CN203160490U - Truss cast structure for floor plates - Google Patents

Abstract

The utility model relates to the building filed, in particular to a truss cast structure for floor plates. According to the technical scheme, the truss cast structure for floor plates comprises a concrete beam and a floor bearing plate. The floor bearing plate is disposed above the concrete beam and is provided with a connecting part connected to the concrete beam. The truss cast structure for floor plates has the advantages that labor efficiency is improved effectively, construction is easier and supporting action of the concrete beam can be given to full play.

Description

A kind of floor plates truss cast structure

Technical field

The utility model relates to building field, particularly a kind of floor plates truss cast structure.

Background technology

Floor plates truss cast structure of the prior art as shown in Figure 1, floor plates 2 generally all is distributed in the both sides of concrete beam 1, making needs to pour into a mould respectively in the both sides of concrete beam in construction, thereby do not take full advantage of the supporting role of concrete beam on the one hand, also cause difficulty of construction big on the other hand, efficiency is lower.

The utility model content

The purpose of this utility model provides a kind of floor plates truss cast structure, can effectively raise labour efficiency, and reduces difficulty of construction, also is conducive to take full advantage of simultaneously the supporting role of concrete beam.

Above-mentioned technical purpose of the present utility model is achieved by the following technical programs: a kind of floor plates truss cast structure, comprise concrete beam and floor support plate, described floor support plate is located at the top of described concrete beam, and described floor support plate has the connecting portion that is connected in described concrete beam.

As of the present utility model preferred, described connecting portion comprises the stirrup that inserts described concrete beam.

As of the present utility model preferred, described stirrup takes the shape of the letter U.

As of the present utility model preferred, described connecting portion comprise the linking muscle that four branches, two rows be arranged in parallel, fixing described linking muscle fixedly muscle, be fixedly connected on described linking muscle and insert the stirrup of described concrete beam.

As of the present utility model preferred, described stirrup takes the shape of the letter U.

In sum, the utlity model has following beneficial effect: floor plates is positioned at the setting of concrete beam top, be conducive to take full advantage of the supporting role of concrete beam on the one hand, such floor can stride across many concrete beam on the other hand, both can improve the area coverage of monolithic floor plates, also can improve workman's efficiency greatly, reduce difficulty of construction; Arranging of connecting portion can make floor plates and concrete beam form an integral body reliably.

Description of drawings

Fig. 1 is the background technology schematic diagram;

Fig. 2 is the embodiment schematic diagram.

Among the figure, 1, concrete beam, 2, floor support plate, 3, connecting portion, 31, stirrup, 32, be connected muscle, 33, fixing muscle.

The specific embodiment

Below in conjunction with accompanying drawing the utility model is described in further detail.

This specific embodiment only is to explanation of the present utility model; it is not to restriction of the present utility model; those skilled in the art can make the modification that does not have creative contribution to present embodiment as required after reading this manual, but as long as all are subjected to the protection of Patent Law in claim scope of the present utility model.

Embodiment: a kind of floor plates truss cast structure, as shown in Figure 2, comprise concrete beam 1 and floor support plate 2, floor support plate 2 is located at the top of concrete beam 1, and floor support plate 2 has the connecting portion 3 that is connected in concrete beam 1; Connecting portion 3 comprises the linking muscle 32 that four branches, two rows be arranged in parallel, is fixedly connected with fixedly muscle 33 between the linking muscle 32 that the diagonal angle distributes, and is connected on the muscle 32 to be fixedly connected with the stirrup 31 that takes the shape of the letter U and insert concrete beam 1.

Claims (5)

1. a floor plates truss is poured into a mould structure, comprise concrete beam (1) and floor support plate (2), it is characterized in that described floor support plate (2) is located at the top of described concrete beam (1), and described floor support plate (2) has the connecting portion (3) that is connected in described concrete beam (1).

2. a kind of floor plates truss cast structure according to claim 1 is characterized in that described connecting portion (3) comprises the stirrup (31) that inserts described concrete beam (1).

3. a kind of floor plates truss cast structure according to claim 2 is characterized in that described stirrup (31) takes the shape of the letter U.

4. a kind of floor plates truss according to claim 1 is poured into a mould structure, it is characterized in that, described connecting portion (3) comprise the linking muscle (32) that four branches two row be arranged in parallel, fixing described linking muscle (32) fixedly muscle (33), be fixedly connected on described linking muscle (32) and insert the stirrup (31) of described concrete beam (1).

5. a kind of floor plates truss cast structure according to claim 4 is characterized in that described stirrup (31) takes the shape of the letter U.

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