CN109183999A - A kind of composite structure of composite panel and steel construction - Google Patents
A kind of composite structure of composite panel and steel construction Download PDFInfo
- Publication number
- CN109183999A CN109183999A CN201811046767.2A CN201811046767A CN109183999A CN 109183999 A CN109183999 A CN 109183999A CN 201811046767 A CN201811046767 A CN 201811046767A CN 109183999 A CN109183999 A CN 109183999A
- Authority
- CN
- China
- Prior art keywords
- steel
- composite
- fixed
- fixed ear
- absorbing material
- 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.)
- Granted
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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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/344—Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts
- E04B1/3441—Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts with articulated bar-shaped elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/023—Bearing, supporting or connecting constructions specially adapted for such buildings and comprising rolling elements, e.g. balls, pins
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/024—Structures with steel columns and beams
Abstract
The invention discloses the composite structures of a kind of composite panel and steel construction, it includes the girder steel (2) that can be fixed on the steel bushing (1) at the top of steel column and be mated with, the side of the steel column (1) is vertically welded with haunched slab (3), the direct frame in end of the girder steel (2) is in haunched slab (3), composite shock-absorbing material cushion (4) are fixedly installed on the haunched slab (3), composite shock-absorbing material cushion (4) the generally disc-shaped structure, the slot (5) for the insertion of composite shock-absorbing material (4) gap is offered at the bottom surface of the girder steel (2)；It is offered twice locating slot (6) at the lateral surface of the steel bushing (1), is provided with fixed ear base (7) in each locating slot (6).The configuration of the present invention is simple, can efficiently against between Liang Yuzhu because vibration caused by physical fracture the phenomenon that, have preferable energy-absorbing and buffer function.
Description
Technical field
The present invention relates to build relevant technical field, and in particular to be a kind of composite panel and steel construction
Composite structure.
Background technique
Assembling type steel structure has more and more obtained the approval of users with the simple advantage of its mounting structure, but
It is that whole bonding strength in actual application process is lower, especially beam column is mostly using fixed welded connecting
Structure, therefore physical fracture injury is easily generated during vibration, it is poor to directly result in whole shockproof effect.
Summary of the invention
It is an object of the present invention to provide the composite structures of a kind of composite panel and steel construction, it can efficiently solve background skill
The problem of in the presence of art.
In the presence of solving the problems, such as background technique, it includes that can be fixed on steel bushing 1 at the top of steel column and therewith
The girder steel 2 of docking, the side of the steel column 1 are vertically welded with haunched slab 3, and the direct frame in end of the girder steel 2 is in haunched slab 3, institute
It states and is fixedly installed with composite shock-absorbing material cushion 4 on haunched slab 3, the generally disc-shaped structure of composite shock-absorbing material cushion 4, the steel
The slot 5 for the insertion of 4 gap of composite shock-absorbing material is offered at the bottom surface of beam 2；
Twice locating slot 6 is offered at the lateral surface of the steel bushing 1, and fixed ear base 7 is provided in each locating slot 6, it is described
Fixed ear base 7, which is located in steel bushing 1, is welded with positioning plate 8 on the end of one end, two fixed ear bases 7 are located at girder steel 2
Two sides, be connected and fixed between two fixed ear bases 7 and girder steel 2 by hinged shaft 9, the both ends of the hinged shaft 9 be respectively arranged with
Its nut 10 for being screwed on fixed is arranged with damping Rubber washer 11 on each fixed ear base 7, and the end of the damping Rubber washer 11 is outside
Positioning side 12 is vertically extended, the positioning side 12 is between locating slot 6 and fixed ear base 7.
Haunch support plate 13 is provided between the haunched slab 3 and steel column 1.
The positioning plate 8 is welded and fixed there are two limit base 14, which is located at the two sides of fixed ear base 7, the limit
It is arcuate structure that position seat 14, which is met to the endface of 11 one end of damping Rubber washer, and the end of the damping Rubber washer 11 offers and limits
The position corresponding arc groove of seat 14.
Can effectively it overcome due to using above technical scheme the invention has the following advantages: structure is simple
The phenomenon that between Liang Yuzhu because of physical fracture caused by vibration, there is preferable energy-absorbing and buffer function.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
Some embodiments of invention without any creative labor, may be used also for those of ordinary skill in the art
To obtain other drawings based on these drawings.
