CN116537590A - Novel fabricated concrete building enclosure system and construction method thereof - Google Patents

Abstract

The invention discloses a novel assembled concrete building enclosure system and a construction method thereof, wherein the novel assembled concrete building enclosure system comprises a foundation convex concrete structure, a foundation Y-shaped concrete structure is arranged under the foundation convex concrete structure, a foundation concave concrete structure is arranged under the foundation Y-shaped concrete structure, the foundation convex concrete structure and the foundation Y-shaped concrete structure are connected with a foundation concave concrete device through concrete, a sliding baffle is arranged right above the foundation convex concrete structure, transverse building steel bars are arranged between the sliding baffle, the sliding baffle and the transverse building steel bars are fixed through concrete, sliding bearings are arranged between the sliding baffle, sliding plates are arranged on the sliding bearings and connected through bolts, the sliding baffle is connected through concrete building maintenance unit bodies, vertical building steel bars are arranged between the concrete building unit bodies, and the parallel and adjacent concrete building unit bodies of the sliding plates are connected through baffle plates.

Description

A new type of prefabricated concrete building envelope system and its construction method

technical field

The invention relates to the technical field of building construction, in particular to a novel prefabricated concrete building enclosure system.

Background technique

At present, the existing prefabricated concrete building envelope system is roughly reinforced and repaired. During the construction process, the aging of the building envelope system itself needs to be refined. However, the correction device on the construction site often uses support as the main step. On the one hand, it increases the correction steps of the enclosure system, on the other hand, it will lead to damages due to the aging of concrete buildings and insufficient support, resulting in unnecessary economic losses.

Therefore, how to design a new type of prefabricated concrete building envelope system has become a problem we need to solve at present.

Contents of the invention

The purpose of the present invention is to provide a new type of prefabricated concrete building envelope system to solve the problems raised in the above background technology.

In order to achieve the above object, the present invention provides the following technical solutions: a new type of prefabricated concrete building enclosure system, including a foundation convex concrete structure, a foundation Y-shaped concrete structure is installed directly below the foundation convex concrete structure, and the foundation A base concave concrete structure is installed right under the Y-shaped concrete structure, and the base convex concrete structure, the base Y-shaped concrete structure and the base concave concrete device are all connected by concrete, and the base convex concrete structure is Sliding baffles are installed on the top, and transverse building steel bars are arranged between the sliding baffles, and the sliding baffles and the transverse building steel bars are fixed with concrete, and sliding bearings are installed between the sliding baffles Sliding plates are installed on the sliding bearings, the sliding plates are connected by bolts, the sliding baffles are connected by concrete building maintenance units, and vertical building steel bars are arranged between the concrete building units. The adjacent concrete building units of the parallel and sliding panels are connected by baffles.

Further, a new type of prefabricated concrete building envelope system according to claim 1, characterized in that: the size of the convex concrete structure of the foundation and the sliding baffle are in an equal multiple relationship, and the inside of the sliding baffle There are horizontal building reinforcements.

Further, the basic Y-shaped concrete structures are arranged equidistantly below the basic convex concrete structure, and the basic concave concrete structures are arranged equidistantly below the basic Y-shaped concrete structure.

Further, sliding bearings are installed inside the sliding baffle, and are connected to the concrete building units at the same time.

Further, a sliding plate is installed above the sliding baffle, and the sliding plates are connected by bolts.

Further, a basic Y-shaped concrete structure is installed directly below the basic convex concrete structure, and a basic concave concrete structure is installed directly below the basic Y-shaped concrete structure.

Further, a construction method of a new type of prefabricated concrete building envelope system is carried out sequentially according to the following steps:

First, install the foundation convex concrete structure according to the desired construction location,

Then, determine the distance between the foundation Y-shaped concrete structure and the foundation convex concrete structure according to the actual position,

The Y-shaped concrete structure of the foundation is fixed horizontally and vertically against the concave concrete structure of the foundation with a large base width.

The sliding baffle is installed above the foundation convex concrete structure, and it is necessary to ensure that the internal sliding bearing makes the sliding plate slide,

Reinforce and stabilize the transverse and longitudinal building bars internally,

Finally, cast-in-place is adopted according to the vertical force-bearing structure, and the external wall hanging board does not participate in the force-bearing at this time.

Compared with the prior art, the beneficial effect of the present invention is that the prefabricated concrete enclosure system can be cast-in-place according to the vertical stress structure, and the external wall hanging board does not participate in the stress, so the construction difficulty is lower and the cost is lower , often cooperate with large steel mold construction to save construction time and greatly improve construction efficiency. In addition, horizontal building steel bars are installed between the sliding baffles, which ensures that the building system is reinforced during the construction process, and on the other hand, the orientation of the sliding slabs can be accurately adjusted through each basic concrete structure for accurate reinforcement.

Description of drawings

Fig. 1 is the overall schematic diagram of the present invention;

Fig. 2 is a schematic diagram of the back plane structure of the present invention;

Fig. 3 is a schematic diagram of a side plane structure of the present invention;

In the figure: 1- horizontal building reinforcement; 2- sliding baffle; 3- sliding bearing; 4- sliding plate; 5- foundation convex concrete structure; 6- foundation Y-type concrete structure; 7- foundation concave concrete structure; 8- Bolt; 9-concrete building unit; 10-longitudinal building reinforcement; 11-baffle.

Detailed ways

The technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some of the embodiments of the present invention, not all of them. Based on The embodiments of the present invention and all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.

