CN215253420U

CN215253420U - Assembled frame building

Info

Publication number: CN215253420U
Application number: CN202120449550.7U
Authority: CN
Inventors: 杨博
Original assignee: Individual
Current assignee: Individual
Priority date: 2021-03-02
Filing date: 2021-03-02
Publication date: 2021-12-21
Anticipated expiration: 2031-03-02

Abstract

The utility model relates to the technical field of frame construction, in particular to an assembly type frame construction, which comprises wallboards and beam columns, wherein the wallboards comprise outer partition boards and inner partition boards, the outer partition boards are embedded in the outer frame to be used as outer walls, and the inner partition boards are embedded in the inner frame to be used as partition walls; the beam column includes grade beam, spandrel girder and flat roof beam, the grade beam is through pouring on building foundation, the spandrel girder is through pouring perpendicularly on the grade beam, flat roof beam is established the top of spandrel girder, with the grade beam corresponds the setting, the beam column all centers on this the wall body sets up has simple to operate, builds the fast characteristic of speed, and low cost simultaneously, the structure is inseparable, has good anti-seismic performance.

Description

Assembled frame building

Technical Field

The utility model relates to a frame construction technical field indicates an assembled frame building especially.

Background

The traditional prefabricated building has the defects of an assembled steel structure, an assembled reinforced concrete structure and an assembled wood structure. The fabricated steel structure is a fabricated structure composed of steel members. The novel fireproof and corrosion-resistant combined node has no on-site cast-in-place node, is higher in installation speed, but is poor in fireproof and corrosion-resistant performance, high in manufacturing cost and high in later maintenance cost, and needs to be maintained regularly. The prefabricated reinforced concrete structure is a concrete structure formed by assembling and connecting prefabricated components serving as main stressed components. The prefabricated concrete structure is beneficial to green construction, and can meet the requirements of green construction on land conservation, energy conservation, material conservation, water conservation, environmental protection and the like, but the prefabricated components are assembled on the construction site, the longitudinal steel bar connection of the nodes and the joints is mostly connected in a sleeve grouting way, a mechanical connection way, a welding connection way, an indirect anchoring connection way and the like, the integrity is poor, the node connection is complex, and the construction difficulty is high. The fabricated wood structure is a fabricated structure composed of wood structure load-bearing members. The building method has outstanding anti-seismic performance, the construction process is finished by woodworker, the construction error is small, the precision is high, the pollution of a construction site is small, but the manufacturing cost is high, and the problems of fire prevention, corrosion prevention and insect prevention are large. How to construct the fabricated building with good stress performance, reasonable construction measures and simple and convenient construction and installation is always an ideal target for the development of the fabricated building. The invention provides an assembled frame building system for solving the technical problems

Disclosure of Invention

In order to solve the problems, the utility model provides an assembly type frame building, which has the characteristics of convenient installation and fast construction speed;

another object of the utility model is to provide an assembled frame building that low cost, structure are inseparable, and anti-seismic performance is good.

In order to achieve the above object, the utility model adopts the following technical scheme:

an assembled frame building comprises wall boards and beam columns, wherein the wall bodies comprise outer partition boards and inner partition boards, the outer partition boards are embedded in an outer peripheral frame to serve as outer walls, and the inner partition boards are embedded in an inner frame to serve as partition walls;

the beam column comprises a ground beam, a bearing column and a flat beam, the ground beam is poured on a building foundation, the bearing column is vertically poured on the ground beam, the flat beam is arranged at the top end of the bearing column and corresponds to the ground beam, and the beam column is arranged around the wall body.

Furthermore, reinforcing steel bars are arranged in the beam columns, a plurality of reinforcing steel bars are welded to form the required length according to the field requirements, and the reinforcing steel bars are welded into a whole.

Further, the roof plate and the floor slab are further included, the roof plate is arranged at the top of the framework as a roof, and the floor slab is arranged in the middle of the framework as a floor.

The beneficial effects of the utility model reside in that: the utility model discloses not only have frame building construction speed piece, advantage that the comprehensive cost is low is still right through the scene the beam column is pour and is made overall structure durable, has good anti-seismic performance, makes through pouring the beam column simultaneously the beam column with the wall body can combine closely, even the beam column with the junction of wall body can not become flexible easily, improves the building security.

