CN202850041U - Reinforcing steel support for colligation of large-scale raft plate and ribbed beam base reinforcing steel - Google Patents

Abstract

Disclosed is a reinforcing steel support for colligation of a large-scale raft plate and ribbed beam base reinforcing steel. The reinforcing steel support can effectively reduce construction difficulty and cost. The reinforcing steel support comprises framework reinforcing steel (10) and hook reinforcing steel (20). The hook reinforcing steel (20) is arranged along the length direction of the reinforcing steel (10) in a spaced mode. The hook reinforcing steel (20) and the reinforcing steel (10) are welded into a whole. The space among the hook reinforcing steel (20) is the same as that of base horizontal reinforcing steel.

Description

The Steel bar rack that is used for large-scale raft plate and the colligation of girt strip reinforcement foundation

Technical field

The utility model relates to building structure, particularly a kind of Steel bar rack for large-scale raft plate and the colligation of girt strip reinforcement foundation.

Background technology

The horizontal reinforcement length on the basis of heavy construction is long, diameter is thicker, the reinforcing bar of a long diameter 25mm of the 9m 36.65kg that weighs, and reinforcing bar connects employing mechanical connection and higher according to the Core Walls Structure raft foundation, aloft operation during connection, difficulty of construction is larger.If construction then needs to set up scaffold fixed level reinforcing bar according to a conventional method, and the workman effect worker that constructs leads also and can be affected, and difficulty of construction increases, and incurs loss through delay the duration, larger labour cost and scaffolding steel pipe rental charge expenditure.

The utility model content

Technical problem to be solved in the utility model provides a kind of Steel bar rack for large-scale raft plate and the colligation of girt strip reinforcement foundation, effectively to reduce difficulty of construction and construction cost.

The technical scheme that its technical problem that solves the utility model adopts is as follows:

Steel bar rack for large-scale raft plate and the colligation of girt strip reinforcement foundation of the present utility model, it is characterized in that: it comprises skeleton reinforcing steel bar and hook reinforcing bar, the hook reinforcing bar arranges along the length direction interval of skeleton reinforcing steel bar and is welded as a whole with it, and the spacing of hook reinforcing bar is identical with the spacing of foundation level reinforcing bar.

The beneficial effects of the utility model are, set up with can saving fixed level reinforcing bar scaffold, do not affect workman's efficiency of construction, controlling well the horizontal reinforcement spacing, reduce difficulty of construction, more reducing labour cost and scaffolding steel pipe lease expenses expenditure in the reduction construction period.

Description of drawings

This manual comprises such as next width of cloth accompanying drawing:

Fig. 1 is the structural representation that the utility model is used for the Steel bar rack of large-scale raft plate and the colligation of girt strip reinforcement foundation.

The title of member shown in the figure and corresponding mark: skeleton reinforcing steel bar 10, hook reinforcing bar 20.

The specific embodiment

Below in conjunction with drawings and Examples the utility model is further specified.

With reference to Fig. 1, Steel bar rack for large-scale raft plate and the colligation of girt strip reinforcement foundation of the present utility model, it comprises skeleton reinforcing steel bar 10 and hook reinforcing bar 20, hook reinforcing bar 20 arranges along the length direction interval of skeleton reinforcing steel bar 10 and is welded as a whole with it, and the spacing of hook reinforcing bar 20 is identical with the spacing of foundation level reinforcing bar.For ease of making hook reinforcing bar 20 common semicirculars in shape.

During construction, skeleton reinforcing steel bar 10 with Steel bar rack is fixedly connected with basic vertical reinforcement first, again the foundation level reinforcing bar is placed in the hook reinforcing bar 20 of Steel bar rack with, then foundation level steel disk, basic vertical reinforcement are carried out colligation, set up with so both can having saved fixed level reinforcing bar scaffold, also can not affect workman's efficiency of construction, control well the horizontal reinforcement spacing, reduce difficulty of construction, more reducing labour cost and scaffolding steel pipe lease expenses expenditure in the reduction construction period.

The above the utility model that just explains through diagrams is used for some principles of the Steel bar rack of large-scale raft plate and the colligation of girt strip reinforcement foundation, be not be the utility model to be confined to shown in and in described concrete structure and the scope of application, so every corresponding modify that might be utilized and equivalent all belong to the claim that the utility model is applied for.

Claims (2)

1. the Steel bar rack that is used for large-scale raft plate and the colligation of girt strip reinforcement foundation, it is characterized in that: it comprises skeleton reinforcing steel bar (10) and hook reinforcing bar (20), hook reinforcing bar (20) arranges along the length direction interval of skeleton reinforcing steel bar (10) and is welded as a whole with it, and the spacing of hook reinforcing bar (20) is identical with the spacing of foundation level reinforcing bar.

2. the Steel bar rack for large-scale raft plate and the colligation of girt strip reinforcement foundation as claimed in claim 1, it is characterized in that: described hook reinforcing bar (20) is semicircle shape.

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