CN212835904U - Anti-seismic steel structure - Google Patents
Anti-seismic steel structure Download PDFInfo
- Publication number
- CN212835904U CN212835904U CN202021001384.6U CN202021001384U CN212835904U CN 212835904 U CN212835904 U CN 212835904U CN 202021001384 U CN202021001384 U CN 202021001384U CN 212835904 U CN212835904 U CN 212835904U
- Authority
- CN
- China
- Prior art keywords
- plate
- short
- wing
- sides
- web
- 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
Links
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses an anti-seismic steel structure, the two sides of a column web plate are respectively provided with a column wing plate, the column wing plates are positioned at the two sides of the column web plate and are respectively provided with two slots, the two sides of a beam web plate are respectively provided with a beam wing plate, the two ends of the beam wing plates are respectively provided with a beam extension section which is arranged in the slots of the column web plate, a support plate is arranged between the upper and the lower beam extension sections at the same side, the two sides of the support plate are respectively provided with short H-shaped steel, the upper and the lower ends of the support plate and the short H-shaped steel are fastened through a long bolt and a nut component, one end of the short plate is vertically connected with one end of a long plate, a triangular plate is arranged between the short plate and the long plate, the short plate is connected with the column wing plates through the long bolt and, thereby greatly improving the overall anti-seismic performance.
Description
Technical Field
The utility model relates to a steel construction technical field specifically is an antidetonation steel construction.
Background
Steel structures are structures composed of steel materials and are one of the main building structure types. The structure mainly comprises beam steel, steel columns, steel trusses and other members made of section steel, steel plates and the like.
The conventional steel structure has the defects of high strength and poor anti-seismic performance, so that a steel part is easy to break, and the steel part is easy to deform due to the defects of high anti-seismic performance and poor strength, so that an improved technology is urgently needed to solve the problem in the prior art.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an antidetonation steel construction, through set up pterygoid lamina extension section respectively at the crossbeam both ends, and the slot through pterygoid lamina extension section and stand pterygoid lamina links to each other, and set up two short H shaped steel and a backup pad between stand web both sides and pterygoid lamina extension section, and it is fixed with it through stay bolt and nut component, absorb partial vibrations through short H shaped steel, thereby holistic anti-seismic performance has been improved greatly, be provided with the triangle reinforcing plate between stand pterygoid lamina and the crossbeam pterygoid lamina, thereby improve the intensity between stand and the crossbeam, thereby improve holistic anti-seismic performance, thereby improve holistic deformation resistance, in order to solve the problem of proposing among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: an anti-seismic steel structure comprises upright columns, cross beams, a reinforcing component and triangular reinforcing plates;
the upright post comprises an upright post web plate and upright post wing plates, wherein the upright post wing plates are respectively arranged on two sides of the upright post web plate, and two slots are respectively formed in the upright post wing plates positioned on two sides of the upright post web plate;
the cross beam comprises a cross beam web plate, cross beam wing plates and wing plate extension sections, wherein the cross beam wing plates are arranged on two sides of the cross beam web plate respectively, the cross beam extension sections are arranged at two ends of each cross beam wing plate, and the cross beam extension sections are arranged in slots of the upright post web plate;
the reinforcing assembly comprises short H-shaped steel and a supporting plate, the supporting plate is arranged between the upper and lower beam extending sections on the same side, the two sides of the supporting plate are respectively provided with the short H-shaped steel, and the upper ends and the lower ends of the supporting plate and the short H-shaped steel are fastened through long bolts and nut assemblies;
the triangle reinforcing plate, the triangle reinforcing plate includes short slab, long slab and set-square, short slab one end links to each other with long slab one end is perpendicular, the set-square sets up between short slab and long slab, the short slab passes through long bolt and nut assembly and links to each other with the stand pterygoid lamina, the long slab passes through short bolt and nut assembly and links to each other with the crossbeam pterygoid lamina.
Preferably, the utility model provides a pair of antidetonation steel construction, wherein, distance between the slot of stand pterygoid lamina both sides is the crossbeam web thickness, the slot of stand pterygoid lamina both sides and the cross-section phase-match of pterygoid lamina extension to guarantee that the pterygoid lamina extension just in time inserts in the slot of both sides, it has the through-hole to open on the stand pterygoid lamina for with the stay bolt cooperation.
