CN105888061A - Highly-anti-seismic steel structure - Google Patents
Highly-anti-seismic steel structure Download PDFInfo
- Publication number
- CN105888061A CN105888061A CN201610372684.7A CN201610372684A CN105888061A CN 105888061 A CN105888061 A CN 105888061A CN 201610372684 A CN201610372684 A CN 201610372684A CN 105888061 A CN105888061 A CN 105888061A
- Authority
- CN
- China
- Prior art keywords
- vertical beam
- wing plate
- plate
- connecting plate
- seismic
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2415—Brackets, gussets, joining plates
Abstract
The invention discloses a highly-anti-seismic steel structure which comprises a H-shaped steel vertical beam and an H-shaped steel transverse beam arranged on one side of the vertical beam. The highly-anti-seismic steel structure is characterized in that L-shaped supporting frames fixing the transverse beam on the vertical beam are mounted on the upper side and the lower side of the end of the transverse beam respectively, reinforcing ribs are arranged in the middle of the inner side of each L-shaped supporting frame, the H-shaped steel vertical beam comprises a connecting plate, a left wing plate, a right wing plate and reinforcing plates, the left wing plate and the right wing plate are fixed on two sides of the connecting plate oppositely, and the reinforcing plates are fixed between the left wing plate and the connecting plate and between the right wing plate and the connecting plate. The reinforcing plates are arranged between the left wing plate and the connecting plate and between the right wing plate and the connecting plate, so that strength of the H-shaped steel vertical beam is improved effectively and anti-seismic performance is guaranteed.
Description
Technical field
The present invention relates to a kind of steel construction, particularly relate to a kind of strong Anti-seismic steel construction.
Background technology
Conventional steel structure have intensity high, from heavy and light, anti-seismic performance is good, speed of application is fast, ground cost saving,
The series of advantages such as area occupied is little, industrialization degree is high, good looking appearance, it is compared with xoncrete structure
Environment-friendly type, and can again with, be also easy to the structure of industrialization.Steel building building course
In, the connection node between crossbeam and vertical beam is the key position of whole engineering.At present, in structural steelwork
The anti-seismic performance of commonly used node structure is more general, and when suffering the disasters such as earthquake, node is easily broken
Bad, connect and change relative difficulty, and there is the bearing capacity bearing capacity higher than connected vertical beam.
Summary of the invention
In view of this, it is an object of the invention to provide a kind of anti-seismic performance superior, connect and change simplicity, and hold
The strong Anti-seismic steel construction that loading capability is more prominent, safe and reliable.
A kind of strong Anti-seismic steel construction, including I-steel vertical beam and the I-steel crossbeam being arranged on vertical beam side,
It is characterized in that: the upper and lower both sides of described beam-end are separately installed with the L being fixed on vertical beam by crossbeam
Type bracing frame, the middle part inside L-type bracing frame is provided with reinforcement；Described I-steel vertical beam include a plate,
It is relatively fixed the left side wing plate in the both sides of described connecting plate and right side wing plate and is fixed on left side wing plate and connection
Reinforcing plate between plate, between right side wing plate and connecting plate.
The present invention provide strong Anti-seismic steel construction by between left side wing plate and connecting plate and right side wing plate and
Reinforcing plate is set between connecting plate, effectively raises the intensity of I-steel vertical beam, thus ensure that shock resistance
Energy.
Accompanying drawing explanation
Fig. 1 is the front view of the present invention strong Anti-seismic steel construction.
Detailed description of the invention
In order to make the purpose of the present invention, technical scheme and advantage clearer, below in conjunction with accompanying drawing and reality
Execute example, the present invention is further elaborated, it will be appreciated that specific embodiment described herein is only
Only in order to explain the present invention, it is not intended to limit the present invention.
As it is shown in figure 1, a kind of strong Anti-seismic steel construction of the present invention, including I-steel vertical beam 1 be arranged on perpendicular
The I-steel crossbeam 5 of beam 1 side, it is characterised in that: the upper and lower both sides of described crossbeam 5 end are respectively mounted
Having the L-type bracing frame 2 being fixed on vertical beam 1 by crossbeam 5, the middle part inside L-type bracing frame 2 is provided with and adds
Strong muscle 3；Described I-steel vertical beam 1 includes a plate 11, is relatively fixed in the both sides of described connecting plate 11
Left side wing plate 12 and right side wing plate 12 and be fixed on left side wing plate 12 and connecting plate 11 between, right side flap
Reinforcing plate 13 between plate 12 and connecting plate 11.
Further, the long slab 21 of described L-type bracing frame fits in the side of vertical beam 1, and by bolt 4
Locking, the short slab 22 of L-type bracing frame is fitted in the side of crossbeam 5, and is locked by bolt 4.
Further, described reinforcement 3 is triangular plate.
