Bolting joint of steel structure frame

By adopting the design of web connectors and flange connectors in the steel structure frame, combined with the positioning rings and positioning holes, the strength improvement and stability enhancement at the steel structure connections are achieved, and the problems of poor stability and low installation efficiency in the prior art are solved.

CN223305154UActive Publication Date: 2025-09-05SHANDONG BOLT ELEVATOR
View PDF 1 Cites 0 Cited by

Patent Information

Application Number
CN202422256008.6
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-09-14
Publication Date
2025-09-05
Estimated Expiration
2034-09-14

AI Technical Summary

Technical Problem

The existing steel structure frame connection nodes have poor stability, long installation time and low installation efficiency.

Method used

The web connector and flange connector are designed to cooperate with each other, and combined with the use of positioning rings and positioning holes, rapid fixing is achieved through bolt connections.

Benefits of technology

It enhances the strength of the steel structure joints and improves the stability of the steel structure frame, while saving installation time and improving installation efficiency.

✦ Generated by Eureka AI based on patent content.

Smart Images

  • Figure CN223305154U_ABST
    Figure CN223305154U_ABST
Patent Text Reader

Abstract

The utility model relates to the technical field of steel structure frame connecting joints, in particular to a bolting joint of a steel structure frame, which comprises a connecting assembly arranged between a stand column and a cross beam, and the connecting assembly comprises a web connecting piece and a flange connecting piece which are symmetrically arranged between the stand column and the cross beam. Each web connecting piece comprises a first connecting plate and a second connecting plate which are connected with each other, third connecting plates are arranged at the two ends of each first connecting plate and the two ends of each second connecting plate, each flange connecting piece comprises a first connecting block and a second connecting block which are connected with each other, and at least one reinforcing block is arranged between each first connecting block and the corresponding second connecting block. The web connecting pieces, the flange connecting pieces, the stand columns and the cross beams are all provided with a plurality of connecting holes matched with one another. Therefore, the strength of the connecting position of the steel structure can be effectively enhanced, the stability of the steel structure frame is improved, meanwhile, the installation time is saved, and the installation efficiency is improved.
Need to check novelty before this filing date? Find Prior Art

Description

Technical Field

[0001] The utility model relates to the technical field of steel structure frame connection nodes, in particular to a bolt connection node of a steel structure frame. Background Art

[0002] Steel structure frame connection nodes refer to the connections between steel structures in building structures (mostly referring to the connections between beams and columns). This connection plays a vital role in the overall stability, bearing capacity and seismic performance of the structure. The design of steel structure frame connection nodes needs to consider many factors, including the type of material, the reliability of the connection method, the feasibility of construction, etc., to ensure the safety and durability of the building.

[0003] At present, the existing steel structure frame connection node, such as the Chinese patent with publication number CN116044040A, discloses an assembled energy-absorbing and shock-absorbing beam-column connection node, including a square steel column and an I-beam, the square steel column and the I-beam are connected by an L-shaped memory alloy connection plate through high-strength bolts; the L-shaped memory alloy connection plate includes an energy-absorbing and shock-absorbing connection component, a limit block and a bolt hole, the energy-absorbing and shock-absorbing connection component includes a hemispherical pad and a mini metal energy-absorbing rod, the hemispherical pad can reduce the end secondary bending moment of the mini metal energy-absorbing rod, making its stress state closer to uniaxial stress; the L-shaped memory alloy connection plate includes an energy-absorbing and shock-absorbing connection component, a limit block and a bolt hole, and the energy-absorbing and shock-absorbing connection component includes a hemispherical pad and a mini metal energy-absorbing rod. The hemispherical pad can reduce the end secondary bending moment of the mini metal energy-absorbing rod, making its stress state closer to uniaxial stress; The connecting plate is made of memory alloy, which can absorb seismic energy and recover quickly after earthquake by utilizing the material properties, and form a force transmission system with the energy-absorbing and shock-absorbing connection components. During a strong earthquake, the excess seismic energy is transmitted to the mini metal energy-absorbing rod through the hemispherical pad. The mini metal energy-absorbing rod undergoes plastic deformation and absorbs and dissipates the seismic energy together with the L-shaped memory alloy connecting plate. The upper and lower flanges of the beam are connected with L-shaped memory alloy connecting plates, which can prevent fatigue damage during unilateral connection and increase the fatigue strength of the beam-column connection node. However, the stability of the above structure is poor, and the connection takes a long time, which makes it inconvenient to install in practice.

[0004] How to effectively enhance the strength of steel structure connections, improve the stability of steel structure frames, save installation time and improve installation efficiency has become a technical problem that needs to be broken through.

