CN-121992870-A - Ultra-high performance concrete steel connection node frame structure

Abstract

The invention provides an ultra-high performance concrete steel connection node frame structure, and relates to the technical field of building structures. The combined beam comprises a beam body, a beam body and a column body, wherein the beam body and the column body are formed by ultra-high performance concrete, and the connecting nodes are formed by steel materials. The beam main body and the column main body which are formed by ultra-high performance concrete are used as stress main bodies of the frame structure, the connecting nodes which are formed by steel materials are used as core connecting parts, and the material advantages are complemented by the combined design of the beam main body and the column main body, and the advantages of the steel and the concrete structure are considered. The advantages of rapid construction, short construction period, high cyclic utilization rate and low carbon of the steel structure are inherited, the characteristics of fire resistance, durability and low manufacturing cost of the concrete structure are reserved, and the two are cooperated, so that the frame has good structural strength, the space can be saved, the shock resistance can be improved, and the structural safety can be ensured.

Inventors

• NI KUN
• TONG LIN
• SUN JIABI
• CHEN XIWANG
• LIANG XU

Assignees

• 北京建工新型建材有限责任公司

Dates

Publication Date

20260508

Application Date

20260326

Claims (10)

1. 1. The utility model provides a super high performance concrete steel connected node frame construction, its characterized in that, including combination beam (1), combination post (2) and connected node (3), the tip of combination beam (1) and the tip of combination post (2) with connected node (3) are connected, combination beam (1) include beam body (11), combination post (2) include post main part (21), beam body (11) and post main part (21) are by super high performance concrete constitution, connected node (3) are by steel constitution.
2. 2. Ultra-high performance concrete steel connection node frame structure according to claim 1, characterized in that the connection node (3) comprises a node body (31), beam connection parts (32) and column connection parts (33), at least one of the beam connection parts (32) being connected to the side of the node body (31), one of the column connection parts (33) being connected to the top and/or bottom of the node body (31).
3. 3. The ultra-high performance concrete steel connection node frame structure according to claim 2, wherein the composite beam (1) further comprises beam connectors (12), two ends of the beam main body (11) are respectively connected with one beam connector (12), the beam connectors (12) are made of steel, and any one end of the beam main body (11) can be connected with the corresponding beam connection part (32) on the connection node (3) through the corresponding beam connector (12).
4. 4. The ultra-high performance concrete steel connection node frame structure according to claim 2, wherein the composite column (2) further comprises column connectors (22), two ends of the column main body (21) are respectively connected with one column connector (22), the column connectors (22) are made of steel, and any one end of the column main body (21) can be connected with the corresponding column connecting part (33) on the connection node (3) through the corresponding column connector (22).
5. 5. The ultra-high performance concrete steel connection node frame structure according to claim 1, wherein the beam main body (11) has a standard H-type or H-like cross-section, and the lower flange plate of the beam main body (11) is provided with a tensile member (111).
6. 6. The ultra-high performance concrete steel connection node frame structure according to claim 1, wherein the column main body (21) has a cross-sectional shape of a hollow square or a solid square, and the column main body (21) is internally provided with a reinforcing member (211).
7. 7. The ultra-high performance concrete steel connection node frame structure according to claim 3, wherein the beam connector (12) comprises a beam connection section (121) and a first node connection section (122) which are connected, the beam connection section (121) is connected with the end part of the beam main body (11), an anchor bolt for connection is preset in the beam connection section (121), the first node connection section (122) and the beam connection part (32) form a plug connection, and a connection hole for connection is preset in the first node connection section (122).
8. 8. The ultra-high performance concrete steel connection node frame structure according to claim 4, wherein the column connector (22) comprises a column connection section (221) and a second node connection section (222) which are connected, the column connection section (221) is connected with the end part of the column main body (21), an anchor bolt for connection is preset in the column connection section (221), the second node connection section (222) is in butt joint with the column connection part (33), and a connection hole for connection is preset in the second node connection section (222).
9. 9. The ultra-high performance concrete steel connection node frame structure according to claim 2, further comprising a composite diagonal brace (4), an end of the composite diagonal brace (4) being connected to the connection node (3), the composite diagonal brace (4) comprising a diagonal brace body (41), the diagonal brace body (41) being composed of ultra-high performance concrete.
10. 10. The ultra-high performance concrete steel connection node frame structure according to claim 9, wherein the connection node (3) further comprises diagonal bracing connection parts (34), at least one of the diagonal bracing connection parts (34) being connected to a side of the node body (31); The combined diagonal brace (4) further comprises diagonal brace connectors (42), two ends of the diagonal brace main body (41) are respectively connected with one diagonal brace connector (42), the diagonal brace connectors (42) are made of steel, and any one end of the diagonal brace main body (41) can be connected with the corresponding diagonal brace connecting portion (34) on the connecting node (3) through the corresponding diagonal brace connectors (42).