Preferably, the utility model provides a pair of antidetonation steel construction, wherein, crossbeam pterygoid lamina both ends are located the both sides of crossbeam web and all open there is the through-hole for link to each other through short bolt and triangle reinforcing plate.
Preferably, the utility model provides a pair of antidetonation steel construction, wherein, the length of pterygoid lamina extension section is two stand pterygoid laminas and the width sum of stand web in addition, avoids pterygoid lamina extension section overlength or short excessively, makes its just in time all be connected with the stand pterygoid lamina of stand both sides.
Preferably, the utility model provides a pair of antidetonation steel construction, wherein, the length of short H shaped steel and the length of backup pad are unanimous with the width of crossbeam web to guarantee stability, the through-hole has all been opened to backup pad upper end and lower extreme for cooperate with the stay bolt.
Preferably, the utility model provides a pair of antidetonation steel construction, wherein, short H shaped steel comprises short web and two short wing boards, the through-hole has all been opened in the outside that short wing board upper end and lower extreme are located short web, the through-hole position that the position of the through-hole opened on the short wing board matches with the position phase of backup pad open-hole and the through-hole position that the stand pterygoid lamina opened respectively for with the long bolt cooperation, the width of stand web equals the width of two short webs and four short wing plate thicknesses in addition support plate thickness sums, make two short H shaped steel and backup pad fill completely in the both sides of stand web to the card is between two stand pterygoid laminas, in order to improve stability.
Preferably, the utility model provides a pair of antidetonation steel construction, wherein, it has the through-hole to open on the short slab, the through-hole position phase-match that opens on short slab and the stand pterygoid lamina and cooperate with the stay bolt.
Preferably, the utility model provides a pair of antidetonation steel construction, wherein, it all opens the through-hole to lie in the set-square both sides on the long slab, the position phase-match of the through-hole opened on the position of the through-hole opened on the long slab and the crossbeam pterygoid lamina and cooperate with short bolt.
Compared with the prior art, the beneficial effects of the utility model are that:
(1) through set up pterygoid lamina extension respectively at crossbeam both ends to the slot that extends section and stand pterygoid lamina through the pterygoid lamina links to each other, and set up two short H shaped steel and a backup pad between stand web both sides and pterygoid lamina extension, and fix it through stay bolt and nut component, absorb partial vibrations through short H shaped steel, thereby improved holistic anti-seismic performance greatly.
(2) A triangular reinforcing plate is arranged between the upright post wing plate and the cross beam wing plate, so that the strength between the upright post and the cross beam is improved, the integral anti-seismic performance is improved, and the integral anti-deformation rate is improved.
(3) The structure is simple, and the adopted steel parts are common steel parts, so that the installation is very convenient.
Drawings
Fig. 1 is a schematic structural view of the present invention;
fig. 2 is a schematic top view (detailed) of the present invention;
FIG. 3 is a schematic side view of the pillar;
FIG. 4 is a schematic top view of the cross beam;
FIG. 5 is a schematic view of a triangular stiffener structure;
FIG. 6 is a schematic top sectional view of a short H-section steel.
In the figure: the vertical column comprises a vertical column 1, a transverse beam 2, a reinforcing component 3, a triangular reinforcing plate 4, a long bolt 5, a short bolt 6, a vertical column web plate 11, a vertical column wing plate 12, a transverse beam web plate 21, a transverse beam wing plate 22, a wing plate extension section 23, a short H-shaped steel 31, a supporting plate 32, a short plate 41, a long plate 42, a triangular plate 43, a short web plate 311 and a short wing plate 312.
Detailed Description
The technical solution of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative efforts belong to the protection scope of the present invention;
it should be noted that, in the description of the present invention, it is to be noted that the terms "inside", "outside", "upper", "lower", "both sides", "one end", "the other end", "left", "right", and the like indicate the directions or positional relationships based on the directions or positional relationships shown in the drawings, and are only for convenience of description and simplification of the present invention, and do not indicate or imply that the device or element referred to must have a specific direction, be constructed and operated in a specific direction, and thus, should not be construed as limiting the present invention.
