CN218580857U

CN218580857U - Novel large-space high-bearing multilayer structure

Info

Publication number: CN218580857U
Application number: CN202221051047.7U
Authority: CN
Inventors: 谢肖礼; 李勇; 陆励
Original assignee: Guangxi Fuzhu Real Estate Co ltd
Current assignee: Guangxi Fuzhu Real Estate Co ltd
Priority date: 2022-05-05
Filing date: 2022-05-05
Publication date: 2023-03-07
Anticipated expiration: 2032-05-05

Abstract

The utility model discloses a novel big space height bears multilayer structure, the reinforced concrete upper prop body including two sets of symmetric distributions is two sets of reinforced concrete upper prop is by reinforced concrete lower prop, reinforced concrete center pillar and reinforced concrete upper prop component, and is two sets of be provided with down the arch rib between the top of reinforced concrete lower prop. The utility model discloses in, many last steel web members, the triangle-shaped network structure who forms between the lower steel web member has the bearing capacity and the stability of high strength, triangular net and crossbeam and last arch rib, lower arch rib has formed the continuous triangle-shaped of series, make the linear rigidity of crossbeam and arch rib all obtain effectual promotion, thereby improve the local rigidity and the global rigidity of structure, compare with traditional same type (height, span) frame reinforced concrete structure or steel construction design, this application has reduced more than 20% at steel or concrete building materials quantity, accord with national green, the low carbon, the environmental protection, energy-conservation, the requirement of festival material, and assemble simply, the maximize has reduced construction cost and engineering time.

Description

Novel large-space high-bearing multilayer structure

Technical Field

The utility model relates to a building technical field especially relates to a novel big high multilayer structure that bears in space.

Background

Some big space building systems at present adopt reinforced concrete structure to accomplish the building body and build usually, and its structure of traditional big space building is mostly horizontal longitudinal beam structure usually, but need invest more materials in order to guarantee the holistic stability of this kind of building structure and crushing resistance, increases manpower and material resources simultaneously, leads to the time limit for a project longer, and engineering cost is higher.

SUMMERY OF THE UTILITY MODEL

The utility model aims to provide a: in order to solve the problems, a novel large-space high-bearing multilayer structure is provided.

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

the utility model provides a novel big space height bears multilayer structure, includes two sets of symmetric distribution's reinforced concrete upper column body, two sets of reinforced concrete upper column is by reinforced concrete lower column, reinforced concrete center pillar and reinforced concrete upper column constitution, and is two sets of be provided with down the arch rib between the top of reinforced concrete lower column, and is two sets of be provided with the girder between the top of reinforced concrete center pillar, be provided with reinforced concrete floor on the girder, be provided with many lower web members between girder and the lower arch rib, two sets of be provided with the arch rib between the top of reinforced concrete upper column, two sets of the top of reinforced concrete upper column all is provided with the down tube, and is two sets of be provided with many chord members between the top of down tube, be provided with the photovoltaic board roofing on many chord members, be provided with the web member between chord member and the last arch rib.

Preferably, the main beam is made of reinforced concrete materials or steel pipe materials internally filled with concrete and has a rectangular cross section.

Preferably, the two groups of reinforced concrete upper columns are both made of reinforced concrete materials or steel pipe materials internally filled with concrete, and are rectangular in box-shaped section.

Preferably, the lower arch rib, the lower web member, the diagonal member, the upper web member and the chord member are all made of reinforced concrete materials or steel pipe materials with concrete filled therein and have rectangular or round structures.

Preferably, the chords and main beams are each comprised of transverse beams and longitudinal beams.

Preferably, the two chords are connected to form a beam, the two upper arch ribs and the two lower arch ribs form transverse links respectively, the transverse links are connected in a K-shaped combination mode, and the beam and the transverse links are both steel box-shaped sections.