The present invention provide strong Anti-seismic steel construction by between left side wing plate and connecting plate and right side wing plate and
Reinforcing plate is set between connecting plate, effectively raises the intensity of I-steel vertical beam, thus ensure that shock resistance
Energy.
The foregoing is only presently preferred embodiments of the present invention, not in order to limit the present invention, all the present invention's
Within spirit and principle, any modification, equivalent substitution and improvement etc. made, should be included in the present invention's
Within protection domain.
Claims (3)
1. a strong Anti-seismic steel construction, horizontal including I-steel vertical beam and the I-steel being arranged on vertical beam side
Beam, it is characterised in that: the upper and lower both sides of described beam-end are separately installed with and are fixed on vertical beam by crossbeam
L-type bracing frame, the middle part inside L-type bracing frame is provided with reinforcement；Described I-steel vertical beam includes one even
Fishplate bar, be relatively fixed the left side wing plate in the both sides of described connecting plate and right side wing plate and be fixed on left side wing plate
And the reinforcing plate between connecting plate, between right side wing plate and connecting plate.
Strong Anti-seismic steel construction the most according to claim 1, it is characterised in that described L-type bracing frame
Long slab fit in the side of vertical beam, and locked by bolt, the short slab of L-type bracing frame fits in the one of crossbeam
Side, and locked by bolt.
Strong Anti-seismic steel construction the most according to claim 1, it is characterised in that described reinforcement is three
Dihedral plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610372684.7A CN105888061A (en) | 2016-05-30 | 2016-05-30 | Highly-anti-seismic steel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610372684.7A CN105888061A (en) | 2016-05-30 | 2016-05-30 | Highly-anti-seismic steel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105888061A true CN105888061A (en) | 2016-08-24 |
Family
ID=56710641
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610372684.7A Pending CN105888061A (en) | 2016-05-30 | 2016-05-30 | Highly-anti-seismic steel structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105888061A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106869306A (en) * | 2017-03-07 | 2017-06-20 | 中国建筑第八工程局有限公司 | The attachment structure of system of steel residential structure and steel structure column and steel structure girder |
| CN107268997A (en) * | 2017-08-04 | 2017-10-20 | 付志红 | One kind is multi-functional to be used for wall and slab form ruggedized construction component |
-
2016
- 2016-05-30 CN CN201610372684.7A patent/CN105888061A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106869306A (en) * | 2017-03-07 | 2017-06-20 | 中国建筑第八工程局有限公司 | The attachment structure of system of steel residential structure and steel structure column and steel structure girder |
| CN107268997A (en) * | 2017-08-04 | 2017-10-20 | 付志红 | One kind is multi-functional to be used for wall and slab form ruggedized construction component |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104895249B (en) | It is a kind of can in-situ immobilization combination suspension column | |
| CN205776734U (en) | A kind of assembly concrete connecting structure of beam column nodes | |
| CN101775840B (en) | Beam column node suitable for quadrate steel pipe column | |
| CN105735503A (en) | Energy consumption steel column system with replaceable hysteretic dampers | |
| CN103498515B (en) | A kind of mild steel damper for bean column node angle or suspension column place | |
| CN106049257A (en) | Longspan cable-stayed bridge aseismic structure provided with buckling restrained braces | |
| CN110158771A (en) | A kind of anti-buckling support energy consumption type bean column node for construction steel structure | |
| CN105888061A (en) | Highly-anti-seismic steel structure | |
| CN211548196U (en) | Steel plate concrete shear wall with strong edge member | |
| CN106480997A (en) | The modular assembly connection limb steel plate shear force wall of replaceable core module | |
| CN111119333A (en) | Steel frame beam column cross node | |
| CN103572855B (en) | Clean steel H profile steel power consumption core tension compensates buckling restrained brace | |
| CN204491420U (en) | A kind of reinforcement structure of bracket | |
| CN208023855U (en) | A kind of reinforced concrete stairs seismic reinforcing structure | |
| CN207017288U (en) | A kind of stake and the connecting node of raft plate or cushion cap | |
| CN210767949U (en) | Reinforced connecting beam device for additionally installing elevator in existing building | |
| CN203346779U (en) | Novel rib arch bridge transverse aseismic structure system with buckling restrained braces | |
| CN213979285U (en) | Assembled steel construction building with supplementary structure of dismantling | |
| CN210032185U (en) | Existing building shock attenuation bearing structure | |
| CN204920627U (en) | Injection molding's anti chongmen frame of integral type | |
| CN216689762U (en) | Beam-end flange cover plate-support reinforced node | |
| CN204081139U (en) | Light steel integrated house shear wall | |
| CN206581830U (en) | A kind of people's air defense of Stability Analysis of Structures strong shock resistance composite protective door | |
| CN204252315U (en) | For realizing the damping mechanism of energy-dissipating and shock-absorbing between longitudinal framing levels | |
| CN215055640U (en) | Reinforced structure is used to house antidetonation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160824 |