CN218346567U - Large-section beam steel bar support system - Google Patents

Abstract

The utility model belongs to the technical field of the construction, concretely relates to big cross-section roof beam steel bar support system, include: a support pole system, comprising: the base comprises a connecting pipe and a supporting plate, and the connecting pipe is vertically arranged in the center of the upper end face of the supporting plate; the supporting device comprises a supporting rod, a top support is connected to one end of the supporting rod, the opening end of the top support is upward, one end, away from the top support, of the supporting rod is inserted into a connecting pipe of a base and connected together through a connecting disc, threads are arranged on the outer side of the supporting rod, a threaded through hole for the supporting rod to penetrate through is formed in the connecting disc, and a fixing hole for supporting the connecting pipe is formed in one end of the connecting disc; further comprising: and the end parts of the two ends of the supporting beam are clamped in the jacking. Support system convenient operation, ability effective control structure load dead weight can have enough to meet the need in a flexible way after roof beam reinforcing bar system ligature moreover, has avoided a large amount of wastes of resource, has reduced construction cost.

Description

Large-section beam steel bar support system

Technical Field

The utility model belongs to the technical field of the construction, concretely relates to big cross-section roof beam steel bar support system.

Background

The continuous development of the economic society puts higher demands on the use functions of buildings, the buildings show the trend of developing towards the large quantity direction, and various buildings such as large-scale stations, shopping malls, exhibition halls, sports halls and the like are endlessly developed. Large-volume buildings tend to require large cross-sectional dimension structural support, and therefore large-span large-section beams are increasingly used. Because the large-span large-section beam bears a large load and has high stress requirement, the number of reinforcing bars is increased, the diameter, the number of layers and the like of the reinforcing bars in the beam are also increased, the reinforcing bars are dense, and the problem of high difficulty in binding the reinforcing bars is solved. Adopt steel bar support as the auxiliary device of reinforcement in-process usually, but the permanent formula support of major diameter steel bar welding is adopted by major diameter steel bar welded to major-section roof beam steel bar support in the industry at present more, and not only the dead weight is great, and the operation difficulty has increased the structure load dead weight, can't demolish the support after the beam-steel bar system is tied up moreover, has caused the waste of a large amount of resources and the increase of engineering cost.

SUMMERY OF THE UTILITY MODEL

In order to solve a series of problems such as operation difficulty, structure load dead weight increase, material waste that permanent formula support that present large cross-section roof beam steel bar support used major diameter steel bar welding to form brought, the utility model provides a large cross-section roof beam steel bar support system, include:

a support pole system, comprising:

the base comprises a connecting pipe and a supporting plate, and the connecting pipe is vertically arranged in the center of the upper end face of the supporting plate;

the supporting device comprises a supporting rod, a supporting rod and a base, wherein one end of the supporting rod is connected with a top support, the opening end of the top support is upward, one end of the supporting rod, which is far away from the top support, is inserted into a connecting pipe of the base and is connected together through a connecting disc, the outer side of the supporting rod is provided with threads, a threaded through hole for the supporting rod to pass through is formed in the connecting disc, and a fixing hole for bearing the connecting pipe is formed in one end of the connecting disc;

further comprising:

and the end parts of the two ends of the supporting beam are clamped in the jacking device.

Further, the connection pipe and the support plate are welded together.

Further, the connecting pipe is a steel pipe with the thickness of 3mm, and the supporting plate is a steel plate with the thickness of 5 mm.

Further, the jacking is in a U-shaped structure.

Furthermore, an inclined support is arranged between the bottom of the jacking and the bearing rod.

Furthermore, the supporting cross beam is made of section steel.

The utility model has the advantages that:

the support system that the stake system be that regularization can be dismantled, under the condition that does not increase the dead weight of structure load, make things convenient for large cross-section roof beam steel bar support's operation, can carry out reuse to it. The support system comprises a support vertical rod system and a support cross beam, wherein the support cross beam is arranged at the top of the support vertical rod system, the height of the support vertical rod system can be adjusted, and the support cross beam is used for erecting reinforcing steel bars and placing the reinforcing steel bars on the support cross beam. Support pole setting system includes base and bearing rod, and the bearing rod is pegged graft in the base, and both connect through the connection pad, and is specific, and the bearing rod runs through the connection pad and pegs graft to in the base to carry out threaded connection with the connection pad, the connection pad setting is at the top of base, through rotating the connection pad, can realize the lift of bearing rod, and then adjust the height that supports the crossbeam, conveniently adjust the operating height of the vertical reinforcing bar of roof beam, make things convenient for the mounting system to disassemble, the turnover, reuse reaches the purpose of cost reduction and efficiency improvement.