To sum up, owing to adopted above-mentioned technical scheme, the beneficial effects of the utility model are that:

1. in this application, many last steel web members, the triangle-shaped network structure that forms between the lower steel web member has the bearing capacity and the stability of high strength, triangular net and crossbeam and last arch rib, the arch rib has formed the continuous triangle-shaped of series down, make the linear rigidity of crossbeam and arch rib all obtain effectual promotion, thereby improve the local rigidity and the global rigidity of structure, compare with traditional same type (height, span) frame reinforced concrete structure or steel construction design, this application has reduced more than 20% at steel or concrete building materials quantity, accord with national green, the low carbon, the environmental protection, energy-conservation, the requirement of festival material, and the assembly is simple, the maximize has reduced construction cost and engineering time.

2. In this application, both can utilize top layer photovoltaic frame partial structure as independent building, also can several layers coincide and constitute the high building structure that bears of multilayer, can carry out reasonable adjustment according to specifically using the place, improved the high multiple use that bears multilayer structure in big space.

Drawings

Fig. 1 shows a schematic perspective view of a novel large-space high-load multilayer structure provided according to an embodiment of the present invention;

fig. 2 is a schematic front view illustrating a novel large-space high-load multilayer structure provided according to an embodiment of the present invention;

fig. 3 is a schematic side view illustrating a novel large-space high-load multilayer structure provided according to an embodiment of the present invention;

fig. 4 shows a schematic diagram of a truss arch photovoltaic frame with a novel large space and a high load-bearing multilayer structure provided by the embodiment of the invention.

Illustration of the drawings:

1. a reinforced concrete lower column; 2. a reinforced concrete center column; 3. putting the reinforced concrete on the column; 4. a lower arch rib; 5. a lower steel web member; 6. reinforced concrete floor; 7. a diagonal rod; 8. an upper arch rib; 9. a photovoltaic panel roof; 10. feeding a steel web member; 11. a main beam; 12. a chord member.

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 of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts belong to the protection scope of the present invention.

Referring to fig. 1-4, the present invention provides a technical solution:

a novel large-space high-bearing multilayer structure comprises two groups of reinforced concrete upper columns which are symmetrically distributed, wherein each group of reinforced concrete upper columns consists of a reinforced concrete lower column 1, a reinforced concrete middle column 2 and a reinforced concrete upper column 3, a lower arch rib 4 is arranged between the tops of the two groups of reinforced concrete lower columns 1, a main beam 11 is arranged between the tops of the two groups of reinforced concrete middle columns 2, a reinforced concrete floor 6 is arranged on the main beam 11, a plurality of lower steel web members 5 are arranged between the main beam 11 and the lower arch ribs 4, a triangular net-shaped structure is formed between the plurality of lower steel web members 5, an upper arch rib 8 is arranged between the tops of the two groups of reinforced concrete upper columns 3, oblique rods 7 are arranged at the tops of the two groups of oblique rods 7, a plurality of chord members 12 are arranged between the tops of the two groups of oblique rods 7, a photovoltaic panel roof 9 is arranged on the plurality of chord members 12, the photovoltaic panel roof 9 adopts a slope surface, the photovoltaic power generation equipment is favorably installed and meets the drainage effect, an upper steel web member 10 is arranged between the chord members 12 and the upper arch rib 8, a triangular structure has high strength, and high-bearing double-arch-leg-arch-truss structure is formed without high-arch-truss-leg bearing double-arch structure;

specifically, as shown in fig. 3, the two groups of reinforced concrete upper columns are both made of reinforced concrete materials or steel pipe materials internally filled with concrete, and each reinforced concrete upper column is rectangular in box-shaped section and enhances the support strength of the reinforced concrete upper column.

Specifically, as shown in fig. 1, the lower arch rib 4, the lower web member 5, the diagonal member 7, the upper web member 10, and the chord member 12 are all made of reinforced concrete material or steel pipe material with concrete injected therein, and have a rectangular or circular structure.

Specifically, as shown in fig. 3, the chords 12 and the main beams 11 are both composed of transverse beams and longitudinal beams, which is beneficial to improving the wind resistance, compression resistance and seismic strength of the photovoltaic panel roof 9 and the reinforced concrete floor 6 as a whole.

