CN210439559U - Combined steel structure - Google Patents

Combined steel structure Download PDF

Info

Publication number
CN210439559U
CN210439559U CN201921231467.1U CN201921231467U CN210439559U CN 210439559 U CN210439559 U CN 210439559U CN 201921231467 U CN201921231467 U CN 201921231467U CN 210439559 U CN210439559 U CN 210439559U
Authority
CN
China
Prior art keywords
steel
reinforcing rib
cavity
section bar
section
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
CN201921231467.1U
Other languages
Chinese (zh)
Inventor
罗增
熊少华
金婷
熊儿根
熊海燕
黄繁
朱德安
熊曦
张银星
熊威
杨小明
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.)
Jiangxi Ruiding Steel Structure Co ltd
Original Assignee
Jiangxi Ruiding Steel Structure Co ltd
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 Jiangxi Ruiding Steel Structure Co ltd filed Critical Jiangxi Ruiding Steel Structure Co ltd
Priority to CN201921231467.1U priority Critical patent/CN210439559U/en
Application granted granted Critical
Publication of CN210439559U publication Critical patent/CN210439559U/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 discloses a combined steel structure, including the steel section bar, the steel section bar is the steel construction of inner zone cavity, the steel section bar is arbitrary one kind of I-steel or H shaped steel or channel-section steel, the cavity of I-steel or H shaped steel indicates the region of enclosing between its both wings edge and the web, the cavity of channel-section steel is the inside recess that its two legs and waist formed, the parallel rib plate of a plurality of groups of installation in the steel section bar cavity, the both ends of rib plate are the two wing edge inner walls or the two legs inner walls of fixed connection steel section bar respectively, regional installation broken line between two liang of adjacent rib plates. The utility model discloses at steel section bar internally mounted multiunit parallel distribution's reinforcing rib to region between two liang of adjacent reinforcing rib sets up the broken line reinforcing bar, fastness, crushing resistance between each position of reinforced steel construction, and then increase strength, rigidity and holistic security.

