CN216740085U - Assembled baffle link up I shape beam column steel node structure - Google Patents

Assembled baffle link up I shape beam column steel node structure Download PDF

Info

Publication number
CN216740085U
CN216740085U CN202220025399.9U CN202220025399U CN216740085U CN 216740085 U CN216740085 U CN 216740085U CN 202220025399 U CN202220025399 U CN 202220025399U CN 216740085 U CN216740085 U CN 216740085U
Authority
CN
China
Prior art keywords
shaped steel
shaped
column
partition plate
assembly type
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN202220025399.9U
Other languages
Chinese (zh)
Inventor
金路
林子轩
田大可
孙明轩
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shenyang Jianzhu University
Original Assignee
Shenyang Jianzhu University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shenyang Jianzhu University filed Critical Shenyang Jianzhu University
Priority to CN202220025399.9U priority Critical patent/CN216740085U/en
Application granted granted Critical
Publication of CN216740085U publication Critical patent/CN216740085U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

The utility model belongs to the field of building construction, and particularly relates to an assembled partition plate through H-shaped beam-column steel node structure, wherein a plurality of bolt holes are formed in two sides of the assembled partition plate; the U-shaped grooves are symmetrically arranged between the two assembly type partition plates in a C shape, and a plurality of bolt holes are formed in two surfaces, in contact with the assembly type partition plates, of the U-shaped grooves; forming an upper I-shaped steel column, a lower I-shaped steel column and the assembly type partition plate into a whole by welding; a plurality of bolt holes are arranged on the upper flange plate and the lower flange plate at one end of the I-shaped steel beam, the I-shaped steel beam is inserted into the U-shaped groove, and the I-shaped steel beam and the I-shaped steel column form a whole body by passing through the assembly type partition plate and the U-shaped groove through high-strength bolts. The utility model discloses the node passes power reasonable reliable, and design, manufacturing standardization, it is accurate convenient to install, is applicable to the assembled connection of I shaped steel post and I shaped steel roof beam structure, and the node ductility of the utility model is good simultaneously, and the shock resistance power consumption ability is strong.

