CN215368492U - Assembled aerial ground structure - Google Patents

Abstract

The utility model discloses an assembled type overhead ground structure which comprises a plurality of stand columns and a panel, wherein the tops of the stand columns are provided with extending steel bars, the panel is provided with steel bar inserting holes, and the extending steel bars of the stand columns are correspondingly inserted into the steel bar inserting holes of the panel, so that the panel is laid on the tops of the stand columns to form an overhead ground. The components such as the upright post, the panel and the like are prefabricated in a factory, and are transported to a construction site for installation after the strength is reached through centralized maintenance. The height of stand is according to built on stilts ground height design, and the top reservation of stand stretches out the reinforcing bar, through the cooperation in the dowel hole of the reinforcing bar that stretches out at the stand top and panel, lays the panel in the top of stand, and every panel is connected with 4 stands, forms stable built on stilts spatial structure. Through reserving the dowel hole and grouting, the panel and the stand column can be firmly and stably connected and are durable.

Description

Assembled aerial ground structure

Technical Field

The utility model relates to the field of assembly type building construction, in particular to an assembly type overhead ground structure.

Background

The method of the basement power distribution room of the traditional house is that a cable trench is built on site by adopting bricks or a formwork, then the cable trench is backfilled to the height of a floor surface, the cable trench is tamped and compacted, the ground is poured, and the cable trench is installed according to electrical equipment such as a transformer, a switch cabinet and the like after the concrete strength is reached. The traditional method has the disadvantages of more complicated process, low working efficiency due to the limitation of working space, long time period and the need of waiting for the concrete to reach the specified strength to install equipment.

Provide a basement's built on stilts roof structure if CN206971374U, this built on stilts structure is including locating the floor carrier plate at basement top and pour the pier structure that forms in the floor carrier plate top, is equipped with the pier reinforcing bar in the pier structure, and the face layer structure that forms of integrative pouring in implanting the floor carrier plate through the pier reinforcing bar forms built on stilts space. This overhead structure can bear great load, and the atress performance is good, and stability is strong, but this overhead structure's manufacturing procedure is loaded down with trivial details complicated, and is higher to workman's operation level requirement, and wastes time and energy, and processing cycle is longer.

SUMMERY OF THE UTILITY MODEL

The utility model aims to solve the technical problem that the prior art is not enough, and provides an assembly type overhead ground structure which is convenient to transport and assemble, high in strength of a prefabricated reinforced concrete structure and durable in use.

In order to solve the technical problems, the technical scheme adopted by the utility model is as follows:

the utility model provides an assembly type aerial ground structure, its structural feature is, including many stands, panel, the top of stand is equipped with stretches out the reinforcing bar, be equipped with the dowel hole on the panel, the reinforcing bar correspondence that stretches out of stand inserts the dowel hole of panel is downthehole, thereby makes the panel is laid the top of stand forms aerial ground.

The utility model relates to an assembled overhead ground structure, wherein members such as upright posts, panels and the like are prefabricated in a factory, and are transported to a construction site for installation after reaching the strength through centralized maintenance. The height of stand is according to built on stilts ground height design (stand height ═ ground height-ceramic tile thickness), and the top of stand is reserved and is stretched out the reinforcing bar, through the cooperation in the dowel hole of the reinforcing bar that stretches out at stand top and panel, lays the panel in the top of stand, and every panel is connected with many stands, forms stable built on stilts spatial structure. During installation, firstly, the ground is leveled, then the stand column is laid out and placed, a panel is laid above the stand column, and finally, the processes of adjusting the flatness of the panel, grouting the dowel holes and the like are carried out. Through reserving the dowel hole and grouting, the panel and the stand column can be firmly and stably connected and are durable.

Furthermore, the panels are provided with a plurality of blocks which are spliced and connected, and the extending steel bars on each stand column are inserted into the corresponding steel bar inserting holes of at least two adjacent panels. According to the needs of the area of the overhead ground place, a plurality of panels and the stand columns with corresponding quantity are spliced to be designed into a needed space shape, if for a square panel, two stand columns can be matched between every two adjacent panels, 4 corners of each panel correspond to 1 stand column respectively, and for the stand columns located in the middle positions, each stand column is correspondingly connected with 4 panel. For example, for a regular hexagon panel, 6 corners of each panel correspond to 1 upright column respectively, and for an upright column positioned at the middle position, each upright column is correspondingly connected with 3 panels.

Further, the stand includes the middle standing pillar, the top of middle standing pillar is equipped with 4 at least and stretches out the reinforcing bar, 4 stretch out the reinforcing bar and follow the cross section center of middle standing pillar is central symmetry and distributes. The center posts are arranged at the middle positions except the outer edges, and each center post is connected with 4 panels.

