CN218324287U

CN218324287U - Assembled enclosure structure

Info

Publication number: CN218324287U
Application number: CN202123329681.0U
Authority: CN
Inventors: 段景玉; 张京京; 王升; 孙越
Original assignee: Harbin Gaoge Prefabricated Construction Technology Co ltd
Current assignee: Harbin Gaoge Prefabricated Construction Technology Co ltd
Priority date: 2021-12-28
Filing date: 2021-12-28
Publication date: 2023-01-17
Anticipated expiration: 2031-12-28

Abstract

The utility model belongs to the technical field of the technique and specifically relates to an assembled enclosure structure, including the cushion cap roof beam, the bottom fixed mounting of cushion cap roof beam has a plurality of foundation piles, and a plurality of foundation piles distribute along the length direction equidistance of cushion cap roof beam, and the top fixed mounting of cushion cap roof beam has a plurality of structure posts, a plurality of structure posts and foundation pile one-to-one, and equal fixed mounting at the top of cushion cap roof beam, all install the wallboard between two adjacent structure posts, a plurality of wallboards all with cushion cap roof beam fixed connection. The utility model discloses a whole installation has the local cast in situ concrete of a small amount of nodes only, and the construction is quick, convenient installation, and the short firm longe-lived of time limit for a project does not destroy the soil, green.

Description

Assembled enclosure structure

Technical Field

The utility model relates to an enclose technical field, especially relate to an assembled enclosure structure.

Background

In the field of construction, the enclosure wall is often manufactured, in the prior art, the enclosure wall is mostly built on site, the requirements on some construction periods are tight, and the occasions needing pre-buried wires are low in efficiency, so that how to quickly construct the enclosure wall, and standardized pre-buried wire pipes are difficult for technicians in the field to meet;

the existing wall structure is basically a masonry structure, a steel structure, a wood structure and the like; because a large amount of high-quality land is damaged in the production process of the clay bricks, excessive coal resources are wasted, great hidden dangers are buried in the long-term development of the country, and enclosing walls built or assembled by various novel materials, such as color steel plate isolation walls, are fixed on fences by color steel plates and used for the isolation of temporary construction sites, so that the clay bricks are convenient to use and can be used for multiple times, but the manufacturing cost is high, and the anti-theft capacity is weak; the novel building block enclosing wall is a permanent enclosing wall built by novel hollow building blocks, the building mode is the same as that of a brick enclosing wall, and the integral performance such as falling resistance and safety performance are not as good as those of a solid wall body; the solid concrete brick enclosing wall is built by adopting the same modulus and building mode as clay bricks, and is used more at present;

the concrete wallboard enclosing wall is built by large concrete wallboards, although the speed is high, the strength is high, the cast-in-place upright posts between the boards are connected and strongly resist falling, the foundation slotting backfill and reinforcement amount and the concrete cast-in-place amount are large, more manpower and material resources are consumed, the cost is high, and more cast-in-place amount is not beneficial to environmental protection; wooden structures, while inexpensive to manufacture, have poor robustness and longevity.

SUMMERY OF THE UTILITY MODEL

The utility model aims at solving the defects of high cost and land damage in the prior art and providing an assembled type wall structure.

In order to realize the purpose, the utility model adopts the following technical scheme:

the utility model provides an assembled enclosure structure, includes the cushion cap roof beam, the bottom fixed mounting of cushion cap roof beam has a plurality of foundation piles, and is a plurality of the foundation pile distributes along the length direction equidistance of cushion cap roof beam, the top fixed mounting of cushion cap roof beam has a plurality of constructional columns, and is a plurality of constructional column and foundation pile one-to-one, and equal fixed mounting are at the top of cushion cap roof beam, adjacent two all install wallboard, a plurality of between the constructional column wallboard all with cushion cap roof beam fixed connection.

Preferably, the lead screw is installed to the equal screw thread in both ends of wallboard, the bottom and the cushion cap roof beam of lead screw rotate to be connected, the top fixed mounting of lead screw has the nut.

Preferably, concrete formworks are installed on two sides of the wallboard, and the top of each concrete formwork is fixedly provided with the same coping plate.

Preferably, the tops of the plurality of constructional columns are fixedly provided with column caps, and through holes corresponding to the exposed steel bars of the constructional columns are formed in the column caps.

Preferably, the two ends of the constructional column are provided with clamping grooves matched with the wall plates, and the constructional column is formed by pouring concrete.

The utility model provides a pair of assembled enclosure structure, beneficial effect lies in: the utility model discloses a whole installation has the local cast in situ concrete of a small amount of nodes only, and the construction is quick, convenient installation, and the short firm longe-lived of time limit for a project does not destroy the soil, green.

Drawings

Fig. 1 is a schematic structural diagram of an assembled enclosure structure according to the present invention;

fig. 2 is a schematic partial structural view of an assembled type enclosure structure provided by the present invention;

fig. 3 is a schematic structural view of a wall panel of an assembled type enclosure structure according to the present invention;

fig. 4 is a schematic structural diagram of a cap of an assembled enclosure structure according to the present invention;

fig. 5 is a schematic structural view of a constructional column of an assembled type enclosure structure provided by the present invention.

