CN209924130U

CN209924130U - Assembled steel pipe column and pretensioning prestressed concrete beam combined frame structure system

Info

Publication number: CN209924130U
Application number: CN201920471559.0U
Authority: CN
Inventors: 张惠; 唐嘉恒; 顾玉伟; 王冲乐
Original assignee: Nantong Zhonghui Architectural Technology Co Ltd
Current assignee: Nantong Zhonghui Architectural Technology Co Ltd
Priority date: 2019-04-09
Filing date: 2019-04-09
Publication date: 2020-01-10
Anticipated expiration: 2029-04-09

Abstract

The utility model discloses an assembled steel pipe post and pretension prestressed concrete roof beam combination frame construction system, including founding wall, sheet layer and light side fascia, the new node of beam post is all installed to both sides around the founding wall, the inside on sheet layer is provided with strides superimposed sheet greatly, and the sheet layer is located the top of founding the wall, the steel sheet energy dissipation ware is installed to the top of light side fascia, and the light side fascia is located the top on sheet layer. This assembled steel pipe post and the light side fascia that pretension prestressed concrete beam combination frame structure system set up, the light side fascia has higher fire behavior, can effectually alleviate the damage of conflagration to the building, and the thickness of light side fascia thickness relative brick wall is thinner, can effectual increase usable floor area, improve the dampproofing and waterproof performance of building, and strengthen the wholeness of self, better sound-proofing ability has simultaneously, it is comparatively convenient to install, the quality is lighter, it is simple convenient to construct, reduce intensity of labour, accelerate the construction progress.

Description

Assembled steel pipe column and pretensioning prestressed concrete beam combined frame structure system

Technical Field

The utility model relates to an assembly type structure technical field specifically is an assembly type steel pipe post and pretension prestressed concrete beam combination frame structure system.

Background

At present, the overall stability of the steel structure main body of the domestic constructional engineering needs to be enhanced, and the construction operation process is uneven due to the technical advantages of constructors.

The existing concrete beam combined frame has the advantages that the overall stability of the steel structure main body cannot be well improved in the using process, the composition structure is complex, the installation is complex, the construction steps are complex, the construction period is long, the construction is difficult, the using requirements of people cannot be well met, and technical innovation is performed on the basis of the existing concrete beam combined frame according to the conditions.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide an assembled steel pipe post and pretensioning prestressed concrete roof beam combination frame structure system to propose current concrete roof beam combination frame in the use among the solution above-mentioned background art, improvement steel construction main part overall stability that can not be fine, the component structure is comparatively complicated, and the installation is comparatively complicated, and construction steps is comparatively loaded down with trivial details, and the construction cycle is long, and the construction difficulty, the user demand problem that satisfies people that can not be fine.

In order to achieve the above object, the utility model provides a following technical scheme: the assembled steel pipe column and pretensioned prestressed concrete beam combined frame structure system comprises a vertical wall, plate layers and a light external wall plate, wherein beam column new joints are installed on the front side and the rear side of the vertical wall, a large-span laminated plate is arranged inside each plate layer, each plate layer is located above the vertical wall, a steel plate energy dissipater is installed above each light external wall plate, and each light external wall plate is located above each plate layer.

Preferably, the vertical wall is perpendicular to the slab, and the slab is uniformly distributed along the vertical center line direction of the vertical wall.

Preferably, the vertical center line of the plate layer and the vertical center line of the large-span composite slab are coincident with each other.

Preferably, the vertical center line of the lightweight external wall panels is parallel to the vertical wall, and the lightweight external wall panels are symmetrically distributed with respect to the vertical center line of the slab.

Preferably, the new beam-column joint penetrates through the inner part of the slab, and the outer part of the new beam-column joint is of a cylindrical structure.

Preferably, the outer part of the steel plate energy dissipater is of a V-shaped structure, and the vertical center line of the steel plate energy dissipater is perpendicular to the plate layer.