Support system convenient operation, ability effective control structure load dead weight can have enough to meet the need in a flexible way after the binding of roof beam steel bar system is ended moreover, has avoided a large amount of wastes of resource, has reduced construction cost.

Drawings

FIG. 1 is a schematic structural diagram of the stent system described in example 1;

FIG. 2 is a schematic structural view of a support pole system in the support system described in example 1;

FIG. 3 is a front view of a support bar of the stent system described in example 1;

FIG. 4 is a side view of a support bar of the stent system described in example 1;

FIG. 5 is a schematic structural diagram of a connecting disc in the bracket system described in example 1;

FIG. 6 is a top view of a connecting disc in the stent system described in example 1;

FIG. 7 is a bottom view of the interface disc in the stent system described in example 1;

FIG. 8 is a schematic diagram of the structure of the base in the stent system described in example 1.

Reference numerals: 1. supporting the vertical rod system; 10. a base; 101. a connecting pipe; 102. a support plate; 11. a support rod; 110. jacking; 12. a connecting disc; 2. a support beam; 3. and (5) obliquely supporting.

Detailed Description

The technical solution of the present invention will be described clearly and completely with reference to the accompanying drawings, and obviously, the described embodiments are some, but not all embodiments of the present invention. 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 "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", 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 and operated in a specific orientation, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.

In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; 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 in specific cases to those skilled in the art.

Furthermore, the technical features mentioned in the different embodiments of the invention described below can be combined with each other as long as they do not conflict with each other.

Example 1

As shown in fig. 1 to 8, the present embodiment provides a large-section beam steel bar support system, which includes:

a supporting pole system 1 comprising:

the base 10 comprises a connecting pipe 101 and a supporting plate 102, wherein the connecting pipe 101 is vertically arranged at the central position of the upper end surface of the supporting plate 102;

the supporting device comprises a supporting rod 11, wherein one end of the supporting rod 11 is connected with a top support 110, the opening end of the top support 110 is upward, one end of the supporting rod 11, which is far away from the top support 110, is inserted into a connecting pipe 101 of a base 10 and is connected together through a connecting disc 12, threads are arranged on the outer side of the supporting rod 11, a threaded through hole for the supporting rod 11 to pass through is formed in the connecting disc 12, and a fixing hole for receiving the connecting pipe 101 is formed in one end of the connecting disc 12;

further comprising:

and the end parts of the two ends of the supporting beam 2 are clamped in the jacking supports 110.

The support system comprises a support vertical rod system 1 and a support cross beam 2, wherein the height of the support vertical rod system 1 is adjustable, the support vertical rod system comprises a base 10 and a bearing rod 11, the base 10 is connected with the support cross beam through a connecting disc 12, the connecting disc 12 is arranged at the top of one end, away from the supporting plate 102, of the connecting disc 101 of the base 10, the bearing rod 11 penetrates through the connecting disc 12 and is inserted into the connecting disc 101 of the base 10, the bearing rod 11 is connected with the connecting disc 12 through threads, and when the connecting disc 12 is rotated, the bearing rod 11 can be adjusted to lift up and down, so that the height of the support vertical rod system 1 is adjusted; the support plate 102 of the base 10 increases the ground contact area for supporting the upright rod system 1, and ensures the stability of the support system. And one end of the bearing rod 11 departing from the connecting disc 12 is provided with a jacking 110 for placing and bearing the supporting beam 2, and the supporting beam 2 is used for erecting steel bars. The weight of the beam steel bar is transferred to the supporting upright rod system 1 by the supporting cross beam 2 and transferred to the lower bearing structure by the supporting upright rod system 1.

This embodiment the support system convenient operation, can the effective control structure load dead weight, can take out supporting beam 2 after 2 not hard up supporting beam through the height of adjusting the support, treat moreover at the roof beam reinforcing bar system and bind to the end to withdraw from whole support system, convenient nimble turnover has avoided a large amount of wastes of resource, has reduced construction cost.