In the figure: the concrete pile comprises a foundation pile 1, a bearing platform beam 2, a wallboard 3, a screw rod 31, a screw cap 32, a constructional column 4, a clamping groove 41, a concrete template 5, a pressure top plate 6, a column cap 7 and a through hole 71.

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.

Referring to fig. 1-5, the fabricated fence structure comprises a bearing platform beam 2, wherein a plurality of foundation piles 1 are fixedly mounted at the bottom of the bearing platform beam 2, and the foundation piles 1 are fixedly mounted underground and used for supporting the whole body; the foundation piles 1 are distributed at equal intervals along the length direction of the bearing platform beam 2, and a polystyrene board moisture-proof layer is laid among the foundation piles 1, so that the foundation piles 1 can be prevented from being corroded due to moisture; the top of the bearing platform beam 2 is fixedly provided with a plurality of constructional columns 4, the constructional columns 4 correspond to the foundation piles 1 one by one and are fixedly arranged on the top of the bearing platform beam 2, a wallboard 3 is arranged between every two adjacent constructional columns 4, the wallboards 3 are fixedly connected with the bearing platform beam 2, two ends of each constructional column 4 are respectively provided with a clamping groove 41 matched with the wallboard 3, and the constructional columns 4 are formed by pouring concrete;

both ends of the wallboard 3 are provided with screw rods 31 in a threaded manner, the bottom ends of the screw rods 31 are rotatably connected with the bearing platform beam 2, and the tops of the screw rods 31 are fixedly provided with screw caps 32; concrete formworks 5 are arranged on two sides of each wallboard 3, and the concrete formworks 5 are used for pouring concrete, so that the wallboards 3 are fixed; the top parts of the two concrete formworks 5 are fixedly provided with the same coping plate 6, and the coping plate 6 is used for shaping the poured concrete; the tops of the plurality of constructional columns 4 are fixedly provided with column caps 7, and the column caps 7 are provided with through holes 71 corresponding to exposed steel bars of the constructional columns 4.

The installation process comprises the following steps: firstly, pressing all prefabricated foundation piles 1 into the ground by a press according to the designed axes, and then laying a benzene board moisture-proof layer between the foundation piles 1, so that the foundation piles 1 can be prevented from being corroded due to moisture; then, installing the bearing platform beam 2 on the top of the foundation pile 1, and welding exposed reinforcing steel bars of the bearing platform beam 2 and exposed reinforcing steel bars of the foundation pile 1 after aligning and leveling so as to ensure that the bearing platform beam 2 and the foundation pile 1 are stably fixed;

then all the wallboards 3 are arranged on the bearing platform beam 2, the bottom ends of the screw rods 31 are rotatably arranged on the bearing platform beam 2, and then the screw rods 31 are rotated by rotating the two screw caps 32, so that the heights of the two ends of the wallboards 3 can be adjusted, and the wallboards 3 can be aligned; after alignment, welding the embedded steel plates between the wallboard 3 and the bearing platform beam 2;

then install the concrete form 5 of wallboard 3 both sides, reserve a plurality of anchor muscle in concrete form 5's vertical direction simultaneously, it is vertical fixed with two concrete forms with a plurality of engineering drawknot bolts to rethread, pour the concrete in proper order with constructional column 4 afterwards, will install roof 6 on each wallboard 3 one by one again, will weld pre-buried steel sheet each other, welds cap 7 and constructional column 4 at last, and the installation of whole enclosure is accomplished.

The whole installation process has only a small amount of node local cast-in-place concrete, the construction is quick, the installation is convenient, the construction period is short, the firmness and the service life are long, the land is not damaged, and the environment is protected.

The above description is only the specific implementation manner of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art can substitute or change the technical solution of the present invention and the design of the present invention within the technical scope of the present invention.

Claims

1. The utility model provides an assembled enclosure structure, includes cushion cap roof beam (2), the bottom fixed mounting of cushion cap roof beam (2) has a plurality of foundation piles (1), its characterized in that, and is a plurality of foundation pile (1) distributes along the length direction equidistance of cushion cap roof beam (2), the top fixed mounting of cushion cap roof beam (2) has a plurality of constructional columns (4), and is a plurality of constructional column (4) and foundation pile (1) one-to-one, and equal fixed mounting at the top of cushion cap roof beam (2), adjacent two all install wallboard (3), a plurality of between constructional column (4) wallboard (3) all with cushion cap roof beam (2) fixed connection.

2. An assembled type enclosure structure as claimed in claim 1, wherein a screw rod (31) is threadedly mounted at both ends of the wall plate (3), the bottom end of the screw rod (31) is rotatably connected with the bearing platform beam (2), and a nut (32) is fixedly mounted at the top of the screw rod (31).

3. An assembled type enclosure wall structure according to claim 2, characterized in that concrete formworks (5) are installed on both sides of the wall plate (3), and the same capping plate (6) is fixedly installed on the tops of the two concrete formworks (5).

4. The assembled type enclosure wall structure as claimed in claim 1, wherein a cap (7) is fixedly mounted on the top of each of the construction columns (4), and through holes (71) corresponding to exposed steel bars of the construction columns (4) are formed in the caps (7).

5. An assembled type enclosure wall structure as claimed in claim 1, wherein the two ends of the constructional column (4) are provided with clamping grooves (41) matched with the wall boards (3), and the constructional column (4) is formed by pouring concrete.