[0005] In summary, the existing technology has obvious inconveniences and defects in actual use, so it is necessary to improve it. Utility Model Content

[0006] In response to the above-mentioned defects, the purpose of the present invention is to provide a bolted node for a steel structure frame, which has a simple structure and is easy to use. It can effectively enhance the strength of the steel structure connection and improve the stability of the steel structure frame, while saving installation time and improving installation efficiency.

[0007] In order to achieve the above-mentioned objectives, the utility model provides a bolted node of a steel structure frame, including a connection assembly arranged between a column and a beam, the connection assembly including a web connector and a flange connector symmetrically arranged between the column and the beam, the web connectors each including a first connecting plate and a second connecting plate connected to each other, a third connecting plate being provided at both ends of the first connecting plate and the second connecting plate, the flange connector including a first connecting block and a second connecting block connected to each other, and at least one reinforcement block being provided between the first connecting block and the second connecting block.

[0008] The web connectors, flange connectors, columns and beams are all provided with a plurality of connecting holes that cooperate with each other.

[0009] The connection holes of the web connector and the flange connector are elastically connected with positioning rings, and the connection holes of the columns and beams are provided with positioning holes that match the positioning rings.

[0010] According to the bolted node of the steel structure frame of the utility model, the end of the positioning ring close to the flange connector is inserted into the interior of the flange connector, and a convex ring is provided on the positioning ring inside the flange connector. A groove cooperating with the convex ring is provided inside the flange connector, the convex ring is slidably set in the groove, and an elastic member is provided between the groove and the convex ring.

[0011] According to the bolted node of the steel structure frame of the present invention, the elastic member is a spring.

[0012] According to the bolted node of the steel structure frame of the present invention, the angle between the plane where the first connecting plate is located and the plane where the second connecting plate is located is 90°, and the angle between the plane where the first connecting block is located and the plane where the second connecting block is located is 90°.

[0013] According to the bolted node of the steel structure frame of the present invention, when the flange connector is located inside the recessed portion in the middle of the column, a connection hole that cooperates with the column is provided on the reinforcement block of the flange connector.

[0014] According to the bolted node of the steel structure frame of the present invention, when the flange connector is located at one end of the non-recessed part of the column, the number of reinforcement blocks between the first connection block and the second connection block is set to one, and the reinforcement block is located in the middle of the first connection block and the second connection block.

[0015] According to the bolted node of the steel structure frame of the present invention, when the flange connector is located at one end of the non-recessed part of the column, the number of reinforcement blocks between the first connection block and the second connection block is set to two, and the reinforcement blocks are respectively located on both sides of the first connection block and the second connection block.

[0016] According to the bolted node of the steel structure frame of the present invention, the reinforcement block of the flange connector is a block structure with a triangular cross section.

[0017] The purpose of the present utility model is to provide a bolted node for a steel structure frame, including a web connector and a flange connector, which cooperate with each other to effectively enhance the strength of the steel structure connection and improve the stability of the steel structure frame; the web connector and the flange connector are elastically connected to the connection holes at one end of the column and the beam, and the columns and beams are provided with positioning holes that cooperate with the positioning rings at the connection holes near the web connector and the flange connector. The positioning rings cooperate with the positioning holes to assist the connection between the web connector or the flange connector and the column and the beam, saving installation time and improving installation efficiency. In summary, the beneficial effects of the present utility model are: it can effectively enhance the strength of the steel structure connection, improve the stability of the steel structure frame, while saving installation time and improving installation efficiency. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] Figure 1 This is the structural diagram of the utility model;

[0019] Figure 2 This is the structural diagram of the positioning ring and positioning hole;

[0020] Figure 3 It is a longitudinal cross-sectional view at the positioning ring;

[0021] Figure 4 This is a structural diagram when the reinforcement block is located in the middle of the first connecting block and the second connecting block;

[0022] In the figure: 1-column, 2-beam, 3-connecting assembly, 31-web connector, 311-first connecting plate, 312-second connecting plate, 313-third connecting plate, 32-flange connector, 321-first connecting block, 322-second connecting block, 323-reinforcement block, 4-connecting hole, 5-positioning ring, 6-elastic member, 7-positioning hole. DETAILED DESCRIPTION

[0023] In order to make the purpose, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings. It should be understood that the specific embodiments described herein are only used to explain the present invention and are not intended to limit the present invention.

[0024] In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", "top / bottom" and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the accompanying drawings. They are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation. Therefore, they cannot be understood as limitations on the present invention.