In this embodiment, the connecting pipe 101 and the supporting plate 102 of the base 10 are welded together, so that the process is simple and the connection is stable.

In this embodiment, the connecting pipe 101 is a steel pipe with a thickness of 3mm, the supporting plate 102 is a steel plate with a thickness of 5mm, and the height of the connecting pipe 101 is 240mm.

In this embodiment, the top support 110 is a U-shaped structure, which facilitates the lifting of the supporting beam 2.

In this embodiment, it is provided with bearing diagonal 3 between 110 bottom and the bearing rod 11 to push up to ask, bearing diagonal 3 is provided with the round along 11 circumference of bearing rod, guarantees to push up the stability of asking 110 at the 11 tops of bearing rod, and then guarantees the stability of roof beam reinforcing bar on supporting beam 2 in the work progress.

In this embodiment, the supporting beam 2 is made of section steel, such as channel steel, square steel pipe, i-steel, and the like, and the specific type is determined by calculating the weight of the bearing steel bar.

The full hall frame installation of beam slab template is laid and is accomplished the back and before the case roof beam reinforcement, with this support pole setting system 1 install in the full hall support frame system upper portion that has set up, support pole setting system 1 and aim at the support body and support the pole setting position, keep unanimous with full hall support body pole setting position, support pole setting system 1 horizontal interval and be greater than the roof beam width and just not more than 1m, support pole setting system 1 vertical interval and confirm according to calculating, ensure that supporting beam 2 warp in reasonable within range. After the installation of the supporting vertical rod system 1 is finished, the supporting cross beam 2 is placed in the top support 110 of the supporting vertical rod system 1, the supporting cross beam 2 is placed in the middle to support the vertical rod system 1 to be placed, so that the deformation of eccentric stress is avoided, the construction of box girder steel bars is started after the supporting cross beam 2 is installed, the installation of the box girder steel bars is finished, a beam bottom cushion block is placed in place, and after a box girder side form is reinforced, the connecting disc 12 is knocked by an iron hammer, the connecting disc 12 is rotated, the bearing rod 11 is made to continuously face downwards, the supporting cross beam 2 is taken out until the supporting cross beam 2 is loosened, the whole steel bar supporting system is withdrawn, and the purpose of turnover use is achieved.

In this mounting system, the concrete model of shaped steel that supporting beam 2 adopted and support pole setting system 1 all need calculate according to case roof beam reinforcing bar weight vertically and horizontally, confirms reasonable interval and avoids shaped steel to warp unable the use, also ensures construction safety simultaneously.

It should be understood that the above examples are only for clarity of illustration 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 can be made without departing from the scope of the invention.

Claims (6)

1. The utility model provides a large cross-section roof beam steel bar support system which characterized in that includes:

a supporting pole system (1) comprising:

the base (10) comprises a connecting pipe (101) and a supporting plate (102), wherein the connecting pipe (101) is vertically arranged at the central position of the upper end surface of the supporting plate (102);

the supporting device comprises a supporting rod (11), wherein one end of the supporting rod (11) is connected with a top support (110), the opening end of the top support (110) faces upwards, one end, away from the top support (110), of the supporting rod (11) is inserted into a connecting pipe (101) of a base (10) and connected together through a connecting disc (12), threads are arranged on the outer side of the supporting rod (11), a threaded through hole for the supporting rod (11) to pass through is formed in the connecting disc (12), and a fixing hole for the connecting pipe (101) to be connected is formed in one end of the connecting disc (12);

further comprising:

and the end parts of the two ends of the supporting beam (2) are clamped in the jacking supports (110).

2. A large section beam rebar bracket system according to claim 1, wherein the connecting pipes (101) and the support plates (102) are welded together.

3. The large section beam steel bar support system according to claim 2, wherein the connecting pipe (101) is a 3mm thick steel pipe and the support plate (102) is a 5mm thick steel plate.

4. The large section beam rebar bracket system of claim 1, wherein the jacking (110) is in a U-shaped configuration.

5. The large-section beam steel bar support system according to claim 1, wherein an inclined support (3) is arranged between the bottom of the jacking (110) and the supporting rod (11).

6. The large-section beam steel bar support system according to claim 1, wherein the supporting cross beam (2) is made of section steel.

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