Drawings

Fig. 1 is a plan view structural diagram of the present invention.

Fig. 2 is a side view of the present invention.

Fig. 3 is a cross-sectional view of the ground beam of the present invention.

The reference numbers illustrate: 1-an outer partition plate; 2-inner partition wall board; 3-a ground beam; 4-a heel post; 5-a flat beam; 6-reinforcing steel bars; 9-U type groove.

Detailed Description

Referring to fig. 1-3, the present invention relates to an assembly type frame structure, which comprises wall boards and beam columns, wherein the wall body comprises an outer partition board 1 and an inner partition board 2, the outer partition board is embedded in the outer frame as an outer wall, and the inner partition board is embedded in the inner frame as a partition wall;

the beam column comprises a ground beam 3, a bearing column 4 and a flat beam 5, wherein the ground beam 3 is poured on a building foundation, the bearing column 4 is vertically poured on the ground beam 3, the flat beam 5 is arranged at the top end of the bearing column 4 and corresponds to the ground beam 3, and the beam column surrounds the wall body.

The outer partition board 1 and the inner partition board 2 both play a role in separation and are not used for supporting and bearing.

The wall body is supported by the bearing column 4

Further, all be equipped with reinforcing bar 6 in the beam column, will a plurality of according to the on-the-spot demand the reinforcing bar 6 encloses through the welding into the length that will, just reinforcing bar 6 all welds as a whole.

The utility model discloses an installation method is:

firstly, digging a foundation on site according to the requirements of construction drawings, placing the reinforcing steel bars 6, and casting on site to finally form the ground beam 3; when the ground beam 3 is cast in place, digging a pit on a foundation column pier of the bearing column 4 in advance, embedding the reinforcing steel bars 6, installing the inner partition wall board 2 and the outer partition wall board 1, reserving the position of the bearing column 4 when the wall boards are installed, fixing a right-angle mould and a plane mould which are prepared in advance on the right-angle and the triangular wall boards after the bottom wall boards are installed, then casting concrete on site, fixing the installed wall boards on the installed wall boards by using special flat beam 5 moulds after the concrete is cast on site, placing the reinforcing steel bars 6, then casting the flat beam 5 on site again, finally maintaining and removing the moulds, installing the prefabricated floor on the cast-in-place flat beam 5 again, constructing the inner wall board and the outer wall board on two layers of buildings in the same way, building the bearing column 4 and the flat beam 5 on site again, and finally, installing a floor slab or a roof slab.

When the ground beam 3 is cast in place, firstly, a foundation pit is dug according to a foundation treatment drawing, after the foundation pit is dug and tamped, part of concrete is cast in place, then the reinforcing steel bars 6 are placed in the foundation pit, and pouring is carried out again so as to achieve the level of the foundation and the ground, and in addition, clay bricks can be used for masonry processing.

Before the bearing column 4 is cast in place, a foundation pit is dug below the corresponding bearing column, the reinforcing steel bars 6 are placed in the foundation pit, and the height above the reinforcing steel bars 6 is higher than that of the ground beam 3 so as to be in butt welding with the reinforcing steel bars 6.

Before the flat beam 5 is cast in place, the steel bars 6 for the flat beam 5 and the steel bars 6 for the bearing columns 4 are welded together in advance, so that the ground beam 3, the bearing columns 4 and the flat beam 5 are connected into a whole through welding of the steel bars 6, and the anti-seismic effect is improved.

The outer partition board 1, the inner partition board 2, the roof board and the floor slab are prefabricated in advance in an industrial mode and are installed in a staggered mode transversely, and the problem that the light partition board is prone to cracking is solved; the wall plates are installed firstly, then the beam columns are cast in situ, the inner partition plate and the outer partition plate are embedded in the concrete frame, and the auxiliary supporting function can be achieved, so that the structure is integrated, and the anti-seismic performance is greatly improved; the wallboard is installed firstly, and the flat beam 5 is not blocked, so that the mechanical installation of the wallboard can be realized, the production efficiency is greatly improved, and the labor cost is reduced; the wall plate, the floor plate and the roof plate are produced in a factory in a large scale, and the method has the advantages of high site construction speed, low comprehensive cost and the like.