Fig. 1 is decomposition texture schematic diagram of the invention.
Specific embodiment
In order to be easy to understand the technical means, the creative features, the aims and the efficiencies achieved by the present invention, below will
In conjunction with the attached drawing in the embodiment of the present invention, technical scheme in the embodiment of the invention is clearly and completely described.
Referring to Fig. 1, present embodiment, which adopts the following technical solutions, to be achieved, it includes that can be fixed on steel column
The steel bushing 1 at top and the girder steel 2 being mated with, the side of the steel column 1 are vertically welded with haunched slab 3, and the end of the girder steel 2 is straight
It connects frame and is fixedly installed with composite shock-absorbing material cushion 4 on haunched slab 3, the haunched slab 3, the composite shock-absorbing material cushion 4 is generally
Disc-shaped structure offers the slot 5 for the insertion of 4 gap of composite shock-absorbing material at the bottom surface of the girder steel 2；
Twice locating slot 6 is offered at the lateral surface of the steel bushing 1, and fixed ear base 7 is provided in each locating slot 6, it is described
Fixed ear base 7, which is located in steel bushing 1, is welded with positioning plate 8 on the end of one end, two fixed ear bases 7 are located at girder steel 2
Two sides, be connected and fixed between two fixed ear bases 7 and girder steel 2 by hinged shaft 9, the both ends of the hinged shaft 9 be respectively arranged with
Its nut 10 for being screwed on fixed is arranged with damping Rubber washer 11 on each fixed ear base 7, and the end of the damping Rubber washer 11 is outside
Positioning side 12 is vertically extended, the positioning side 12 is between locating slot 6 and fixed ear base 7.
Haunch support plate 13 is provided between the haunched slab 3 and steel column 1.
The positioning plate 8 is welded and fixed there are two limit base 14, which is located at the two sides of fixed ear base 7, the limit
It is arcuate structure that position seat 14, which is met to the endface of 11 one end of damping Rubber washer, and the end of the damping Rubber washer 11 offers and limits
The position corresponding arc groove of seat 14.
The application method and its principle of technical solution part in present embodiment are made with reference to the accompanying drawing further
Elaboration:
Due to the shockproof vibration that mainly overcome horizontally and vertically of steel construction, in the vibration for facing vertical direction
Shi Gangliang 2 and steel column 1 generate upper and lower linkage by fixed ear base 7 and hinged shaft 9, and fixed ear base 7 is upper during vibration
Lower both ends squeeze positioning side 12 to realize the damping of vertical direction, while preventing composite shock-absorbing material cushion 4 from running off slot 5 completely
The phenomenon that；
When facing the vibration of horizontal direction, the damping of horizontal direction is carried out by 5 extrusion cladding vibration-absorptive material 4 of slot；
Present embodiment is realized vertically and horizontally by rigid connection combination damping Rubber washer 11 and composite shock-absorbing material cushion 4
The damping in direction ensure that node will not generate physical fracture damage during vibration while ensure that bonding strength
Wound.
Finally, it should be noted that the above embodiments are merely illustrative of the technical solutions of the present invention, rather than its limitations；Although
Present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should understand that, still may be used
To modify the technical solutions described in the foregoing embodiments or equivalent replacement of some of the technical features；
And these are modified or replaceed, technical solution of various embodiments of the present invention that it does not separate the essence of the corresponding technical solution spirit and
Range.
Claims (3)
1. the composite structure of a kind of composite panel and steel construction, it is characterised in that it includes the steel that can be fixed at the top of steel column
Set (1) and the girder steel (2) being mated with, the side of the steel column (1) are vertically welded with haunched slab (3), the end of the girder steel (2)
Direct frame is fixedly installed with composite shock-absorbing material cushion (4) on haunched slab (3), the haunched slab (3), the composite shock-absorbing material cushion
(4) generally disc-shaped structure offers inserting for the insertion of composite shock-absorbing material (4) gap at the bottom surface of the girder steel (2)
Slot (5)；
It is offered twice locating slot (6) at the lateral surface of the steel bushing (1), is provided with fixed ear base in each locating slot (6)
(7), the fixed ear base (7) is located on the end of steel bushing (1) interior one end and is welded with positioning plate (8), two fixed ear bases
(7) two sides of girder steel (2) are located at, are connected and fixed between two fixed ear bases (7) and girder steel (2) by hinged shaft (9), it is described
The both ends of hinged shaft (9) are respectively arranged with to be screwed on fixed nut (10) with it, is arranged with damping rubber on each fixed ear base (7)
It pads (11), the end of the damping Rubber washer (11) vertically extends positioning side (12) outward, which is located at locating slot
(6) between fixed ear base (7).
