CN218643542U - Steel frame connection structure with high stability performance - Google Patents
Steel frame connection structure with high stability performance Download PDFInfo
- Publication number
- CN218643542U CN218643542U CN202223040017.9U CN202223040017U CN218643542U CN 218643542 U CN218643542 U CN 218643542U CN 202223040017 U CN202223040017 U CN 202223040017U CN 218643542 U CN218643542 U CN 218643542U
- Authority
- CN
- China
- Prior art keywords
- reinforcing
- support
- high stability
- arc top
- leg
- 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.)
- Active
Links
Images
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The application discloses steel frame connection structure with high stability can belongs to steel construction support technical field. Comprises a steel bar net rack; the arc top brackets are arranged at two ends of the reinforcing steel bar net rack; the supporting truss is clamped and arranged between the arc top brackets; the reinforcing supporting leg is arranged at one end of the arc top bracket; the hinged stable support is arranged in the reinforced support leg and can lift and slide; the spliced installation base plate seat is fixedly arranged at one end of the reinforcing support leg; the shear reinforcing rod is hinged between the two adjacent reinforcing support legs. This application can splice the installation with the concatenation installation bottom plate seat that needs the concatenation installation through utilizing to strike the picture peg for portal structure uses and is connected more swiftly with gallery formula steelframe, and improves the steadiness of its installation.
Description
Technical Field
The application relates to steel structural support technical field, more specifically says, relates to a steel frame connection structure with high stability ability.
Background
Along with the development of portal steel frame, sturdy and durable structure, the high portal steel frame of stability more and more pays attention to people, and the structural stability of general portal steel frame can not satisfy the operation requirement of the great portal steel frame of span gradually.
The document with the prior art publication number of CN216740025U provides a portal steel frame with high stability, the device comprises a main body structure of the whole portal steel frame through a frame column, a first steel frame beam and a second steel frame beam in the related technology, and a beam column connecting piece and an inter-beam connecting piece can be used for connecting the steel frame column and the first steel frame beam, so that the connecting strength between the steel frame column and the first steel frame beam is increased, and the stability is further improved. Similarly, the connecting piece between the beams can increase the connecting strength between the first steel frame beam and the second steel frame beam and the connecting strength between the two second steel frame beams, and the connecting stability is improved. Middle level steel column and middle level girder steel can play the supporting role to the well substructure of large-span portal steelframe to improve the structural stability of large-span portal steelframe.
Although the above prior art solutions can achieve the related beneficial effects through the structure of the prior art, the following drawbacks still exist: the device consolidates the portal frame through triangle connection structure and supports, nevertheless with the middle level girder steel of the perpendicular installation of middle level steel column gravity that the unable effectual dispersion triangle top of bearing in-process pushed down, need the bearing alone of middle level girder steel, use the middle level girder steel for a long time and can produce deformation to influence the support effect of middle level girder steel.
In view of this, we propose a steel frame connection structure with high stability performance.
SUMMERY OF THE UTILITY MODEL
1. Technical problem to be solved
An object of this application is to provide a steel frame connection structure with high stability ability, has solved the technical problem that the exclusive right can be solved among the prior art, has realized technological effect.
2. Technical scheme
The embodiment of the application provides a steelframe connection structure with high stability ability, includes:
a steel bar net rack;
the arc top brackets are arranged at two ends of the reinforcing steel bar net rack;
the supporting truss is clamped and arranged between the arc top brackets;
the reinforcing supporting leg is arranged at one end of the arc top bracket;
the hinged stable support is arranged in the reinforced support leg and can lift and slide;
the spliced installation base plate seat is fixedly arranged at one end of the reinforcing support leg;
the shear reinforcing rod is hinged between the two adjacent reinforcing support legs.
Through adopting above-mentioned technical scheme, utilize articulated stabilizing support with arc top leg joint spacing in the reinforcement leg that props, the articulated stabilizing support that expandes forms firm triangular supports structure with arc top support and reinforcement between the leg, and then to the effectual bearing capacity of sharing of arc top support, improve arc top support life to portal structure consolidates the connection in the effect decline of shear force anchor strut, thereby improves the stability of portal structure installation.
