CN210395785U

CN210395785U - Novel foam sandwich floor composite structure

Info

Publication number: CN210395785U
Application number: CN201921222674.0U
Authority: CN
Inventors: 周岩
Original assignee: Zhengzhou Bolin Construction Engineering Co Ltd
Current assignee: Zhengzhou Bolin Construction Engineering Co Ltd
Priority date: 2019-07-31
Filing date: 2019-07-31
Publication date: 2020-04-24
Anticipated expiration: 2029-07-31

Abstract

The utility model provides a novel foam sandwich floor composite construction, including the cap for column, the cap for column be connected with the girder, cap for column, girder all are connected with the floor, are equipped with roof beam splice bar and board splice bar in the cap for column, are equipped with the muscle in the girder, are equipped with the muscle in the floor, the muscle is connected in roof beam splice bar and the girder, the muscle all is connected with the muscle in the floor in board splice bar, the girder, is equipped with the foam chest in the muscle in the floor. The utility model has the advantages that: the column caps and the main beams are utilized to support and fix the floor slab steel reinforcement frame, so that the stable support and effective support of the floor slab are ensured; utilize the foam tank to fill and pour the space, alleviateed the use of concrete material, reduced the weight of floor, it is effectual to give sound insulation simultaneously.

Description

Novel foam sandwich floor composite structure

Technical Field

The utility model relates to a construction technical field especially indicates a novel foam presss from both sides core floor composite construction.

Background

Floor slabs in buildings are members having sufficient strength and rigidity to carry loads of furniture, equipment and people thereon and to transfer the loads to load bearing members to maintain horizontal support of the building. It also has the function requirements of water resistance, moisture resistance, fire resistance, sound insulation, heat preservation, heat insulation, corrosion resistance and the like.

In the existing floor slab, most of solid reinforced concrete is poured in situ, the floor slab is firm, durable, high in rigidity, high in strength and good in fireproof performance, and is generally applied at present, but the floor slab is expensive in manufacturing cost and heavy in weight, and is not beneficial to reducing the construction cost and the overall quality of a building.

SUMMERY OF THE UTILITY MODEL

The utility model provides a novel foam presss from both sides core floor composite construction has solved the problem that current solid floor cost is expensive, weight is big.

The technical scheme of the utility model is realized like this: the utility model provides a novel foam sandwich floor composite construction, includes the cap for a column, the cap for a column be connected with the girder, cap for a column, girder all are connected with the floor, are equipped with roof beam splice bar and board splice bar in the cap for a column, are equipped with the interior muscle of girder in the girder, are equipped with the interior muscle of floor in the floor, the roof beam splice bar is connected with the interior muscle of girder, the interior muscle of board splice bar, girder all is connected with the interior muscle of floor, is equipped with the foam chest in the muscle of floor.

The roof beam splice bar include the long muscle of top surface and the short muscle of top surface, the muscle is indulged the muscle including leading to long muscle and end in the girder, the long muscle of top surface stretches into the girder and leads to long muscle to be connected, the short muscle of top surface stretches into the girder, the end is indulged the muscle and is stretched into in the cap.

And a stirrup is connected between the through long rib and the bottom longitudinal rib.

The slab connection rib comprises a stressed long rib and a stressed short rib, and the stressed long rib and the stressed short rib both extend into the floor slab and are connected with the inner rib of the floor slab.

The floor slab inner ribs comprise upper ribs and lower ribs, and the foam box is located between the upper ribs and the lower ribs.

And a stirrup is connected between the upper layer rib and the lower layer rib.

And the ribs are connected in a binding manner.

The utility model has the advantages that: the column caps and the main beams are utilized to support and fix the floor slab steel reinforcement frame, so that the stable support and effective support of the floor slab are ensured; utilize the foam tank to fill and pour the space, alleviateed the use of concrete material, reduced the weight of floor, it is effectual to give sound insulation simultaneously.

Drawings

In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.

Fig. 1 is a top view of the present invention.

Figure 2 is the utility model discloses a floor section view.

Fig. 3 is a top view of the cap of the present invention.

Fig. 4 is a cross-sectional view of the cap of the present invention.

Fig. 5 is a top view of the girder of the present invention.

Fig. 6 is a cross-sectional view of the cap of the present invention.

In the figure: 1-column cap, 11-beam connecting rib, 111-top long rib, 112-top short rib, 12-plate connecting rib, 121-stress long rib, 122-stress short rib, 2-girder, 21-girder internal rib, 211-through long rib, 212-bottom longitudinal rib, 3-floor slab, 31-floor slab internal rib, 311-upper layer rib, 312-lower layer rib and 32-foam box.

