supporting frame 101 by a U-shaped bolt, the U-shaped bolt is sleeved on the fixing rod 102, an opening end of the U-shaped bolt is inserted into the supporting frame 101, and the pin extends along the second direction 30 and penetrates through the U-shaped screw rod 4, so as to fixedly connect the fixing rod 102 and the supporting frame 101.

Illustratively, the fixing rod 102 may be an i-steel. Of course, the fixing rod 102 may be made of square steel. With continued reference to fig. 7, in implementations where the securing rod 102 is an i-beam, the top surface of the securing rod 102 is connected to the bottom ends of the uprights in the scaffold 20 to secure the scaffold 20.

Illustratively, the fixing rod 102 may be connected to the vertical rod by welding, and of course, the fixing rod 102 may also be connected to the vertical rod by bolting.

Further, in this embodiment, the support assembly 10 further includes a protection plate 103, the protection plate 103 is laid on a side of the support frame 101 away from the concrete vertical wall 3, and one end of the connection unit passes through the protection plate 103 and is connected with the support frame 101; through setting up protection plate 103, from this, avoid external object to damage support frame 101, improved support frame 101's life.

Specifically, the shielding plate 103 is parallel to the horizontal plane. The protection plate 103 comprises a plurality of connecting parts, the connecting parts are plate-shaped, and the connecting parts are parallel to the horizontal plane; in use, the plurality of connecting portions are all laid on the top surface of the support frame 101.

The top surface of the support frame 101 is divided into (n-1) laying areas 104(n is a natural number greater than zero) by the n fixing rods 102, the connecting parts correspond to the laying areas 104 one to one, namely the number of the connecting parts is basically consistent with that of the laying areas 104, and in the using process, each connecting part is laid in the corresponding laying area 104, so that the support frame 101 is prevented from being damaged by external objects, meanwhile, the objects are prevented from passing through the support frame 101 to fall and injure workers in the subsequent construction process, and the construction safety is improved.

Further, in the present embodiment, the protection plate 103 is a protection plate 103 made of wood plywood; therefore, the quality of the protection plate 103 is reduced, and the maintenance of the protection plate 103 is facilitated.

Of course, the protection plate 103 may be made of a steel plate.

Further, in the present embodiment, the scaffold 20 employs the clip type steel pipe scaffold 20, thereby saving installation space and construction cost.

Of course, the scaffold can also adopt a disk fastener type scaffold.

With continued reference to fig. 6, in the present embodiment, the top end of the scaffold 20 is adapted to the beam slab formwork 2, the scaffold 20 includes a plurality of horizontal units 21 and a plurality of vertical units 22, the plurality of horizontal units 21 are arranged at intervals of 40 along the third direction 40, the plurality of vertical units 22 are arranged at intervals along the first direction, and the bottom end of each vertical unit 22 sequentially passes through the plurality of horizontal units 21 to be connected with the connecting unit. Specifically, the vertical unit 22 is detachably connected to the horizontal unit 21.

Specifically, the horizontal unit 21 and the vertical unit 22 are both flat, the horizontal unit 21 is parallel to the horizontal plane, and the vertical unit 22 is perpendicular to the horizontal plane.

In this embodiment, the vertical unit 22 includes a plurality of first fixing units 221 and a plurality of second fixing units 222, the first fixing units 221 and the second fixing units 222 are alternately arranged, and the top ends of the first fixing units 221 are higher than the top ends of the second fixing units 222.

The first fixing unit 221 and the second fixing unit 222 extend along the third direction 40.

Specifically, the first fixing unit 221 includes a plurality of first legs 2211, the plurality of first legs 2211 are disposed at intervals along the second direction 30, the second fixing unit 222 includes a plurality of second legs 2221, and the plurality of second legs 2221 are disposed at intervals along the second direction 30.

Specifically, the beam slab formwork 2 includes a plurality of first connection portions 201 and a plurality of second connection portions 202, the first connection portions 201 and the second connection portions 202 are alternately arranged, and the second connection portions 202 are higher than the first connection portions 201. The first connecting portions 201 are disposed in one-to-one correspondence with the first fixing units 221, the second connecting portions 202 are disposed in one-to-one correspondence with the second fixing units 222, bottom surfaces of the first connecting portions 201 are disposed on top ends of the first fixing units 221, and bottom surfaces of the second connecting portions 202 are disposed on top ends of the second fixing units 222.

The number of the first vertical rods 2211 in the first fixing unit 221 is determined by the extension length of the corresponding first connecting portion 201 in the second direction 30, and the number of the second vertical rods 2221 in the second fixing unit 222 is determined by the preset length of the corresponding second connecting portion 202 in the second direction 30.

Further, in this embodiment, the top ends of the first fixing unit 221 and the second fixing unit 222 are both provided with the adjusting assembly 23, and the top end of the adjusting assembly 23 is used for connecting with the beam slab formwork 2; through setting up adjusting part 23, from this, the scaffold of being convenient for suits with beam slab template 2, has improved the application scope of scaffold.

The adjusting assembly 23 comprises a first adjusting assembly 23 and a second adjusting assembly 23, the first adjusting assembly 23 is arranged corresponding to the first fixing unit 221 one by one, the second adjusting assembly 23 is arranged corresponding to the second fixing unit 222 one by one, the first adjusting assembly 23 is arranged on the top end of the first fixing unit 221, the second adjusting assembly 23 is arranged on the top end of the second fixing unit 222, the first mounting unit is matched with the first connecting portion 201, and the second mounting unit is matched with the second connecting portion 202.