Please refer to Figures 1-3, the present invention provides a technical solution: a new type of prefabricated concrete building envelope system, including a basic convex concrete structure 5, and a basic Y-shaped concrete is installed directly below the basic convex concrete structure 5 Structure 6, a basic concave concrete structure 7 is installed directly below the basic Y-shaped concrete structure 6, and the basic convex concrete structure 5, the basic Y-shaped concrete structure 6 and the basic concave concrete device 7 are all made of concrete connected, a sliding baffle 2 is installed directly above the basic convex concrete structure 5, and a transverse building reinforcement 1 is arranged between the sliding baffles 2, and the sliding baffle 2 and the horizontal building reinforcement 1 are made of concrete For fixing, sliding bearings 3 are installed between the sliding baffles 2, sliding plates 4 are installed on the sliding bearings 3, the sliding plates 4 are connected with bolts 8, and the sliding baffles 2 are connected with Concrete building maintenance unit bodies 9 are connected, and vertical building reinforcement bars 10 are arranged between the concrete building unit bodies 9 , and the adjacent concrete building unit bodies 9 of the parallel and sliding plates 4 are connected by baffles 11 .

Further, the novel prefabricated concrete building enclosure system is characterized in that: the size of the basic convex concrete structure 5 and the sliding baffle 2 are in an equal multiple relationship, and the inside of the sliding baffle 2 is set There are transverse building reinforcement 1.

Further, the basic Y-shaped concrete structures 6 are arranged equidistantly below the basic convex concrete structure 5 , and the basic concave concrete structures 7 are arranged equidistantly below the basic Y-shaped concrete structure 6 .

Further, a sliding bearing 3 is installed inside the sliding baffle 2 and is connected to the concrete building unit 9 at the same time.

Further, a sliding plate 4 is installed above the sliding baffle plate 2 , and the sliding plates 4 are connected by bolts 8 .

Further, a basic Y-shaped concrete structure 6 is installed directly below the basic convex concrete structure 5 , and a basic concave concrete structure 7 is installed directly below the basic Y-shaped concrete structure 6 .

Working principle: In the application process of the present invention, the foundation convex concrete structure 5 is first installed according to the desired construction position, and the distance between the foundation Y-shaped concrete structure 6 and the foundation convex concrete structure 5 is determined according to the actual position. The concrete structure 5 is fixed horizontally and vertically against the foundation concave concrete structure 7 with a large base width, and the sliding baffle 2 is installed above the foundation convex concrete structure 5, and the internal sliding bearing 3 makes the sliding plate 4 slide. The building steel bar 10 is internally reinforced and stable. According to the vertical force-bearing structure, cast-in-place is adopted. The external wall hanging board does not participate in the force. The construction difficulty is low and the cost is low. It often cooperates with the large steel formwork construction to save construction time and greatly improve the construction efficiency. Construction efficiency to suit overall needs.

Although the embodiments of the present invention have been shown and described, those skilled in the art can understand that various changes, modifications and substitutions can be made to these embodiments without departing from the principle and spirit of the present invention. and modifications, the scope of the invention is defined by the appended claims and their equivalents.

Claims (7)

1. The utility model provides a novel assembled concrete building enclosure system, includes basis protruding type concrete structure (5), install basis Y type concrete structure (6) under basis protruding type concrete structure (5), install basis concave concrete structure (7) under basis Y type concrete structure (6), basis protruding type concrete structure (5) with basis Y type concrete structure (6) with basis concave concrete device (7) all are connected with the concrete, install slide damper (2) directly over basis protruding type concrete structure (5), be provided with horizontal building reinforcing bar (1) between slide damper (2) with concrete for horizontal building reinforcing bar (1), install slide bearing (3) between slide damper (2), install sliding plate (4) on slide bearing (3), be connected with bolt (8) between sliding plate (4), be connected with between sliding damper (2) with concrete body (9) for building unit (9) and be connected with between vertical building unit (10) for the adjacent building unit (9).

2. The novel fabricated concrete building containment system of claim 1, wherein: the size of the basic convex concrete structure (5) is in equal multiple relation with the sliding baffle (2), and transverse building steel bars (1) are arranged inside the sliding baffle (2).

3. The novel fabricated concrete building containment system of claim 1, wherein: the foundation Y-shaped concrete structures (6) are arranged below the foundation convex concrete structures (5) at equal intervals, and the foundation concave concrete structures (7) are arranged below the foundation Y-shaped concrete structures (6) at equal intervals.

4. The novel fabricated concrete building containment system of claim 1, wherein: the sliding bearing (3) is arranged in the sliding baffle (2), and is connected with the concrete building unit body (9).

5. The novel fabricated concrete building containment system of claim 1, wherein: the sliding baffle (2) is provided with sliding plates (4) above, and the sliding plates (4) are connected by bolts (8).

6. The novel fabricated concrete building containment system of claim 1, wherein: a foundation Y-shaped concrete structure (6) is arranged right below the foundation convex-shaped concrete structure (5), and a foundation concave-shaped concrete structure (7) is arranged right below the foundation Y-shaped concrete structure (6).

7. The construction method of a novel fabricated concrete building enclosure system according to any one of claims 1 to 6, wherein the construction method is sequentially performed according to the following steps:

firstly, installing a foundation convex concrete structure according to a construction position to be constructed,

then, the distance between the foundation Y-shaped concrete structure and the foundation convex concrete structure is determined according to the actual position,

the foundation Y-shaped concrete structure is tightly fixed on the foundation concave concrete structure with larger bottom layer width in the transverse and longitudinal directions,

a sliding baffle is arranged above the foundation convex concrete structure, the sliding bearing inside the foundation convex concrete structure is required to ensure that the sliding baffle slides,

the transverse construction steel bars and the longitudinal construction steel bars are internally reinforced and stabilized,

finally, the external wall hanging plate is cast in situ according to the vertical stress structure, and the external wall hanging plate does not participate in stress.