Specifically, as shown in fig. 3, two chords 12 are connected to form a beam, two upper arch ribs 8 and two lower arch ribs 4 form transverse links respectively, the transverse links are connected in a K-shaped combination mode, the beam and the transverse links are all steel box-shaped sections, and a triangular net, the beam, the upper arch ribs 8 and the lower arch ribs 4 form a series of continuous triangles, so that the linear rigidity of the beam and the arch ribs is effectively improved due to the good stability of the triangles, and the local rigidity and the overall rigidity of the structure are improved.

This application both can utilize top layer photovoltaic frame part structure as independent building, also can several layers coincide to form the high building structure that bears of multilayer, all belong to the protection range of this patent, wherein, top layer photovoltaic frame part of structure encircles as novel truss, as shown in fig. 4, is the utility model discloses a component, it both can regard as the structure of taking photovoltaic power generation's individual layer factory building or aircraft storehouse, also can be used to erect photovoltaic frame above the open channel in the diversion engineering and carry out photovoltaic power generation to and cover the lake, the highway, the top of regions such as coastal mud flat erects photovoltaic frame and carry out photovoltaic power generation, this novel truss encircles photovoltaic frame and all belongs to the protection range of this patent.

Specifically, as shown in fig. 3, the main beam 11 is made of a reinforced concrete material or a steel pipe material with concrete injected therein, and has a rectangular cross section, so as to improve the strength of the main beam 11.

In summary, according to the novel large-space high-bearing multilayer structure provided by the embodiment, the triangular net structure formed between the upper steel web members 10 and the lower steel web members 5 has high-strength bearing capacity and stability, the triangular net, the cross beam, the upper arch rib 8 and the lower arch rib 4 form a series of continuous triangles, so that the linear rigidity of the cross beam and the arch rib is effectively improved, the local rigidity and the overall rigidity of the structure are improved, compared with the traditional same type (height and span) of frame reinforced concrete or steel structure design, the application reduces the consumption of steel or concrete building materials by more than 20%, and meets the national requirements of green, low carbon, environmental protection, energy conservation and material conservation, and the novel large-space high-bearing multilayer structure is simple to assemble, high in structural overall strength, good in stability, high in bearing capacity, and maximally reduces the construction cost and the construction time.

The previous description of the embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.

Claims

1. The utility model provides a novel big space height bears multilayer structure, its characterized in that, it is including two sets of symmetric distribution's reinforced concrete upper column body, two sets of reinforced concrete upper column is by reinforced concrete lower column (1), reinforced concrete center pillar (2) and reinforced concrete upper column (3) are constituteed, two sets of be provided with down arch rib (4) between the top of reinforced concrete lower column (1), two sets of be provided with girder (11) between the top of reinforced concrete center pillar (2), be provided with reinforced concrete floor (6) on girder (11), be provided with many down web members (5) between girder (11) and lower arch rib (4), two sets of be provided with between the top of reinforced concrete upper column (3) arch rib (8), two sets of the top of reinforced concrete upper column (3) all is provided with down member (7), two sets of be provided with many chord member (12) between the top of down chord member (7), be provided with photovoltaic board roofing (9) on many chord member (12), be provided with last steel web member (10) between upper rib (12) and the upper rib (8).

2. A novel large-space high-bearing multilayer structure as claimed in claim 1, wherein the main beam (11) is made of reinforced concrete material or steel pipe material with concrete injected therein and has a rectangular cross section.

3. A novel large-space high-bearing multi-layer structure as claimed in claim 1, wherein the two sets of reinforced concrete upper columns are made of reinforced concrete material or steel pipe material with concrete injected therein, and are rectangular in box section.

4. A novel large-space high-load-bearing multilayer structure as claimed in claim 1, wherein the lower arch rib (4), the lower web member (5), the diagonal member (7), the upper web member (10) and the chord member (12) are all made of reinforced concrete material or steel pipe material with concrete injected therein, and are of rectangular or circular structure.

5. A novel large space high load-bearing multilayer structure according to claim 1, characterized in that the chords (12) and main beams (11) are both composed of transverse beams and longitudinal beams.

6. A novel large-space high-bearing multi-layer structure as claimed in claim 1, wherein two chords (12) are connected to form a beam, two upper arch ribs (8) and two lower arch ribs (4) form cross-links respectively, the cross-links are connected in a K-type combination mode, and the beam and the cross-links are all steel box-shaped sections.