2. the composite structure of a kind of composite panel and steel construction according to claim 1, it is characterised in that described adds
Haunch support plate (13) are provided between armpit plate (3) and steel column (1).
3. the composite structure of a kind of composite panel and steel construction according to claim 1, it is characterised in that the positioning
Plate (8) is welded and fixed there are two limit base (14), which is located at the two sides of fixed ear base (7), the limit base (14)
Meeting to the endface of damping Rubber washer (11) one end is arcuate structure, and the end of the damping Rubber washer (11) offers and limits
The corresponding arc groove of seat (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811046767.2A CN109183999B (en) | 2018-09-08 | 2018-09-08 | Composite board and steel structure combined structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811046767.2A CN109183999B (en) | 2018-09-08 | 2018-09-08 | Composite board and steel structure combined structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109183999A true CN109183999A (en) | 2019-01-11 |
| CN109183999B CN109183999B (en) | 2020-02-14 |
Family
ID=64915491
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811046767.2A Active CN109183999B (en) | 2018-09-08 | 2018-09-08 | Composite board and steel structure combined structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109183999B (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000096710A (en) * | 1998-09-22 | 2000-04-04 | Nippon Eisei Center:Kk | Earthquake resistant reinforcing metal fitting |
| CN101215856A (en) * | 2007-12-27 | 2008-07-09 | 河北理工大学 | Steel tube concrete column-plate hinged joint node |
| CN102220786A (en) * | 2010-04-15 | 2011-10-19 | 沈阳铝镁设计研究院有限公司 | Hinge connection structure and method for supporting steel columns on steel beams |
| CN105863094A (en) * | 2016-04-03 | 2016-08-17 | 河南大学 | Steel structure anti-seismic floor used for building |
| CN205711710U (en) * | 2016-04-15 | 2016-11-23 | 柳州欧维姆机械股份有限公司 | Implanted gum elastic stand apparatus |
| CN206655369U (en) * | 2017-04-25 | 2017-11-21 | 尹君赐 | A kind of construction steel structure anti-seismic floorslab |
| CN206769052U (en) * | 2017-05-11 | 2017-12-19 | 河北建筑工程学院 | A kind of New Types of Beam column Connections |
-
2018
- 2018-09-08 CN CN201811046767.2A patent/CN109183999B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000096710A (en) * | 1998-09-22 | 2000-04-04 | Nippon Eisei Center:Kk | Earthquake resistant reinforcing metal fitting |
| CN1342237A (en) * | 1998-09-22 | 2002-03-27 | 株式会社日本卫生中心 | Earthquake-proofing reinforcing metal fitting |
| CN101215856A (en) * | 2007-12-27 | 2008-07-09 | 河北理工大学 | Steel tube concrete column-plate hinged joint node |
| CN102220786A (en) * | 2010-04-15 | 2011-10-19 | 沈阳铝镁设计研究院有限公司 | Hinge connection structure and method for supporting steel columns on steel beams |
| CN105863094A (en) * | 2016-04-03 | 2016-08-17 | 河南大学 | Steel structure anti-seismic floor used for building |
| CN205711710U (en) * | 2016-04-15 | 2016-11-23 | 柳州欧维姆机械股份有限公司 | Implanted gum elastic stand apparatus |
| CN206655369U (en) * | 2017-04-25 | 2017-11-21 | 尹君赐 | A kind of construction steel structure anti-seismic floorslab |
| CN206769052U (en) * | 2017-05-11 | 2017-12-19 | 河北建筑工程学院 | A kind of New Types of Beam column Connections |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109183999B (en) | 2020-02-14 |
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