Compared with the prior art, the beneficial effects of the utility model are as follows:

1. the utility model discloses a setting of new node of beam column, the wholeness of new node of beam column is good, simple structure, it is convenient to connect, can effectually reduce the difficulty that meets in the construction, reduce the complicated step of installation, reduce the loaded down with trivial details step of construction, guarantee the fastness of building connection, improve the stability of assembled steel pipe post, the big span superimposed sheet of setting can effectively improve the wholeness of building through big span superimposed sheet, strengthen building self intensity, crack resistance is good, do not increase reinforcing bar consumption, reduce the consumption of template;

2. the utility model discloses a setting of light side fascia, the raw materials that light side fascia used 100% does not contain human harmful substance, have higher fire behavior, can effectually alleviate the damage of conflagration to the building, and the thickness of light side fascia thickness is thinner than the brick wall, can effectual increase usable floor area, and light side fascia can effectually improve the dampproofing and waterproof performance of building, and strengthen self wholeness, have better sound insulation ability simultaneously, it is comparatively convenient to install, the quality is lighter, the construction is simple convenient, reduce intensity of labour, accelerate the construction progress, and the composition of light side fascia has guaranteed that light side fascia itself possesses thermal-insulated and heat retaining function, can let the indoor environment more comfortable;

3. the utility model discloses a setting of steel sheet energy consumer mainly relies on the steel sheet energy consumer to absorb a large amount of seismic energy under the effect of big shake, draws the inside seismic energy of steel sheet energy consumer to the mechanism and the component that set up very much and absorb and dissipate to can protect major structure's safety.

Drawings

FIG. 1 is a schematic view of the structure of the present invention;

FIG. 2 is a schematic structural view of the large-span laminated slab of the present invention;

fig. 3 is the structure schematic diagram of the new node of the beam column of the utility model.

In the figure: 1. erecting a wall; 2. a ply layer; 3. a lightweight external wall panel; 4. new nodes of the beam column; 5. a steel plate energy dissipater; 6. a large span laminated slab.

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 creative work belong to the protection scope of the present invention.

Referring to fig. 1-3, the present invention provides a technical solution: a fabricated steel pipe column and pretensioning prestressed concrete beam combined frame structure system comprises a vertical wall 1, a plate layer 2, a light external wall plate 3, beam column new nodes 4, a steel plate energy dissipater 5 and a large-span laminated slab 6, wherein the beam column new nodes 4 are installed on the front side and the rear side of the vertical wall 1, the beam column new nodes 4 penetrate through the plate layer 2, the outer portions of the beam column new nodes 4 are of cylindrical structures, the integrity of the beam column new nodes 4 is good, the structure is simple, the connection is convenient, difficulties encountered in construction can be effectively reduced, the complex steps of installation are reduced, the complex steps of construction are reduced, the firmness of building connection is guaranteed, and the stability of the fabricated steel pipe column is improved;

the vertical wall is characterized in that a plate layer 2 is arranged above a vertical wall 1, a large-span laminated slab 6 is arranged in the plate layer 2, the vertical wall 1 is perpendicular to the plate layer 2, the plate layers 2 are uniformly distributed along the vertical central line direction of the vertical wall 1, the vertical central line of the plate layer 2 and the vertical central line of the large-span laminated slab 6 are overlapped with each other, the integrity of a building can be effectively improved through the large-span laminated slab 6, the strength of the building is enhanced, the crack resistance is good, the consumption of reinforcing steel bars is not increased, the consumption of templates is reduced, a light outer wall plate 3 is arranged above the plate layer 2, an energy-consuming steel plate device 5 is arranged above the light outer wall plate 3, the vertical central line of the light outer wall plate 3 is parallel to the vertical wall 1, the light outer wall plate 3 is symmetrically distributed about the vertical central line of the plate layer 2, 100% of raw materials, the damage of fire to a building can be effectively reduced, the thickness of the light external wall panel 3 is thinner than that of a 120-brick wall, the use area can be effectively increased, the moisture-proof and waterproof performance of the building can be effectively improved by the light external wall panel 3, the integrity of the light external wall panel 3 is enhanced, the light external wall panel has good sound insulation capacity, is convenient to install, light in weight, simple and convenient to construct, reduces the labor intensity, accelerates the construction progress, and the light external wall panel 3 has the functions of heat insulation and heat preservation and can make the indoor environment more comfortable;