As an alternative of this document technical scheme, the arc top support is including pegging graft in the inside joint U frame of reinforcement leg one end, joint U frame one side is provided with the arc pole through supporting down tube fixed connection, the arc pole outside is symmetrical structure fixed connection and is provided with a plurality of links that are used for articulating the installation reinforcing bar rack.
Through adopting above-mentioned technical scheme, utilize the link to make things convenient for the installation of reinforcing bar rack for the reinforcing bar rack protects the use to portal structure's arc top.
As an alternative of this file technical scheme, articulated stabilizing support includes the lift slide of spacing in consolidating supporting leg sliding connection setting, the articulated last bracing piece that is provided with joint U frame sliding connection of lift slide one side, the articulated lower support that is provided with of lift slide opposite side.
As an alternative of this document technical scheme, the articulated direction sliding sleeve that is provided with and splices installation bottom plate seat sliding fit of lower bracing piece one end, the outside threaded connection of direction sliding sleeve has and consolidates leg joint complex adjusting screw.
Through adopting above-mentioned technical scheme, utilize direction sliding sleeve and concatenation installation bottom plate seat sliding connection to set up, be convenient for support angular adjustment to articulated stabilizing support, the convenience is supported arc top support and the laminating of building top.
As an alternative scheme of this application file technical scheme, the butt joint slot has been seted up to concatenation installation bottom plate seat one side, the butt joint is provided with the picture peg that strikes that is the I shape structure in the butt joint slot interpolation.
Through adopting above-mentioned technical scheme, the concatenation installation bottom plate seat that the installation can be spliced with needs to the concatenation is installed in the utilization of strikeing the picture peg for portal structure uses and is connected more swiftly with gallery formula steelframe, and improves the steadiness of its installation.
3. Advantageous effects
One or more technical solutions provided in the embodiments of the present application have at least the following technical effects or advantages:
1. this application is spacing when in the reinforcement leg supporting through utilizing articulated stabilizing support to prop the arc top leg joint, and the articulated stabilizing support and the arc top support of expansion and consolidate and form firm triangular supports structure between the leg supporting, and then to the effectual bearing capacity of sharing of arc top support, improve arc top support life to portal structure consolidates the connection in the effect decline of shear force anchor strut, thereby improves portal structrual installation's stability.
2. This application can splice the installation with the concatenation installation bottom plate seat that needs the concatenation installation through utilizing to strike the picture peg for portal structure uses and is connected more swiftly with gallery formula steelframe, and improves the steadiness of its installation.
Drawings
FIG. 1 is a schematic view of an overall structure of a steel frame connecting structure with high stability according to a preferred embodiment of the present application;
FIG. 2 is a schematic view of an arc-roof support structure of a steel frame connection structure with high stability according to a preferred embodiment of the present application;
FIG. 3 is a schematic view of a reinforced leg support of the steel frame connecting structure with high stability according to one preferred embodiment of the present application;
FIG. 4 is an enlarged view of the steel frame connection structure with high stability at position A according to the preferred embodiment of the present application;
FIG. 5 is a schematic illustration of a hinged stability stand configuration of a steel frame linkage assembly with high stability performance according to a preferred embodiment of the present application;
the reference numbers in the figures illustrate: 1. a steel bar net rack; 2. a curved roof support; 3. supporting the truss; 4. reinforcing the supporting legs; 5. hinging a stable bracket; 6. splicing and installing a bottom plate seat; 7. a shear reinforcing rod; 21. clamping the U frame; 22. an arc rod; 51. a lifting slide seat; 52. an upper support rod; 53. a lower support bar; 54. a guide sliding sleeve; 61. butting slots; 62. and knocking the plug board.
Detailed Description
The present application is described in further detail below with reference to the attached drawing figures.