Description

Assembled baffle link up I shape beam column steel node structure
Technical Field
The utility model belongs to the technical field of constructional engineering, and particularly relates to an assembled partition plate through H-shaped beam-column steel node structure.
Background
With the rapid development of the social and economic level and the scientific technology, steel structure buildings gradually become one of the most widely applied structural types, and compared with other building structural forms, the steel structure has the advantages of high strength, uniform material quality, light weight, strong plasticity and toughness and excellent earthquake resistance. The steel structure beam column node is a very important part in the structure, the beam column connecting node is a very important design link in the steel frame structure, and the overall performance of the structural system is closely related to the node performance.
The welding forms are more in the beam column connected node, but the construction condition of welding requires more strictly, and the fragility is high, easily produces the destruction, if adopt many weldability nodes in steel construction building, then inevitable production potential safety hazard and unnecessary detection and transportation cost.
SUMMERY OF THE UTILITY MODEL
The utility model provides an assembled partition plate through H-shaped beam-column steel node structure, which has the following specific technical scheme:
a fabricated partition plate through H-shaped beam column steel node structure comprises an upper H-shaped steel column, a lower H-shaped steel column, an H-shaped steel beam, a fabricated partition plate, a U-shaped groove and a high-strength bolt;
a plurality of bolt holes are formed in the two sides of the assembled partition plate;
the U-shaped grooves are symmetrically arranged between the two assembly type partition plates in a C shape, and a plurality of bolt holes are formed in two surfaces, in contact with the assembly type partition plates, of the U-shaped grooves;
the upper I-shaped steel column and the lower I-shaped steel column are arranged on the assembly type partition plate right above and below the two U-shaped grooves, and the upper I-shaped steel column, the lower I-shaped steel column and the assembly type partition plate are integrated through welding;
the upper flange plate and the lower flange plate at one end of the I-shaped steel beam are provided with a plurality of bolt holes, the I-shaped steel beam is inserted into the U-shaped groove, and the high-strength bolts penetrate through the assembled partition plate and the U-shaped groove to be connected with the I-shaped steel beam, so that the I-shaped steel beam and the I-shaped steel column form a whole.
The assembled partition plate penetrating through the I-shaped beam-column steel node structure has the advantages that the number of the U-shaped grooves is consistent with that of the bolt holes formed in the assembled partition plate and the I-shaped steel beam, and the U-shaped grooves correspond to the bolt holes in the I-shaped steel beam one by one.
The assembled partition plate runs through an I-shaped beam column steel node structure, and the preferable scheme is that the U-shaped groove and the edges of two sides between the assembled partition plate and the I-shaped beam are arranged on a horizontal line in a flush mode.
The contact positions of the inner sides of the flange plates of the upper I-shaped steel column and the lower I-shaped steel column and the assembly type partition are welding positions.
The utility model has the beneficial effects that:
the assembled partition plate penetrates through the I-shaped beam-column steel node structure, can be assembled in a factory and can be directly used on site; the installation is convenient, the stress distribution is even, the intensity is high, and the bearing capacity and the stability can meet the technical requirements. The technical scheme of the utility model is environment-friendly, economical, reasonable in structure and high in installation speed, reduces the number of welding nodes, is easier to control construction quality, reasonably accelerates the construction period of the assembled beam column steel nodes, improves the ductility of the beam column nodes, has a reinforcing effect and improves the bearing capacity by arranging the through assembled partition plates above the U-shaped grooves, so that the structure is stable, the integrity is better, and the healthy development of the domestic building industry is facilitated.
Drawings
FIG. 1 is a perspective view of a fabricated partition plate through H-shaped beam-column steel node structure;
FIG. 2 is a front view of an assembled partition plate through I-shaped beam-column steel node structure;
FIG. 3 is a perspective view of each part of an assembled partition plate penetrating H-shaped beam-column steel joint;
FIG. 4 is a front view of an assembled diaphragm, U-shaped groove and high-strength bolt connection.
In the figure: 1 a-upper I-shaped steel column, 1 b-lower I-shaped steel column, 2-I-shaped steel beam, 3-assembly type partition plate, 4-U-shaped groove, 5-high-strength bolt and 6-welding position.
Detailed Description
As shown in fig. 1-4, an assembled partition plate through i-shaped beam-column steel node structure comprises an upper i-shaped steel column 1a, a lower i-shaped steel column 1b, an i-shaped steel beam 2, an assembled partition plate 3, a U-shaped groove 4 and a high-strength bolt 5;
a plurality of bolt holes are formed in the two sides of the assembly type partition plate 3;
the U-shaped grooves 4 are symmetrically arranged between the two assembly type partition plates 3 in a C shape, and a plurality of bolt holes are formed in two surfaces, in contact with the assembly type partition plates 3, of the U-shaped grooves 4;
the upper I-shaped steel column 1a and the lower I-shaped steel column 1b are arranged on the assembly type partition plate 3 right above and below the two U-shaped grooves 4, and the upper I-shaped steel column 1a, the lower I-shaped steel column 1b and the assembly type partition plate 3 are integrated through welding;
a plurality of bolt holes are formed in the upper flange plate and the lower flange plate at one end of the I-shaped steel beam 2, the I-shaped steel beam 2 is inserted into the U-shaped groove 4, and the high-strength bolts 5 penetrate through the assembly type partition plate 3 and the U-shaped groove 4 to be connected with the I-shaped steel beam 2, so that the I-shaped steel beam 2, the upper I-shaped steel column 1a and the lower I-shaped steel column 1b form a whole.
U type recess 4 is unanimous with the bolt hole quantity that sets up on assembled baffle 3, the I-shaped steel roof beam 2, and one-to-one.
The U-shaped groove 4 is arranged on a horizontal line with equal parallel and level at the edges of two sides among the assembly type partition plate 3 and the I-shaped steel beam 2.
The contact positions of the inner sides of the flange plates of the upper I-shaped steel column 1a and the lower I-shaped steel column 1b and the assembly type partition plate 3 are welding positions 6.