Further, the stand includes the edge stand, the top of edge stand is equipped with 2 at least and stretches out the reinforcing bar, 2 stretch out the reinforcing bar and follow one side and interval distribution of edge stand. The edge posts are arranged at outer edge positions except for 4 corners, and each edge post is connected with 2 panels.

Further, the stand includes the bight stand, the top of bight stand is equipped with 1 at least extension reinforcing bar, it distributes to stretch out the reinforcing bar the bight stand be close to outer edge. The corner posts are arranged at the corners of a square in an elevated ground location, and each corner post is connected to 1 panel.

Furthermore, the side of the upright post is provided with a through hole, the through hole is positioned at the upper part of the upright post, and the through hole is reserved to facilitate the lifting and transporting of workers.

Furthermore, the center of the upright post is provided with a hole, so that the upright post is convenient for workers to carry and use, and the labor force is reduced; and secondly, the manufacturing material and the production cost are saved.

Further, the upright column is in a cuboid shape and/or a long cylinder shape and/or a long polygonal body shape.

Further, the size of the panel is 600mm by 600mm or 800mm by 800 mm.

Furthermore, the rebar inserting holes are filled with grouting materials for fixedly connecting the panel and the extending rebar of the upright post together.

Compared with the prior art, the utility model has the beneficial effects that:

1) the utility model relates to an assembled overhead ground structure, wherein members such as upright posts, panels and the like are prefabricated in a factory, and are transported to a construction site for installation after reaching the strength through centralized maintenance. Every panel is connected with 4 stands, forms stable built on stilts spatial structure, can be used to basement distribution room etc. and need use the place on the overhead ground, not only transportation, equipment convenience, prefabricated reinforced concrete structural strength is high moreover, and the durability is good, corrosion-resistant. Through reserving the dowel hole and grouting, the panel and the stand column can be firmly and stably connected and are durable.

2) The assembled type overhead ground structure can be designed into a required space shape by splicing a plurality of panels and a corresponding number of stand columns according to the requirement of the area of an overhead ground place, two adjacent panels can be matched with two stand columns together, and for the stand column positioned in the middle, each stand column can be matched with 4 panels at most. Through the design of concatenation formula, can adapt to the demand of the built on stilts ground place area of different sizes and irregular space shape, the suitability is strong.

Drawings

In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings of the embodiments will be briefly described below, and it is apparent that the drawings in the following description only relate to some embodiments of the present invention and are not limiting to the present invention.

FIG. 1 is a schematic view of one embodiment of a fabricated overhead ground structure of the present invention.

Fig. 2 is an assembly view of one embodiment of the fabricated aerial floor structure of the present invention.

Reference numerals:

1-upright column; 2-a panel; 3, extending out the steel bars; 4-a rib inserting hole; 5-a through hole; 6-hole;

11-a central pillar; 12-edge posts; 13-corner post.

Detailed Description

In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the drawings of the embodiments. It is to be understood that the embodiments described are only a few embodiments of the present invention, and not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the described embodiments of the utility model without any inventive step, are within the scope of protection of the utility model. It should be noted that the embodiments and features of the embodiments may be combined with each other without conflict. Unless defined otherwise, technical or scientific terms used herein shall have the ordinary meaning as understood by one of ordinary skill in the art to which this invention belongs. The use of the word "comprise" or "comprises", and the like, in the context of this application, is intended to mean that the elements or items listed before that word, in addition to those listed after that word, do not exclude other elements or items. "upper", "lower", "left", "right", and the like are used merely to indicate relative positional relationships, and when the absolute position of the object being described is changed, the relative positional relationships may also be changed accordingly.

At least one embodiment of the utility model provides an assembly type overhead ground structure, as shown in fig. 1, the assembly type overhead ground structure comprises an upright post 1 and a panel 2, wherein the top of the upright post 1 is provided with a protruding reinforcing steel bar 3, the panel 2 is a square panel, 4 corners of the square panel are respectively provided with a reinforcing steel bar inserting hole 4, and 4 protruding reinforcing steel bars 3 of the upright post 1 respectively penetrate through the 4 reinforcing steel bar inserting holes 4 of each panel 2, so that the panel is paved on the top of the upright post 1, and an overhead space is formed between the panel and the upright post 1.

According to the needs of the area of the overhead ground place, a plurality of panels 2 and the corresponding quantity of upright posts 1 are spliced to design into a required space shape, as shown in figure 2, the panels 2 are provided with a plurality of panels which are spliced and connected with each other, and the extending reinforcing steel bars 3 at the relative positions of the joints between every two adjacent panels 2 pass through the same bar inserting holes 4. For corner posts 13 located at the corners of a square in an overhead ground site, each corner post 13 is connected with 1 panel; for the outer edge positions except for 4 corners, each edge post 12 is connected with 2 panels; for the central position, except for the outer edge, each central upright 11 is connected to 4 panels. Similarly, for the shape requirement of a special place, the upright columns at the corners can be connected with 3 panels, namely, the tops of the upright columns are provided with at least 3 protruding reinforcing steel bars.