The external partition board 1 is selected, and the external dimension is 600 × 1200-; the outer partition board 1 can be made into a hollow structure, and can also be made into a solid structure or a sandwich structure; the formula of the manufacturing process comprises 40% of cement, 50% of fly ash, 5% of quicklime, 0.03% of rubber powder, 0.03% of methyl cellulose, 0.03% of water reducing agent, 1% of foaming agent and palm fiber: 5 percent of water and 30 percent of water; the method comprises the steps of uniformly mixing various raw materials and water according to the formula requirement by a horizontal partition board forming machine, then pouring the mixture into the forming machine, and demoulding and maintaining the mixture.

The selected inner partition wall plate 2 has the appearance size of 600 x 1200 x 100; the inner partition wall plate 2 can be made into a hollow structure, a solid structure or a sandwich structure; the formula of the manufacturing process comprises 30% of cement, 60% of fly ash, 5% of quicklime, 0.03% of rubber powder, 0.03% of methyl cellulose, 0.03% of water reducing agent, 3% of foaming agent and palm fiber: 5 percent of water and 30 percent of water; the method comprises the steps of uniformly mixing various raw materials and water according to the formula requirement by a horizontal partition board forming machine, then pouring the mixture into the forming machine, and demoulding and maintaining the mixture.

The selected roof board has the following dimensions: 600 x 3000 x 100; reinforcing steel bars 6 are required to be prepared in the selected roof panel, and can be divided into single-layer reinforcing steel bars and double-layer reinforcing steel bars according to different use performances; the selected roof board can be made into a hollow roof board, and can also be made into a solid roof board or a sandwich roof board; the formula of the manufacturing process comprises 30% of cement, 60% of fly ash, 5% of quicklime, 0.03% of rubber powder, 0.03% of methyl cellulose, 0.03% of water reducing agent, 2% of foaming agent and palm fiber: 5 percent of water and 30 percent of water; the method comprises the steps of uniformly mixing various raw materials and water according to the formula requirement by a horizontal partition board forming machine, then pouring the mixture into the forming machine, and demoulding and maintaining the mixture.

The floor sizes selected are as follows: 600 x (3000-; during processing, firstly processing a steel grid structure, wherein the steel grid structure consists of 2 pieces of 120C-shaped steel along the long edge, 4 round steels with the diameter of 8 are longitudinally arranged between the 120C-shaped steel for two layers, and the round steels with the diameter of 8 are transversely welded with the longitudinal round steels into a whole; the formula of the preparation process comprises 70% of magnesium oxide, 30% of fly ash and magnesium chloride: 5%, water 20%, rubber powder 0.03%, methyl cellulose 0.03%, water reducing agent 0.03%, foaming agent 1%, palm: 5 percent; when in manufacturing, the welded steel net rack is firstly placed into a mould, then stirred concrete is poured according to the formula, and the steel net rack is obtained after curing and demoulding.

The above embodiments are only for describing the preferred embodiments of the present invention, and are not intended to limit the scope of the present invention, and various modifications and improvements made by the technical solution of the present invention by those skilled in the art are all within the scope of the present invention as defined by the claims.

Claims

1. The utility model provides an assembled frame building, contains wallboard and beam column, its characterized in that: the wall body comprises an outer partition plate and an inner partition plate, the outer partition plate is embedded in the peripheral frame to serve as an outer wall, and the inner partition plate is embedded in the inner frame to serve as a partition wall;

2. The fabricated frame building of claim 1, wherein: all be equipped with the reinforcing bar in the beam column, according to the on-the-spot demand with a plurality of the reinforcing bar encloses into required length through the welding, just the reinforcing bar all welds as an organic whole.

3. The fabricated frame building of claim 1, wherein: the roof plate is arranged at the top of the framework as a roof, and the floor plate is arranged in the middle of the framework as a floor.