Claims (4)

1. The utility model provides an assembled baffle link up I shape beam column steel node structure which characterized in that: the steel beam assembly comprises an upper I-shaped steel column, a lower I-shaped steel column, an I-shaped steel beam, an assembly type partition plate, a U-shaped groove and a high-strength bolt;
a plurality of bolt holes are formed in the two sides of the assembled partition plate;
the U-shaped grooves are symmetrically arranged between the two assembly type partition plates in a C shape, and a plurality of bolt holes are formed in two surfaces, in contact with the assembly type partition plates, of the U-shaped grooves;
the upper I-shaped steel column and the lower I-shaped steel column are arranged on the assembly type partition plate right above and below the two U-shaped grooves, and the upper I-shaped steel column, the lower I-shaped steel column and the assembly type partition plate are integrated through welding;
the upper flange plate and the lower flange plate at one end of the I-shaped steel beam are provided with a plurality of bolt holes, the I-shaped steel beam is inserted into the U-shaped groove, and the high-strength bolts penetrate through the assembled partition plate and the U-shaped groove to be connected with the I-shaped steel beam, so that the I-shaped steel beam and the I-shaped steel column form a whole.
2. The fabricated partition through i-beam-column steel node structure of claim 1, wherein: the U-shaped groove is consistent with the bolt holes formed in the assembly type partition plate and the I-shaped steel beam in number and corresponds to the bolt holes one to one.
3. The fabricated partition through i-beam-column steel node structure of claim 1, wherein: the U-shaped groove is flush with the edges of the two sides of the assembly type partition plate and the I-shaped steel beam and arranged on a horizontal line.
4. The fabricated partition through i-beam-column steel node structure of claim 1, wherein: the contact positions of the inner sides of the two flange plates of the upper I-shaped steel column and the lower I-shaped steel column and the assembled partition plate are welding positions.
CN202220025399.9U 2022-01-07 2022-01-07 Assembled baffle link up I shape beam column steel node structure Expired - Fee Related CN216740085U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202220025399.9U CN216740085U (en) 2022-01-07 2022-01-07 Assembled baffle link up I shape beam column steel node structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202220025399.9U CN216740085U (en) 2022-01-07 2022-01-07 Assembled baffle link up I shape beam column steel node structure

Publications (1)

Publication Number Publication Date
CN216740085U true CN216740085U (en) 2022-06-14

Family

ID=81912753

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202220025399.9U Expired - Fee Related CN216740085U (en) 2022-01-07 2022-01-07 Assembled baffle link up I shape beam column steel node structure

Country Status (1)

Country Link
CN (1) CN216740085U (en)

Similar Documents

Publication Publication Date Title
US10914061B1 (en) Assembled slab steel-wood composite joint and assembly method thereof
CN214738828U (en) Steel construction assembled beam column connected node device
CN209874053U (en) Fast-assembly type H-shaped steel concrete beam column connecting node
CN110195469A (en) A kind of energy consumption steel bean column node for prefabricated assembling type reinforced concrete frame structure
CN209874079U (en) Quick-assembly type T-shaped steel concrete column-reinforced concrete beam connecting node
CN204753812U (en) Reinforced concrete frame structure
CN216740085U (en) Assembled baffle link up I shape beam column steel node structure
CN111270763A (en) Assembled concrete frame structure beam column with connected node
CN218540955U (en) Friction energy consumption type section steel hidden corbel concrete beam column connecting node
CN216195508U (en) Assembled dysmorphism post and girder steel connected node structure
CN217053744U (en) Square steel pipe column-H shaped steel roof beam connected node
CN214833403U (en) Steel pipe concrete special-shaped column connection node structure for building engineering
CN216108977U (en) Assembled square steel pipe column-H shaped steel roof beam-baffle link up node
CN209941897U (en) Quick-assembly type T-shaped steel concrete beam column connecting node
CN114809324A (en) Assembled steel wood integrated configuration
CN214194960U (en) Assembled building steel structure construction equipment
CN211143311U (en) Bolted steel structure building frame structure formed by combined steel beam columns
CN211171576U (en) Connecting structure of box column and box beam with unequal heights
CN210459529U (en) Bamboo-wood building beam column CFRP steel node
CN109025062B (en) Special-shaped multi-cavity steel-concrete combined column
CN219992881U (en) Steel rib column structure connected with steel beam and concrete beam simultaneously
CN220953831U (en) Double steel plate-concrete mortise and tenon type beam column T-shaped assembly type node
CN219491272U (en) Energy-consumption shock-absorbing beam column joint for assembled building
CN220814247U (en) Steel construction assembled modularization outer sleeve node
CN211816914U (en) Assembled concrete beam column connected node with L type restraint structure

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20220614