Referring to fig. 1-4, arc top brackets 2 are arranged at both ends of a steel bar net rack 1;
the supporting truss 3 is clamped between the arc top brackets 2;
the reinforcing supporting leg 4 is arranged at one end of the arc top bracket 2;
the hinged stable support 5 is arranged in the reinforced support leg 4 and can lift and slide;
a bottom plate seat 6 is spliced and installed and fixedly arranged at one end of the reinforcing support leg 4;
and the shear reinforcing rod 7 is hinged between the two adjacent reinforcing support legs 4.
This kind of steel frame connection structure with high stability can, through adjusting articulated stabilizing support 5, 5 one end of articulated stabilizing support and reinforcement brace 4 reinforce the support, and the other end slides with arc top support 2 and supports, both can form firm triangular supports structure with arc top support 2 and reinforcement brace 4 between, also can suitable jack-up arc top support 2 supports with the building laminating.
Referring to fig. 2, arc top support 2 is including pegging graft in the inside joint U frame 21 of 4 one ends of reinforcement leg, and joint U frame 21 one side is provided with arc pole 22 through supporting down tube fixed connection, and arc pole 22 outside is symmetrical structure fixed connection and is provided with a plurality of links that are used for articulating installation reinforcing bar rack 1.
This kind of steel frame connection structure with high stability can install in the link that sets firmly between two adjacent arc top support 2 through articulating reinforcing bar rack 1 for reinforcing bar rack 1 supports the protection with building top surface laminating.
Referring to fig. 3 and 4, the hinged stabilizing support 5 includes a lifting slide seat 51 limited in the sliding connection setting in the reinforcing support leg 4, an upper support rod 52 connected with the clamping U frame 21 in a sliding manner is hinged on one side of the lifting slide seat 51, a lower support rod 53 is hinged on the other side of the lifting slide seat 51, a guide sliding sleeve 54 connected with the splicing installation base plate seat 6 in a sliding manner is hinged on one end of the lower support rod 53, an adjusting screw rod connected with the reinforcing support leg 4 in a clamping manner is connected to the outer thread of the guide sliding sleeve 54, and a knocking insertion plate 62 in an i-shaped structure is inserted and connected in a butt joint slot 61 arranged on one side of the splicing installation base plate seat 6.
This kind of steel frame connection structure with high stability ability, through the adjusting screw who adjusts bottom suspension dagger 53, adjusting screw drives direction sliding sleeve 54 and is close to reinforcing support leg 4, and the bottom suspension dagger 53 with the articulated installation of direction sliding sleeve 54 promotes lift slide 51 and carries out the lifting movement along the orbit that reinforcing support leg 4 was seted up simultaneously to bracing piece 52 and joint U frame 21 sliding fit in the promotion, reinforce the support to arc top support 2.
The working principle is as follows: as shown in fig. 1, when the supporting angle of the hinged stable support 5 to the arc top support 2 is adjusted as required, the adjusting screw rod which is connected with the external thread of the guide sliding sleeve 54 and is in clamping fit with the reinforcing support leg 4 is adjusted through a wrench, the adjusting screw rod rotates to drive the guide sliding sleeve 54 to move along the track of the splicing installation bottom plate seat 6 in a limiting way, so as to drive the lower support rod 53 which is hinged to the lower support rod 53 to turn in a limiting way, and the lifting sliding seat 51 which is hinged to the other end of the lower support rod 53 is pushed to lift along the track of the reinforcing support leg 4, thereby driving the upper support rod 52 which is hinged to move along the track of the guiding sliding groove which is arranged outside the clamping U-shaped frame 21, adjusting the supporting inclination between the upper support rod 52 and the reinforcing support leg 4 and the clamping U-shaped frame 21, and finally, the splicing installation bottom plate seat 6 and the top surface in the whole body of fig. 1 are fixedly connected.
Claims (5)
1. A steel frame connection structure with high stability performance, comprising:
a steel bar net rack;
the arc top brackets are arranged at two ends of the reinforcing steel bar net rack;
the supporting truss is clamped and arranged between the arc top brackets;
the reinforcing supporting leg is arranged at one end of the arc top bracket;
the hinged stable support is arranged in the reinforced support leg and can lift and slide;
the spliced installation base plate seat is fixedly arranged at one end of the reinforcing support leg;
and the shear reinforcing rod is hinged between two adjacent reinforcing support legs.