the steel plate energy dissipator 5 is in a V-shaped structure, the vertical central line of the steel plate energy dissipator 5 is perpendicular to the plate layer 2, a large amount of seismic energy is absorbed by the steel plate energy dissipator 5 under the action of a large earthquake, and the seismic energy in the steel plate energy dissipator 5 is guided to specially-arranged mechanisms and elements to be absorbed and dissipated, so that the safety of the main structure can be protected.

The working principle is as follows: when the assembled steel pipe column and the pretensioned prestressed concrete beam combined frame structure system is used, firstly, the integrity of a building can be effectively improved through the long-span laminated slab 6, the strength of the building is enhanced, the crack resistance is good, the consumption of reinforcing steel bars is not increased, and the consumption of templates is reduced;

secondly, the integrity of the new beam-column joint 4 is good, the structure is simple, the connection is convenient, the difficulty in construction can be effectively reduced, the complex steps of installation are reduced, and the complicated steps of construction are reduced, then 100% of raw materials used by the light external wall panel 3 do not contain substances harmful to human bodies, the fireproof performance is high, the damage of fire to the building can be effectively reduced, the thickness of the light external wall panel 3 is smaller than that of a 120-brick wall, the use area can be effectively increased, the moisture-proof and waterproof performance of the building can be effectively improved through the light external wall panel 3, the integrity of the building can be enhanced, and meanwhile, the sound insulation performance is good;

finally, under the action of a large earthquake, the steel plate energy dissipater 5 is mainly used for absorbing a large amount of earthquake energy, and the earthquake energy in the steel plate energy dissipater 5 is led to a specially arranged mechanism and an element for absorbing and dissipating, so that the safety of the main body structure can be protected, and the working principle of the assembly type steel pipe column and pretensioning prestressed concrete beam combined frame structure system is the working principle.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides an assembled steel pipe post and pretension prestressed concrete roof beam combination frame structure system, includes vertical wall (1), sheet layer (2) and light side fascia (3), its characterized in that: the novel beam column node (4) are all installed to both sides around the upright wall (1), the inside of sheet layer (2) is provided with strides superimposed sheet (6) greatly, and sheet layer (2) are located the top of founding wall (1), steel sheet power dissipation ware (5) are installed to the top of light side fascia (3), and light side fascia (3) are located the top of sheet layer (2).

2. The assembled steel pipe column and pretensioned prestressed concrete beam combined frame structure system according to claim 1, wherein: the vertical wall (1) is perpendicular to the slab (2), and the slabs (2) are uniformly distributed along the vertical central line direction of the vertical wall (1).

3. The assembled steel pipe column and pretensioned prestressed concrete beam combined frame structure system according to claim 1, wherein: the vertical center line of the plate layer (2) and the vertical center line of the large-span composite slab (6) are overlapped with each other.

4. The assembled steel pipe column and pretensioned prestressed concrete beam combined frame structure system according to claim 1, wherein: the vertical center line of the light external wall panels (3) is parallel to the vertical wall (1), and the light external wall panels (3) are symmetrically distributed about the vertical center line of the plate layer (2).

5. The assembled steel pipe column and pretensioned prestressed concrete beam combined frame structure system according to claim 1, wherein: the new beam-column joint (4) penetrates through the inner part of the slab layer (2), and the outer part of the new beam-column joint (4) is of a cylindrical structure.

6. The assembled steel pipe column and pretensioned prestressed concrete beam combined frame structure system according to claim 1, wherein: the outside of the steel plate energy dissipator (5) is of a V-shaped structure, and the vertical center line of the steel plate energy dissipator (5) is perpendicular to the plate layer (2).