Specifically, first adjusting part 23 includes main joist 231, secondary joist 232 and bracket assembly, and bracket assembly sets up in the top of first fixed unit 221, and the bracket unit deviates from the one end of first fixed unit 221 and is connected with main joist 231, and one side that main joist 231 deviates from the bracket unit is connected with secondary joist 232, and one side that secondary joist 232 deviates from main joist 231 is connected with beam slab template 2.

Wherein, main joist 231 extends along second direction 30, and secondary joist 232 extends along third direction 40, and is exemplary, and main joist 231 and secondary joist 232 all can adopt wooden tree material, and of course, main joist 231 and secondary joist 232 also all can adopt steel square pipe or aluminium square pipe.

The bracket assembly comprises a plurality of top supports 233, the top supports 233 are arranged at the top ends of the first upright bars 2211, and the brackets are arranged corresponding to the first upright bars 2211 one to one; it should be noted that the brackets are adjustable brackets, and the brackets are adjusted according to the structure of the beam-slab formwork 2 during use.

Specifically, the top support 233 comprises a screw and a horizontal plate, one end of the screw is connected with the bottom surface of the horizontal plate, the central axis of the screw is perpendicular to the horizontal plate, the two opposite sides of the horizontal plate are provided with baffles, and the baffles extend upwards along the central axis of the screw.

It should be noted that the structure of the second mounting unit is substantially the same as that of the first mounting unit, and details of the structure of the second mounting unit are omitted here.

Specifically, the horizontal unit 21 includes a first horizontal layer and a second horizontal layer, the second horizontal layer is laid on the first horizontal layer, the first horizontal layer includes a plurality of first horizontal rods along the first direction, and the plurality of first horizontal rods are arranged at intervals along the second direction 30; the second horizontal layer comprises a plurality of second horizontal rods extending along the second direction 30, the plurality of second horizontal rods being arranged at intervals along the first direction; wherein, the first horizontal rod and the second horizontal rod are both connected with the first upright 2211 or the second upright 2221.

With continued reference to fig. 3 to 6, the construction process using the support device 1 provided by the present application is: install support frame 101 in the top of concrete longitudinal wall 3, install the linkage unit in the one side that support frame 101 deviates from concrete longitudinal wall 3, then, lay every connecting portion respectively in corresponding laying area 104, the guard plate 103 is laid and is accomplished the back, and scaffold 20 is set up to the one side that the linkage unit deviates from support frame 101, and after scaffold 20 set up and is accomplished, prop up beam slab template 2 on scaffold 20's top.

The support device 1 provided by the application comprises a support assembly 10 and a scaffold 20; the supporting component 10 is arranged at the top end of the concrete longitudinal wall 3, and a scaffold 20 is arranged on one side of the supporting component 10, which is far away from the concrete longitudinal wall 3; the side of the scaffold 20, which is far away from the support assembly 10, is used for supporting the beam slab formwork 2; by arranging the supporting component 10, compared with the traditional C-shaped stock yard discharging platform formwork supporting body, the construction safety is improved; meanwhile, the construction space and the construction cost are saved, the construction efficiency is improved, and the construction period is shortened.

The supporting device 1 provided by the utility model has the following advantages: the device has the advantages of simple structure, easy manufacture, cost saving and construction space saving.

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 phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.

Finally, it should be noted that: it should be understood that the above examples are only for clearly illustrating the present invention and are not intended to limit the embodiments. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. And are neither required nor exhaustive of all embodiments. And obvious variations or modifications of the utility model may be made without departing from the scope of the utility model.

Claims

1. A support device, characterized by: comprises a support component and a scaffold;

the supporting assembly is arranged at the top end of the concrete longitudinal wall, and the scaffold is arranged on one side of the supporting assembly, which is far away from the concrete longitudinal wall;

one side of the scaffold departing from the supporting component is used for supporting a beam slab template.

2. The support device of claim 1, wherein: the supporting component comprises a supporting frame and a connecting unit, the supporting frame is arranged at the top end of the concrete longitudinal wall, and one side, deviating from the concrete longitudinal wall, of the supporting frame is provided with the connecting unit.

3. The support device of claim 2, wherein: the connecting unit comprises a plurality of fixing rods, the fixing rods extend along the first direction of the supporting frame, the fixing rods are arranged on one side, deviating from the concrete longitudinal wall, of the supporting frame, and the fixing rods are arranged at intervals along the second direction of the supporting frame.

4. A support arrangement according to any one of claims 2 to 3, wherein: the support frame adopts a bailey frame.

5. The support device of claim 3, wherein: the fixing rod is made of I-shaped steel.

6. The support device of claim 3, wherein: the scaffold is a fastener type steel pipe scaffold.

7. The support device of claim 2, wherein: the supporting component further comprises a protection plate, the protection plate is laid on one side, away from the supporting frame, of the concrete longitudinal wall, and one end of the connecting unit penetrates through the protection plate and is connected with the supporting frame.

8. The support device of claim 7, wherein: the protection plate is made of wood plywood.

9. The support device of claim 3, wherein: the scaffold comprises a plurality of horizontal units and a plurality of vertical units, the horizontal units are arranged along the third direction of the support frame at intervals, the vertical units are arranged along the first direction at intervals, and the bottom end of each vertical unit sequentially penetrates through the horizontal units and the connecting units.

10. The support device of claim 9, wherein: the vertical unit comprises a plurality of first fixing units and a plurality of second fixing units, the first fixing units and the second fixing units are alternately arranged, adjusting assemblies are arranged at the top ends of the first fixing units and the second fixing units, and the top ends of the adjusting assemblies are used for being connected with the beam plate template.