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 any creative effort belong to the protection scope of the present invention.

As shown in fig. 1 to 6, a novel foam sandwich floor composite structure comprises a column cap 1, wherein the column cap 1 is connected with a main beam 2, and the column cap 1 and the main beam 2 are both connected with a floor 3. Taking four column caps 1 positioned at four corners and four main beams 2 connected between the column caps as an example, the column caps and the main beams can be replaced by other structures with the same effect. The column cap 1 is formed by pouring concrete, a beam connecting rib 11 and a plate connecting rib 12 are arranged in the column cap, the main beam 2 is formed by pouring concrete, a main beam inner rib 21 is arranged in the main beam, the floor 3 is formed by pouring concrete, a floor inner rib 31 is arranged in the floor, the beam connecting rib 11 is connected with the main beam inner rib 21, the plate connecting rib 12 and the main beam inner rib 21 are both connected with the floor inner rib 31, and a foam box 32 is arranged in the floor inner rib 31.

Specifically, the roof beam splice bar 11 includes the long muscle 111 of top surface and the short muscle 112 of top surface, and the muscle 21 indulges the muscle 212 including leading to long muscle 211 and end in the girder, leads to long muscle 211 and end to indulge and be connected with the stirrup between the muscle 212, and the long muscle 111 of top surface stretches into girder 2 and leads to long muscle 211 to be connected, and the short muscle 112 of top surface stretches into girder 2, and end is indulged in the muscle 212 stretches into cap 1, can with the bar connection in the cap 1.

Specifically, the slab connection rib 12 includes a stressed long rib 121 and a stressed short rib 122, and both the stressed long rib 121 and the stressed short rib 122 extend into the floor slab 3 and are connected with the floor slab internal rib 31. The inner ribs 31 of the floor extend into the main beam 2 and are connected with the inner ribs of the main beam.

Specifically, the inner ribs 21 of the floor slab include upper ribs 311 and lower ribs 312, stirrups are connected between the upper ribs 311 and the lower ribs 312, and the foam box 32 is located between the upper ribs 311 and the lower ribs 312.

The utility model discloses during the construction, carry out the strut of template earlier, then lay above-mentioned reinforcing bar, the ligature is good, concreting at last. The column caps are used as supporting points to form a girder structure, and the column caps and the girders jointly bear the weight of the floor slab, so that the reliability of the floor slab is ensured. The reinforcing steel bars in the floor slab are divided into an upper layer and a lower layer, and the foam box is additionally arranged in the middle of the floor slab, so that the strength of the floor slab is ensured, the use of concrete is reduced, and the weight of the floor slab is reduced.

The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims

1. The utility model provides a novel foam core floor slab composite construction, includes cap for column (1), its characterized in that: post cap (1) be connected with girder (2), post cap (1), girder (2) all are connected with floor (3), be equipped with roof beam splice bar (11) and board splice bar (12) in post cap (1), be equipped with girder interior muscle (21) in girder (2), be equipped with floor interior muscle (31) in floor (3), be connected with girder interior muscle (21) roof beam splice bar (11), board splice bar (12), girder interior muscle (21) all are connected with floor interior muscle (31), be equipped with foam box (32) in floor interior muscle (31).

2. The novel foam sandwich floor composite structure of claim 1, wherein: beam connection muscle (11) include long muscle of top surface (111) and short muscle of top surface (112), muscle (21) are indulged muscle (212) including leading to long muscle (211) and end in the girder, the long muscle of top surface (111) stretch into girder (2) and lead to long muscle (211) to be connected, the short muscle of top surface (112) stretch into girder (2), end is indulged muscle (212) and is stretched into in cap (1).

3. The novel foam sandwich floor composite structure of claim 2, wherein: and a stirrup is connected between the through long rib (211) and the bottom longitudinal rib (212).

4. The novel foam sandwich floor composite structure of claim 1, wherein: the slab connecting rib (12) comprises a stressed long rib (121) and a stressed short rib (122), and the stressed long rib (121) and the stressed short rib (122) extend into the floor slab (3) and are connected with the floor slab inner rib (31).

5. The novel foam sandwich floor composite structure of claim 1, wherein: the floor inner ribs (31) comprise upper ribs (311) and lower ribs (312), and the foam box (32) is located between the upper ribs (311) and the lower ribs (312).

6. The novel foam sandwich floor composite structure of claim 5, wherein: and a stirrup is connected between the upper-layer rib (311) and the lower-layer rib (312).

7. The novel foam sandwich floor composite structure of claim 1, wherein: and the ribs are connected in a binding manner.