Preferably, a through hole 5 is formed in the side face of the upright column 1, the through hole 5 is located in the upper portion of the upright column 1, a weight reduction treatment is performed inside the upright column 1, the weight reduction treatment is that a hole 6 is formed in the center of the upright column 1, and the upright column 1 is in a cuboid shape and/or a long cylinder shape and/or a long polygonal shape. The reserved through holes are convenient for workers to carry and use. The weight reduction design is convenient for workers to carry, transport and use, reduces labor force and saves manufacturing materials and production cost.

The vertical columns, the panels and other components of the fabricated overhead ground structure are prefabricated in a factory, and are transported to a construction site for installation after strength is achieved through centralized maintenance. The height of stand is according to built on stilts ground height design (stand height ═ ground height-ceramic tile thickness), and the top of stand is reserved and is stretched out the reinforcing bar, through the cooperation in the dowel hole of the reinforcing bar that stretches out at stand top and panel, lays the panel in the top of stand, and every panel is connected with 4 stands, forms stable built on stilts spatial structure. During installation, firstly, the ground is leveled, then the stand column is laid out and placed, a panel is laid above the stand column, and finally, the processes of adjusting the flatness of the panel, grouting the dowel holes and the like are carried out. Through reserving the dowel hole and grouting, the panel and the stand column can be firmly and stably connected and are durable.

According to the needs of the area of the overhead ground place, the required space shape is designed by splicing a plurality of panels and the corresponding quantity of stand columns, two stand columns can be matched between every two adjacent panels, and for the stand columns positioned in the middle, each stand column can be matched with 4 panel at most. Through the design of concatenation formula, can adapt to the demand of the built on stilts ground place area of different sizes and irregular space shape, the suitability is strong.

The foregoing examples are set forth to illustrate the present invention more clearly and are not to be construed as limiting the scope of the utility model, which is defined in the appended claims to which the utility model pertains, as modified in all equivalent forms, by those skilled in the art after reading the present invention.

Claims (10)

1. The utility model provides an assembled built on stilts ground structure, its characterized in that includes many stands (1), panel (2), the top of stand (1) is equipped with stretches out reinforcing bar (3), be equipped with joint bar hole (4) on panel (2), the corresponding insertion of joint bar (3) that stretches out of stand (1) in joint bar hole (4) of panel (2), thereby make panel (2) are laid the top of stand (1) forms built on stilts ground.

2. The fabricated aerial floor structure of claim 1, wherein the panels (2) are connected in a splicing manner, and the protruding reinforcing steel bars (3) on each upright post (1) are inserted into the corresponding reinforcing steel bar inserting holes of at least two adjacent panels (2).

3. Fabricated aerial floor structure according to claim 2, characterized in that the uprights (1) comprise a central upright (11), the top of the central upright (11) being provided with at least 4 projecting bars (3), the 4 projecting bars (3) being distributed centrally symmetrically along the centre of the cross section of the central upright (11).

4. Fabricated aerial floor structure according to claim 2, characterized in that the uprights (1) comprise edge uprights (12), the top of the edge uprights (12) being provided with at least 2 projecting rebars (3), the 2 projecting rebars (3) being distributed at intervals along one side of the edge uprights (12).

5. Fabricated aerial floor structure according to claim 2, characterized in that the uprights (1) comprise corner uprights (13), the top of the corner uprights (13) being provided with at least 1 projecting reinforcing bar (3), the projecting reinforcing bar (3) being distributed at the near outer edge of the corner uprights (13).

6. Fabricated aerial floor structure according to claim 1, characterized in that the lateral surface of the upright (1) is provided with a through hole (5), the through hole (5) being located at the upper part of the upright (1).

7. Fabricated aerial floor structure according to claim 1, characterized in that the uprights (1) are provided with a hole (6) in the centre.

8. Fabricated aerial floor structure according to claim 1, characterized in that the columns (1) are shaped as cuboids and/or long cylinders and/or long polygons.

9. Fabricated overhead ground structure according to claim 1, characterized in that the panels (2) have dimensions of 600mm x 600mm or 800mm x 800 mm.

10. The fabricated aerial ground structure of any one of claims 1 to 9, wherein the tendon insertion holes (4) are filled with grouting material for fixedly connecting the panel (2) and the protruding reinforcing steel bars (3) of the columns (1).

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