[0025] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "installed", "provided with", "sleeved / connected", "connected", etc. should be understood in a broad sense. For example, "connection" can be a fixed connection, a detachable connection, or an integral connection. It can be a mechanical connection or an electrical connection. It can be a direct connection or an indirect connection through an intermediate medium. It can be a connection between the two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0026] See also Figures 1 to 3The utility model provides a bolted node for a steel structure frame, including a connection assembly 3 arranged between a column 1 and a beam 2 (the column 1 and the beam 2 are conventional steel structures, mostly H-shaped steel). The connection assembly 3 includes a symmetrically arranged web connector 31 and a flange connector 32. The two web connectors 31 are symmetrically arranged in the horizontal direction to fix the column 1 and the beam 2 in the horizontal direction. The two flange connectors 32 are symmetrically arranged in the vertical direction to fix the column 1 and the beam 2 in the vertical direction. The web connector 31 is symmetrically arranged in the horizontal direction to fix the column 1 and the beam 2 in the horizontal direction. The plate connectors 31 include a first connecting plate 311 and a second connecting plate 312 that are connected to each other, and the angle between the plane where the first connecting plate 311 is located and the plane where the second connecting plate 312 is located is 90 degrees, and a third connecting plate 313 is provided at both ends of the first connecting plate 311 and the second connecting plate 312 (the length of the third connecting plate 313 is equal to the length of the first connecting plate 311), and the third connecting plate 313 is perpendicular to the first connecting plate 311 and the second connecting plate 312. The connected first connecting plate 311, the second connecting plate 312 and the third connecting plate 313 can better fit the recessed part in the middle of the beam 2 (referring to the recessed part of the H-shaped steel) to ensure fixation and stability. The flange connector 32 includes a first connecting block 321 and a second connecting block 322 that are connected to each other, and the angle between the plane where the first connecting block 321 is located and the plane where the second connecting block 322 is located is 90 degrees, and at least one reinforcing block 323 (mostly two) is provided between the first connecting block 321 and the second connecting block 322. 3 are perpendicular to the first connecting block 321 and the second connecting block 322. The first connecting plate 311, the second connecting plate 312, the third connecting plate 313, the first connecting block 321, the second connecting block 322, the column 1 and the crossbeam 2 are all provided with a plurality of connecting holes 4 that cooperate with each other. Bolts are provided in the connecting holes 4 between the web connector 31, the flange connector 32 and the column 1 and the crossbeam 2. The web connector 31, the flange connector 32 and the column 1 and the crossbeam 2 can be tightly connected by using the bolts and the connecting holes 4.

[0027] See also Figures 1 to 3 Furthermore, when the flange connector 32 is located inside the recessed portion in the middle of the column 1, a connection hole 4 that cooperates with the column 1 is provided on the reinforcement block 323 of the flange connector 32. The length of the reinforcement block 323 is equal to the depth of the recessed portion of the column 1. The flange connector 32 can be connected to the column 1 by using the reinforcement block 323 and the connection hole 4 on the column 1 to further improve stability.

[0028] See also Figures 1 to 3 Preferably, when the flange connector 32 is located at one end of the column 1 (non-recessed part), the reinforcement block 323 of the flange connector 32 is a block structure with a triangular cross-section, which further improves the stability of the beam 2, provides support, and enhances the fixing strength of the beam 2.

[0029] See also Figures 1 to 4 Furthermore, when the flange connector 32 is located at one end of the column 1 (non-recessed part), the number of reinforcing blocks 323 between the first connecting block 321 and the second connecting block 322 is set to one, and the reinforcing block 323 is located in the middle of the first connecting block 321 and the second connecting block 322, which can provide support and save materials.

[0030] See also Figures 1 to 3 Preferably, when the flange connector 32 is located at one end of the column 1 (non-recessed part), the number of reinforcement blocks 323 between the first connection block 321 and the second connection block 322 is set to two, and the reinforcement blocks 323 are respectively located on both sides of the first connection block 321 and the second connection block 322.