Description

Combined steel structure
Technical Field
The utility model belongs to the technical field of building structure, concretely relates to built-up steel structure.
Background
The steel structure is a structure formed by steel materials, is one of main building structure types, is often used as a bearing and supporting member of beams, columns, platforms and the like, and is widely applied to the fields of large-scale factory buildings, venues, super high-rise buildings and the like. Among a plurality of steel structures, steel materials such as channel steel, I-shaped steel, H-shaped steel and the like are common steel structures in building structures because of the advantages of strong bending resistance, strong rigidity, light weight and the like. However, in high-rise or super high-rise building structures, the stability, rigidity and pressure resistance of the structures need to be further enhanced.
SUMMERY OF THE UTILITY MODEL
To the not enough and difficult problem among the prior art, the utility model aims at providing a combination steel construction.
The utility model discloses a following technical scheme realizes:
the combined steel structure comprises a steel section, wherein the steel section is a steel structure with a cavity inside, the steel section is any one of I-steel, H-shaped steel or channel steel, the cavity of the I-steel or H-shaped steel is an area enclosed between two flanges and a web plate, the cavity of the channel steel is an internal groove formed by two legs and a waist, a plurality of groups of parallel reinforcing rib plates are installed in the cavity of the steel section, two ends of each reinforcing rib plate are fixedly connected with the inner walls of the two flanges or the inner walls of the two legs of the steel section respectively, and broken line steel bars are installed in the area between every two adjacent reinforcing rib plates.
Furthermore, the broken line steel bar is formed into a bent line shape by connecting more than three groups of steel bars in sequence, wherein one end of each of the steel bars at the head end and the tail end is fixedly connected with the reinforcing rib plate, the other end of each of the steel bars at the head end and the tail end is fixedly connected with the inner wall of the flange or the inner wall of the leg of the steel section, and the two ends of the steel bar at the middle part are fixedly connected with every two adjacent reinforcing rib.
Furthermore, the joints of the reinforcing rib plates and the inner walls of the two flanges or the inner walls of the two legs of the steel section are round chamfers.
Further, the thickness of the reinforcing rib plate is not less than the thickness of the flange or the leg of the steel section.
Furthermore, the reinforcing rib plate is a hollow square tube or a hollow round tube, and the broken line steel bar is a hollow round tube.
Compared with the prior art, the utility model discloses beneficial effect includes:
(1) the utility model discloses at steel section bar internally mounted multiunit parallel distribution's reinforcing rib to region between two liang of adjacent reinforcing rib sets up the broken line reinforcing bar, fastness, crushing resistance between each position of reinforced steel construction, and then increase strength, rigidity and holistic security.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Illustration of the drawings: 1-steel section bar, 2-reinforced rib plate and 3-broken line steel bar.
In the description of the present invention, the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but 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, and thus, should not be construed as limiting the present invention.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted", "connected" and "connected" are to be interpreted broadly, and may be, for example, fixedly connected, detachably connected, integrally connected; can be mechanical connection and electrical connection; may be directly connected, indirectly connected through intervening agents, or may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood to be specific to those skilled in the art.
Detailed Description
The present invention will be further described with reference to the accompanying drawings.
As shown in fig. 1, the combined steel structure includes a steel section 1, the steel section 1 is a steel structure with cavities inside, such as i-beam, H-beam, and channel beam, the cavity of the i-beam or H-beam is an area enclosed between two flanges and a web, and the cavity of the channel beam is an internal groove formed by two legs and a waist.
A plurality of groups of parallel reinforcing rib plates 2 are arranged in a cavity of the steel section bar 1, two ends of each reinforcing rib plate 2 are fixedly connected with the inner walls of two flanges or the inner walls of two legs of the steel section bar 1 respectively, the reinforcing rib plates 2 can be completed by welding or bolt connection or mortise and tenon mutual embedding, and the reinforcing rib plates 2 and the steel section bar can also be manufactured into an integrated structure when a steel structure is machined. The reinforcing rib plate 2 can reinforce the firmness among all parts of the steel structure, thereby increasing the strength, the rigidity and the overall safety.
In order to further improve the stability, rigidity and compression resistance of the structure, fold line steel bars 3 are arranged in the area between every two adjacent reinforcing rib plates 2, the fold line steel bars 3 are formed in a bending line shape by sequentially connecting more than three groups of steel bars, wherein one ends of the steel bars at the head and tail ends are fixedly connected with the reinforcing rib plates 2, the other ends of the steel bars at the head and tail ends are fixedly connected with the inner walls of the flanges or the inner walls of the legs of the steel section bar 1, and the two ends of the steel bar at the middle part are fixedly connected with the two adjacent reinforcing. The broken line steel bars 3, the reinforcing rib plates 2 and the inner walls of the steel sections 1 can be welded, connected by bolts or embedded in mortise and tenon joints, and the reinforcing rib plates 2 and the steel sections can be manufactured into an integrated structure during processing.
In order to make the connection between the reinforcing rib plate 2 and the steel section bar 1 more stable, the connection between the reinforcing rib plate 2 and the inner wall of the two flanges or the inner wall of the two legs of the steel section bar 1 is a round chamfer, i.e. the inner arcs are connected, so that the contact area between the two is larger, and the combination of the two is more stable.
In order to improve the whole bearing capacity, the thickness of the reinforcing rib plate 2 is not less than the thickness of the flange or the leg of the steel section bar 1.
In order to reduce the overall weight, the reinforcing rib plates 2 are hollow square tubes or circular tubes, and the broken line steel bars 3 are hollow circular tubes.
The foregoing merely illustrates preferred embodiments of the present invention, which are described in considerable detail and detail, but are not to be construed as limiting the scope of the invention. It should be noted that, for those skilled in the art, without departing from the spirit of the present invention, several changes, modifications and substitutions can be made, which are all within the scope of the present invention. Therefore, the protection scope of the present invention should be subject to the appended claims.