2. The steel frame connection structure with high stability of claim 1, wherein: the arc top support is including pegging graft in the inside joint U frame of reinforcement leg one end, joint U frame one side is provided with the arc pole through supporting down tube fixed connection, the arc pole outside is symmetrical structure fixed connection and is provided with a plurality of links that are used for articulating the installation reinforcing bar rack.
3. The steel frame connection structure with high stability of claim 1, wherein: articulated stabilizing support includes spacing lift slide in consolidating support leg sliding connection and setting up, the articulated last bracing piece that is provided with joint U frame sliding connection of lift slide one side, the articulated lower support that is provided with of lift slide opposite side.
4. The steel frame connection structure with high stability of claim 3, wherein: one end of the lower supporting rod is hinged to a guide sliding sleeve which is in sliding fit with the splicing installation base plate seat, and the outer portion of the guide sliding sleeve is in threaded connection with an adjusting screw rod which is in clamping fit with the reinforcing supporting leg.
5. The steel-frame connection structure with high stability of claim 1, wherein: the spliced installation base plate seat is characterized in that a butt joint slot is formed in one side of the spliced installation base plate seat, and a knocking insertion plate in an I-shaped structure is inserted and connected in the butt joint slot.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223040017.9U CN218643542U (en) | 2022-11-15 | 2022-11-15 | Steel frame connection structure with high stability performance |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223040017.9U CN218643542U (en) | 2022-11-15 | 2022-11-15 | Steel frame connection structure with high stability performance |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218643542U true CN218643542U (en) | 2023-03-17 |
Family
ID=85496928
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223040017.9U Active CN218643542U (en) | 2022-11-15 | 2022-11-15 | Steel frame connection structure with high stability performance |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218643542U (en) |
-
2022
- 2022-11-15 CN CN202223040017.9U patent/CN218643542U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN218643542U (en) | Steel frame connection structure with high stability performance | |
| CN210086491U (en) | Supporting device is strengthened in building jacking control | |
| CN208586899U (en) | A kind of support frame with oblique jacking | |
| CN211818230U (en) | Building structure design roof beam reinforced structure | |
| CN113338616A (en) | Plate buckle frame beam bottom formwork structure and construction method | |
| CN211113218U (en) | Beam section mounting rack for cable-stayed bridge cable tower area | |
| CN216665060U (en) | Membrane structure cable wire stretch-draw auxiliary device | |
| CN215289745U (en) | Closed temporary assembling jig frame structure for steel box girder | |
| CN215976895U (en) | Self-balancing type inverted T-shaped front auxiliary supporting leg of three-leg bridge girder erection machine | |
| CN213448865U (en) | Assembled steel construction building | |
| CN214464175U (en) | Assembled shield constructs empty counterforce device that pushes away of TBM complete machine | |
| CN219808248U (en) | Bridge plate supporting structure of steel bridge | |
| CN118187092B (en) | Multi-layer internal support system for steel truss of deep foundation pit assembled cable-stayed space | |
| CN216689778U (en) | Improved steel-concrete combined inner support frame based on beam string | |
| CN215977711U (en) | Arch-shaped pipe truss structure of large-span steel structure | |
| CN219138510U (en) | Operation canopy that unilateral supported | |
| CN219826306U (en) | Assembled steel structure support with regulatory function | |
| CN217949312U (en) | Large-span truss lower part support bracket | |
| CN220246647U (en) | Adjustable bailey piece support frame | |
| CN215889293U (en) | High-stability construction support frame for building technology | |
| CN220619796U (en) | Arched girder combined concrete continuous beam bridge structure | |
| CN217439190U (en) | Lattice column and steel support node connection structure | |
| CN213061657U (en) | Large-span cable-stayed steel trestle structure | |
| CN220100840U (en) | Stable truss type factory building steel structure | |
| CN219951726U (en) | Concrete cap beam reinforced and repaired by bonding steel |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |