CN208792855U - A kind of house light section steel structure of antidetonation - Google Patents
A kind of house light section steel structure of antidetonation Download PDFInfo
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- CN208792855U CN208792855U CN201821252136.1U CN201821252136U CN208792855U CN 208792855 U CN208792855 U CN 208792855U CN 201821252136 U CN201821252136 U CN 201821252136U CN 208792855 U CN208792855 U CN 208792855U
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Abstract
The utility model discloses a kind of house light section steel structures of antidetonation, it is related to technical field of buildings, it is intended to solve when large-scale earthquake occurs, by bolted light section steel structure by strenuous vibration, bolt is easy to fall off, leads to wall full wafer or most of the problem of collapsing.Its key points of the technical solution are that including several frame units, horizontally-supported column one, the horizontally-supported column two of vertical frame unit sidewall are connected on the inside of frame unit, is connected with vertical support column between horizontally-supported column one and horizontally-supported column two；Fluted one is opened up in horizontally-supported column one, fluted two are opened up in horizontally-supported column two, the both ends of vertical support column are inserted in respectively in groove one and groove two, and the top and bottom end of vertical support column are respectively connected with connecting plate, are connected with spring one between one roof of connecting plate and groove.The utility model has good buffer function to the strenuous vibration of generation by setting spring one, achievees the purpose that improve light section steel structure shock resistance.
Description
Technical field
The utility model relates to technical field of buildings, more specifically, it relates to a kind of house light section steel structure of antidetonation.
Background technique
House light section steel structure is a kind of building structure, it is the residential housing using steel as building bearing beam column, it has
Have the advantages that light-weight, intensity is high.Steel structure member makes in factory, reduces site workload, shortens the construction period.
Existing Authorization Notice No. is that the Chinese patent of CN201502103U discloses a kind of light steel structure civil building, is wrapped
Frame, wall, foundations are included to constitute, frame is located on foundations, and the periphery that wall goes along with sb. to guard him frame constitutes closed building structure,
Frame is bolted by light section and is constituted, and wall inner core is embedded with metal connection lacing wire and frame is bolted company
It connects；It is wiped with cement sand bed on the inside of wall, wall outer side is stained with fine concrete layer and tapestry brick.
But the frame of above-mentioned light steel structure civil building is bolted by light section, wall inner core is also logical
Bolt is crossed to connect with frame.When large-scale earthquake occurs, for frame by strenuous vibration, bolt is easy to fall off, easily leads to wall full wafer
Or most of collapsing, there are potential security risks, therefore are further improved.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of house light section knots of antidetonation
Structure, with the good advantage of anti-seismic performance.
To achieve the above object, the utility model provides following technical solution: a kind of house light section steel structure of antidetonation,
Including several frame units, each frame unit is the rectangle frame being spliced by four light section head and the tail, the frame
The inside roof of unit is connected with the horizontally-supported column one of vertical frame unit sidewall, the inside bottom wall connection of the frame unit
There is the horizontally-supported column two of vertical frame unit sidewall, is connected between the horizontally-supported column one and horizontally-supported column two vertical
In the vertical support column of horizontally-supported column；The bottom surface of the horizontally-supported column one opens up fluted one, the horizontally-supported column two
Bottom surface open up fluted two, the both ends of the vertical support column are inserted in respectively in groove one and groove two, the vertical branch
The top and bottom end of dagger are respectively connected with connecting plate, between one roof of the connecting plate and groove, two bottom wall of connecting plate and groove
Connect elastic direction and vertical support column axially consistent spring one.
By using above-mentioned technical proposal, when strenuous vibration occurs, the active force that frame unit is subject to is transmitted to level
On support column one, horizontally-supported column two and vertical support column one, there is shifting in groove one, groove two after vertical one stress of support column
Dynamic trend converts kinetic energy into elastic potential energy, prevents steel construction deformation displacement, spring a pair produces due to being connected to spring one
Raw strenuous vibration has good buffer function, can mitigate vibration destruction caused by house significantly.
Further, bullet is respectively connected between the arranged on left and right sides face of the vertical support column and the arranged on left and right sides wall of groove one
Power direction and the axial consistent spring two of horizontally-supported column one.
By using above-mentioned technical proposal, when strenuous vibration occurs, the active force that frame unit is subject to is transmitted to level
On support column one and horizontally-supported column two, due to being connected to spring two, elastic potential energy is converted kinetic energy into, prevents steel construction from deforming
The strenuous vibration of displacement, two pairs of spring generations has good buffer function, can mitigate vibration destruction caused by house significantly.
Further, it is provided on one bottom surface of horizontally-supported column and is used to support horizontally-supported column one and vertical support column
The support plate of junction, the rectangular triangle in the section of the support plate.
By using above-mentioned technical proposal, further consolidate the bonding strength of junction, prevents steel construction deformation displacement, mention
The anti-seismic performance of high steel construction.
Further, ribs is connected between the horizontally-supported column one and horizontally-supported column two.
By using above-mentioned technical proposal, increase the connective stability between horizontally-supported column one and horizontally-supported column two,
Improve anti-seismic performance.
Further, there are two stablize for setting on the horizontally-supported column one side opposite with horizontally-supported column two
Plate, the steadying plate are located at vertical support column two sides.
By using above-mentioned technical proposal, two steadying plates be fixedly connected with horizontally-supported column one after junction formed T
Type structure, when frame unit is by external force, this T-type structure can transmit vertical and horizontal direction external force, neutralizing by
The partial shear arrived, improves the anti-shearing force of frame unit, to improve the anti-seismic performance of light section steel structure.
Further, stablize there are two being also provided on the horizontally-supported column two side opposite with horizontally-supported column one
Plate, the steadying plate are located at vertical support column two sides.
By using above-mentioned technical proposal, two pieces of steadying plates be fixedly connected with horizontally-supported column two after junction formed T
Type structure, when frame unit is by external force, this T-type structure can transmit vertical and horizontal direction external force, neutralizing by
The partial shear arrived increases the anti-shearing force that two T-type structures further increase frame unit more, further increases light section
The anti-seismic performance of structure.
Further, the section of the steadying plate is T-shaped.
By using above-mentioned technical proposal, 2 T-type structures are formed at the node of the steadying plate of T-type, T-type structure can transmit
Vertical and horizontal direction external force, dissolves the anti-seismic performance that the partial shear being subject to further increases light section steel structure.
Further, the section of the steadying plate is V-shaped.
By using above-mentioned technical proposal, an approximate T-type structure, T-type structure energy are formed at the node of the steadying plate of V-type
Vertical and horizontal direction external force is transmitted, dissolves the partial shear being subject to, further increases the anti-seismic performance of light section steel structure；
And the structure of triangle is formed between the connecting plate of V-type and horizontally-supported column one, while also improving the stability of frame unit.
In conclusion the utility model has the following beneficial effects:
1, using spring one and spring two, when strenuous vibration occurs, the active force that frame unit is subject to is transmitted to level
On support column one, horizontally-supported column two and vertical support column, along vertical side in groove one, groove two after vertical support column stress
To mobile compressed spring one, elastic potential energy is converted kinetic energy into, prevents steel construction deformation displacement, spring one, two pairs of spring generations
Strenuous vibration have good buffer function, can mitigate significantly vibration the destruction caused by house；
2, using T-type structure is formed after connecting between steadying plate, with horizontally-supported column one, horizontally-supported column two, work as frame
When unit is by external force, this T-type structure can transmit vertical and horizontal direction external force, dissolve the Partial Shear being subject to
Power, improves the anti-shearing force of frame unit, to improve the anti-seismic performance of light section steel structure.
Detailed description of the invention
Fig. 1 is the house light section steel structure schematic diagram of antidetonation in embodiment one；
Fig. 2 is the house light section steel structure cross-sectional view of antidetonation in embodiment one；
Fig. 3 is the enlarged diagram of part A in Fig. 2；
Fig. 4 is the house light section steel structure schematic diagram of antidetonation in embodiment two.
In figure: 1, frame unit；2, horizontally-supported column one；21, groove one；3, horizontally-supported column two；31, groove two；4,
Vertical support column；5, connecting plate；51, spring one；52, spring two；6, support plate；7, ribs；8, steadying plate.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but
As long as all by the protection of Patent Law in the scope of the claims of the utility model.
Embodiment one:
A kind of house light section steel structure of antidetonation is welded by several rectangular frame units 1 referring to Fig.1, frame unit
1 is formed by connecting by four end to end light sections.The inside roof of frame unit 1 is connected with horizontally-supported column 1, level branch
Dagger 1 is perpendicular to 1 side wall of frame unit.The inside bottom wall of frame unit 1 is connected with horizontally-supported column 23, horizontally-supported column
23 also 1 side walls of vertical frame unit.Vertical support column 4 is connected between horizontally-supported column 1 and horizontally-supported column 23, vertically
Support column 4 is perpendicular to horizontally-supported column 1.Two ribs 7 are connected between horizontally-supported column 1 and horizontally-supported column 23,
Increase the connective stability between horizontally-supported column 1 and horizontally-supported column 23, improves anti-seismic performance.Horizontally-supported column 1
Support plate 6 is welded on bottom surface, support plate 6 is located at the junction of horizontally-supported column 1 and vertical support column 4, and support plate 6 is cut
The rectangular triangle in face.Also support plate 6 is welded on the top surface of horizontally-supported column 23, support plate 6 is located at horizontally-supported column 23
With the junction of vertical support column 4.Support plate 6 shares four pieces, further consolidates the bonding strength of junction, prevents steel construction from becoming
Shape displacement, improves the anti-seismic performance of steel construction.
Referring to Fig. 2 and Fig. 3, fluted 1 are opened up in horizontally-supported column 1, is opened up in horizontally-supported column 23 fluted
2 31.The top and bottom end of vertical support column 4 are respectively connected with connecting plate 5, and two pieces of connecting plates 5 are located at groove 1 and groove
In 2 31.Elastic force direction and vertical branch are respectively connected between one 21 roof of connecting plate 5 and groove, 2 31 bottom wall of connecting plate 5 and groove
The axial consistent spring 1 of dagger 4.Connect between the vertical arranged on left and right sides face of support column 4 and the arranged on left and right sides wall of groove 1
It is connected to elastic force direction and the axial consistent spring 2 52 of horizontally-supported column 1.Spring 1,2 52 pairs of the spring violent shakes generated
It is dynamic to have good buffer function, vibration destruction caused by house can be mitigated significantly.
Referring to Fig. 2, the steadying plate 8 there are two settings on horizontally-supported column 1 side opposite with horizontally-supported column 23,
Steadying plate 8 is located at vertical 4 two sides of support column and is welded on horizontally-supported column 1, and is in mirror image pair about vertical support column 4
Claim.There are two steadying plates 8, steadying plate 8 to be located at perpendicular for setting on horizontally-supported column 23 side opposite with horizontally-supported column 1
It 4 two sides of allotment dagger and is welded on horizontally-supported column 23, and is in mirror symmetry about vertical support column 4.Four pieces of steadying plates 8
Cross section it is T-shaped.
Working principle is as follows:
When strenuous vibration occurs, the active force that frame unit 1 is subject to is transmitted to horizontally-supported column 1, horizontally-supported column
23, on vertical support column 4, move up and down in groove 1, groove 2 31, due to being provided with after vertical 4 stress of support column
Spring 1, converts kinetic energy into elastic potential energy, prevents steel construction deformation displacement, spring 1,2 52 pairs of the spring plays generated
Violent shock is dynamic good buffer function, can mitigate vibration destruction caused by house significantly.
Due to forming T-type structure after connecting between steadying plate 8 and horizontally-supported column 1, horizontally-supported column 23, work as frame
When unit 1 is by external force, this T-type structure can transmit vertical and horizontal direction external force, dissolve the Partial Shear being subject to
Power improves the anti-shearing force of frame unit 1, to improve the anti-seismic performance of light section steel structure.
Embodiment two:
A kind of house light section steel structure of antidetonation, referring to Fig. 4, based on embodiment 1, the present embodiment and embodiment one
Difference be: the cross section of steadying plate 8 is V-shaped.
Working principle is as follows:
T-type structure is formed after connecting between steadying plate 8 and horizontally-supported column 1, horizontally-supported column 23, when frame unit 1
When by external force, this T-type structure can transmit vertical and horizontal direction external force, dissolve the partial shear being subject to, mention
The anti-shearing force of high frame unit 1, to improve the anti-seismic performance of light section steel structure.One is formed at the node of the steadying plate 8 of V-type
A approximation T-type structure, also can the external force that is subject to of transmitting portions；And three are formed between the steadying plate 8 and horizontally-supported column 1 of V-type
Angular structure, while also improving the stability of frame unit 1.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but
As long as all by the protection of Patent Law in the scope of the claims of the utility model.
Claims (8)
1. a kind of house light section steel structure of antidetonation, including several frame units (1), each frame unit (1) is by four
The rectangle frame that root light section head and the tail are spliced, it is characterised in that: the inside roof of the frame unit (1) is connected with vertical frame
The inside bottom wall of the horizontally-supported column one (2) of frame unit (1) side wall, the frame unit (1) is connected with vertical frame unit (1)
The horizontally-supported column two (3) of side wall is connected between the horizontally-supported column one (2) and horizontally-supported column two (3) perpendicular to water
The vertical support column (4) of flat support column one (2)；Fluted one (21), the horizontal branch are opened up in the horizontally-supported column one (2)
Fluted two (31) are opened up in dagger two (3), the both ends of the vertical support column (4) are inserted in groove one (21) and groove respectively
In two (31), the top and bottom end of the vertical support column (4) are respectively connected with connecting plate (5), the connecting plate (5) and groove one
(21) it is axial consistent with vertical support column (4) that elastic force direction is respectively connected between roof, connecting plate (5) and groove two (31) bottom wall
Spring one (51).
2. a kind of house light section steel structure of antidetonation according to claim 1, it is characterised in that: the vertical support column
(4) elastic force direction and horizontally-supported column one (2) axis are respectively connected between the left and right sides wall of left and right sides and groove one (21)
To consistent spring two (52).
3. a kind of house light section steel structure of antidetonation according to claim 2, it is characterised in that: the horizontally-supported column one
(2) support plate (6) for being used to support horizontally-supported column one (2) Yu vertical support column (4) junction, the branch are provided on bottom surface
The rectangular triangle in section of fagging (6).
4. a kind of house light section steel structure of antidetonation according to claim 1, it is characterised in that: the horizontally-supported column one
(2) ribs (7) are connected between horizontally-supported column two (3).
5. a kind of house light section steel structure of antidetonation according to claim 1, it is characterised in that: in the horizontally-supported column
There are two steadying plate (8), the steadying plate (8) is located at vertical branch for setting on one (2) and the opposite side of horizontally-supported column two (3)
Dagger (4) two sides.
6. a kind of house light section steel structure of antidetonation according to claim 1, it is characterised in that: in the horizontally-supported column
It is also provided on two (3) and the opposite side of horizontally-supported column one (2) there are two steadying plate (8), the steadying plate (8) is located at vertical
Support column (4) two sides.
7. a kind of house light section steel structure of antidetonation according to claim 5 or 6, it is characterised in that: the steadying plate (8)
Section it is T-shaped.
8. a kind of house light section steel structure of antidetonation according to claim 5 or 6, it is characterised in that: the steadying plate (8)
Section it is V-shaped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821252136.1U CN208792855U (en) | 2018-08-04 | 2018-08-04 | A kind of house light section steel structure of antidetonation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821252136.1U CN208792855U (en) | 2018-08-04 | 2018-08-04 | A kind of house light section steel structure of antidetonation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208792855U true CN208792855U (en) | 2019-04-26 |
Family
ID=66204446
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821252136.1U Expired - Fee Related CN208792855U (en) | 2018-08-04 | 2018-08-04 | A kind of house light section steel structure of antidetonation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208792855U (en) |
-
2018
- 2018-08-04 CN CN201821252136.1U patent/CN208792855U/en not_active Expired - Fee Related
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| 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: 20190426 |
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| CF01 | Termination of patent right due to non-payment of annual fee |