Claims (5)

1. The combined steel structure comprises a steel section and is characterized in that: the steel section is a steel structure with a cavity inside, the steel section is any one of I-steel, H-shaped steel or channel steel, the cavity of the I-steel or H-shaped steel is an area defined by two flanges and a web plate, the cavity of the channel steel is an internal groove formed by two legs and a waist, a plurality of groups of parallel reinforcing rib plates are installed in the cavity of the steel section, two ends of each reinforcing rib plate are respectively and fixedly connected with the inner walls of the two flanges or the inner walls of the two legs of the steel section, and broken line steel bars are installed in the area between every two adjacent reinforcing rib plates.
2. The unitized steel structure of claim 1, wherein: the broken line steel bar is formed in a bent line shape by sequentially connecting more than three groups of steel bars, wherein one end of each of the steel bars at the head end and the tail end is fixedly connected with the reinforcing rib plate, the other end of each of the steel bars at the head end and the tail end is fixedly connected with the inner wall of the flange or the inner wall of the leg of the steel section, and the two ends of the steel bar at the middle part are fixedly connected with every two adjacent reinforcing rib plates.
3. The unitized steel structure of claim 1, wherein: and the joints of the reinforcing rib plates and the inner walls of the two flanges or the inner walls of the two legs of the steel section are round chamfers.
4. The unitized steel structure of claim 1, wherein: the thickness of the reinforcing rib plate is not less than the thickness of the flange or the leg of the steel section.
5. The unitized steel structure of claim 1, wherein: the reinforcing rib plate is a hollow square tube or a hollow round tube, and the broken line steel bar is a hollow round tube.
CN201921231467.1U 2019-08-01 2019-08-01 Combined steel structure Expired - Fee Related CN210439559U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921231467.1U CN210439559U (en) 2019-08-01 2019-08-01 Combined steel structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921231467.1U CN210439559U (en) 2019-08-01 2019-08-01 Combined steel structure

Publications (1)

Publication Number Publication Date
CN210439559U true CN210439559U (en) 2020-05-01

Family

ID=70407244

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201921231467.1U Expired - Fee Related CN210439559U (en) 2019-08-01 2019-08-01 Combined steel structure

Country Status (1)

Country Link
CN (1) CN210439559U (en)

Similar Documents

Publication Publication Date Title
CN106013506A (en) Anti-buckling steel plate seismic shear wall provided with stiffening ribs
CN107060089B (en) Four-beam column joint of square steel pipe and H-shaped steel, assembly type connecting piece and construction method
CN212582889U (en) Splicing reinforced building beam column joint connecting structure
CN211037273U (en) Steel joint is connected to assembled concrete structure primary and secondary roof beam
CN210947142U (en) Assembled concrete structure post roof beam connecting steel node
AU2020101349A4 (en) Assembled structural connector
CN111576641A (en) Novel section steel concrete beam column joint
CN209874053U (en) Fast-assembly type H-shaped steel concrete beam column connecting node
CN214090364U (en) Controllable assembled RCS structure beam column node of plasticity
CN210439559U (en) Combined steel structure
CN214833403U (en) Steel pipe concrete special-shaped column connection node structure for building engineering
CN212453369U (en) Steel bent frame structure for roof outlet of hydropower house
CN113944309A (en) Cold-formed steel support beam framework and construction method thereof
CN112878508A (en) Repairable assembly type reinforced concrete column-steel beam column joint and construction method thereof
CN109025062B (en) Special-shaped multi-cavity steel-concrete combined column
CN112049259A (en) Angle steel node of embedded connecting piece for H-shaped steel beam-column connection and preparation method
CN105649199A (en) Concrete filled steel tubular column-steel beam combined joint structure and construction method thereof
CN220620478U (en) Anchoring node of steel plate in connecting beam
CN220565412U (en) Central reinforced space steel structure
CN211774630U (en) Steel pipe concrete special-shaped column and I-shaped steel beam connection node structure
CN113565213B (en) I-beam assembled anti-collapse node with bolt type rib plate
CN216552404U (en) Three-dimensional cover core connection structure of modularization building
CN217399923U (en) Steel beam connecting structure
CN219931218U (en) Reinforced concrete beam column structure
CN219429566U (en) I-shaped glass fiber reinforced plastic supporting beam

Legal Events

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

Granted publication date: 20200501

Termination date: 20210801

CF01 Termination of patent right due to non-payment of annual fee