[0031] See also Figures 1 to 3 , preferably, the web connector 31 and the flange connector 32 are elastically connected to the connection holes 4 at one end of the column 1 and the crossbeam 2 (the end of the positioning ring 5 close to the web connector 31 or the flange connector 32 is inserted into the web connector 31 or the flange connector 32, and the positioning ring 5 inside the web connector 31 or the flange connector 32 is provided with a convex ring, and the web connector 31 or the flange connector 32 is provided with a groove that cooperates with the convex ring, and the convex ring is slidably arranged in the groove, and an elastic member 6 is provided between the groove and the convex ring, and the positioning ring 5 is provided on the connection The column 1 and the beam 2 are both provided with positioning holes 7 that cooperate with the positioning ring 5 at the connection holes 4 near the web connector 31 and the flange connector 32. The positioning ring 5 cooperates with the positioning hole 7 to assist the connection between the web connector 31 or the flange connector 32 and the column 1 and the beam 2, providing temporary support force to facilitate the operator to insert the bolt into the positioning hole 7. If there is no positioning hole 7 at the connection hole 4 between the column 1 and the beam 2, the positioning ring 5 can also be retracted under the action of external force without affecting the operator's connection.

[0032] See also Figures 1 to 3 Preferably, the elastic member 6 is a spring to provide return power.

[0033] See also Figures 1 to 3 During installation, it is only necessary to place the web connector 31 and the flange connector 32 at the designated connection position between the column 1 and the beam 2, and then thread the bolts in the corresponding connection holes 4 to fix the column 1 and the beam 2, thereby improving the stability of the overall frame.

[0034] The present invention provides a bolted node for a steel structure frame, including a web connector and a flange connector. The web connector and the flange connector cooperate with each other, which can effectively enhance the strength of the steel structure connection and improve the stability of the steel structure frame; the web connector and the flange connector are elastically connected to the connection holes at one end of the column and the beam, and the columns and beams are provided with positioning holes that cooperate with the positioning rings at the connection holes near the web connector and the flange connector. The positioning ring cooperates with the positioning hole to assist the connection between the web connector or the flange connector and the column and the beam, saving installation time and improving installation efficiency. In summary, the beneficial effects of the present invention are: it can effectively enhance the strength of the steel structure connection, improve the stability of the steel structure frame, and at the same time save installation time and improve installation efficiency.

[0035] Of course, the present invention may have many other embodiments. Without departing from the spirit and essence of the present invention, technicians familiar with the field can make various corresponding changes and modifications based on the present invention, but these corresponding changes and modifications should all fall within the scope of protection of the claims attached to the present invention.

Claims

1. A bolted joint for a steel structure frame, characterized in that: The invention comprises a connection assembly provided between a column and a beam, wherein the connection assembly comprises a web connector and a flange connector symmetrically provided between the column and the beam, wherein the web connector comprises a first connecting plate and a second connecting plate connected to each other, and a third connecting plate is provided at both ends of the first connecting plate and the second connecting plate, and the flange connector comprises a first connecting block and a second connecting block connected to each other, and at least one reinforcement block is provided between the first connecting block and the second connecting block; The web connectors, flange connectors, columns and beams are all provided with a number of connecting holes that cooperate with each other; The connection holes of the web connector and the flange connector are elastically connected with positioning rings, and the connection holes of the columns and beams are provided with positioning holes that match the positioning rings.

2. The bolted joint of the steel structure frame according to claim 1, characterized in that: The ends of the positioning rings close to the flange connectors are inserted into the interior of the flange connectors, and the positioning rings inside the flange connectors are provided with convex rings. The interior of the flange connectors is provided with grooves that cooperate with the convex rings. The convex rings are slidably arranged in the grooves, and elastic parts are provided between the grooves and the convex rings.

3. The bolted joint of the steel structure frame according to claim 2, characterized in that: The elastic member is a spring.

4. The bolted joint of the steel structure frame according to claim 1, characterized in that: The angle between the plane where the first connecting plate is located and the plane where the second connecting plate is located is 90°, and the angle between the plane where the first connecting block is located and the plane where the second connecting block is located is 90°.

5. The bolted joint of the steel structure frame according to claim 1, characterized in that: When the flange connector is located inside the recessed portion in the middle of the column, a connection hole that matches the column is provided on the reinforcement block of the flange connector.

6. The bolted joint of the steel structure frame according to claim 1, characterized in that: When the flange connector is located at one end of the non-recessed portion of the column, the number of reinforcement blocks between the first connection block and the second connection block is set to one, and the reinforcement block is located in the middle of the first connection block and the second connection block.

7. The bolted joint of the steel structure frame according to claim 1, characterized in that: When the flange connector is located at one end of the non-recessed portion of the column, the number of reinforcement blocks between the first connection block and the second connection block is set to two, and the reinforcement blocks are respectively located on both sides of the first connection block and the second connection block.

8. The bolted joint of the steel structure frame according to claim 6 or 7, characterized in that: The reinforcement block of the flange connector is a block structure with a triangular cross section.

Citation Information

Patent Citations

  • Fabricated energy dissipation and shock absorption beam column connecting joint

    CN116044040A