Description

Ultra-high performance concrete steel connection node frame structure Technical Field The invention relates to the technical field of building structures, in particular to an ultra-high-performance concrete steel connecting node frame structure. Background In the field of building engineering, a frame structure is one of the most widely applied structural forms, and currently, the main stream of frame structures is mainly divided into two main types of steel structure frames and concrete structure frames, but the two types of structures have technical defects which are difficult to overcome respectively, and the comprehensive requirements of building engineering on manufacturing cost, construction efficiency, fireproof performance, durability and environmental protection cannot be met at the same time, so that popularization and application of the frame structure in various building scenes are limited. The traditional steel structure building has the remarkable advantages of light weight, high construction efficiency, short construction period, high recycling rate and low carbon emission of the components, is widely applied to large-span, high-rise and industrial buildings, but simultaneously has outstanding technical short plates, namely, on one hand, the steel structure material is relatively high in cost, so that the overall building cost is relatively high, the engineering investment cost is increased, on the other hand, the steel is relatively poor in fireproof performance, easy to deform and unstably occur in a high-temperature environment, complex fireproof protection measures are required to be additionally arranged, the construction difficulty and the construction cost are further increased, and in addition, the steel is easy to rust and corrode in the natural environment after long-term exposure, so that the structural durability is reduced, the maintenance is required to be regularly carried out, and the subsequent maintenance cost is relatively high. Compared with a steel structure, the traditional concrete structure has the advantages of good fireproof performance, excellent durability and relatively low manufacturing cost, is widely applied to civil buildings and multi-layer buildings, but has obvious defects that the construction process of the concrete structure is complex, the on-site pouring workload is large, the construction speed is slow, the engineering requirements of a short construction period are difficult to meet, meanwhile, the recycling difficulty of concrete structure materials is high, the recycling proportion is low, the construction wastes generated after the building is dismantled are difficult to effectively recycle, the resource waste is caused, and in addition, a large amount of carbon emission is generated in the concrete production process, so that the method does not accord with the current industry trend of green building and low-carbon development. In order to take account of the advantages of the steel structure and the concrete structure and overcome the defects of the steel structure and the concrete structure, the skilled person tries to develop a combined structure, but the existing combined structure adopts common concrete and steel for simple combination, and the core advantages of the two materials cannot be fully exerted, so that either the manufacturing cost cannot be effectively reduced, the fireproof performance and the durability cannot be improved, or the construction efficiency and the structural stability cannot be guaranteed, and various problems of the traditional structure cannot be fundamentally solved. Disclosure of Invention The invention aims to provide an ultra-high performance concrete steel connection node frame structure so as to solve the technical problems in the prior art. The preferred technical solutions of the technical solutions provided by the present invention can produce a plurality of technical effects described below. In order to achieve the above purpose, the present invention provides the following technical solutions: The utility model provides a super high performance concrete steel connected node frame construction, includes composite beam, composite column and connected node, the tip of composite beam and the tip of composite column with connected node is connected, the composite beam includes the roof beam main part, the composite column includes the post main part, the roof beam main part and the post main part comprises super high performance concrete, connected node comprises steel. Preferably, the connection node comprises a node body, beam connection parts and column connection parts, at least one of the beam connection parts is connected to the side part of the node body, and one of the column connection parts is connected to the top and/or bottom of the node body. Preferably, the composite beam further comprises beam connectors, two ends of the beam main body are respectively connected with one beam connector, the