Referring to fig. 1-6, the present invention provides a technical solution: an anti-seismic steel structure comprises upright columns 1, cross beams 2, a reinforcing component 3 and triangular reinforcing plates 4; the upright column 1 comprises an upright column web plate 11 and upright column wing plates 12, wherein the upright column wing plates 12 are respectively arranged on two sides of the upright column web plate 11, two slots are respectively arranged on the upright column wing plates 12 positioned on two sides of the upright column web plate 11, the distance between the slots on two sides of the upright column wing plates 12 is the thickness of the cross beam web plate 21, the slots on two sides of the upright column wing plates 12 are matched with the cross section of the wing plate extension section 23, and through holes are formed in the upright column wing plates 12; the cross beam 2 comprises a cross beam web plate 21, cross beam wing plates 22 and wing plate extension sections 23, the cross beam wing plates 22 are arranged on two sides of the cross beam web plate 21 respectively, the cross beam 2 extension sections are arranged at two ends of the cross beam wing plates 22 respectively, the cross beam 2 extension sections are arranged in slots of the upright post web plate 11, through holes are formed in two sides, located on the cross beam web plate 21, of two ends of each cross beam wing plate 22 respectively, and the length of each wing plate extension section 23 is the sum of the widths of the two upright post wing plates 12 and; the reinforcing component 3 comprises short H-shaped steel 31 and a supporting plate 32, the supporting plate 32 is arranged between the upper and lower beam 2 extension sections on the same side, the short H-shaped steel 31 is arranged on two sides of the supporting plate 32 respectively, the upper end and the lower end of the supporting plate 32 and the short H-shaped steel 31 are fastened through a long bolt 5 and a nut component, the length of the short H-shaped steel 31 and the length of the supporting plate 32 are consistent with the width of the beam web 21, and the upper end and the lower end of the supporting plate 32 are provided with through holes; triangle reinforcing plate 4 includes short plate 41, long plate 42 and triangular plate 43, short plate 41 one end links to each other with long plate 42 one end is perpendicular, triangular plate 43 sets up between short plate 41 and long plate 42, short plate 41 passes through long bolt 5 and nut component and links to each other with stand pterygoid lamina 12, long plate 42 passes through short bolt 6 and nut component and links to each other with crossbeam pterygoid lamina 22, it has the through-hole to open on the short plate 41, the through-hole position phase-match that opens on short plate 41 and the stand pterygoid lamina 12 and cooperate with long bolt 5, it has the through-hole all to lie in triangular plate 43 both sides on the long plate 42, the position phase-match of the through-hole that opens on long plate 42 and the crossbeam pterygoid lamina 22 and cooperate with short bolt 6.
The short H-shaped steel 31 is composed of a short web 311 and two short wing plates 312, through holes are formed in the outer sides of the short web 311 at the upper end and the lower end of the short wing plates 312, the positions of the through holes formed in the short wing plates 312 are respectively matched with the positions of the through holes formed in the support plate 32 and the positions of the through holes formed in the column wing plates 12, and the width of the column web 11 is equal to the sum of the width of the two short web plates 311, the thickness of the four short wing plates 312 and the thickness of the support plate 32.
The installation method and the use principle are as follows: firstly, inserting wing plate extension sections 23 at two ends of a cross beam 2 into slots of upright post webs 11 at two sides of the same upright post 1, then forming a group of reinforcing components 3 by two short H-shaped steels 31 and a support plate 32, placing the reinforcing components 3 at two sides of the upright post webs 11 and between the upper wing plate extension section 23 and the lower wing plate extension section 23, then placing a triangular reinforcing plate 4 at the joint of a cross beam wing plate 22 and an upright post wing plate 12, connecting the triangular reinforcing plate 4 with the cross beam wing plate 22 through a short bolt 6 and a nut component, then passing a long bolt 5 through a through hole of the upright post wing plate 12, a through hole at the upper end and the lower end of the short wing plate 312, a through hole at the upper end and the lower end of the support plate 32 and a through hole of a short plate 41, matching with the nut component, connecting the reinforcing component 3, the upright post 1 and the connected triangular reinforcing plate 4, and connecting all the, and obtaining the anti-seismic steel structure. The utility model has reasonable structure, two wing plate extension sections 23 are respectively arranged at two ends of the beam 2 and are connected with the slot of the upright wing plate 12 through the wing plate extension sections 23, two short H-shaped steels 31 and a support plate 32 are arranged between two sides of the upright web plate 11 and the wing plate extension sections 23 and are fixed through the long bolt 5 and the nut component, and partial vibration is absorbed through the short H-shaped steels 31, thereby greatly improving the overall anti-seismic performance; a triangular reinforcing plate 4 is arranged between the upright post wing plate 12 and the cross beam wing plate 22, so that the strength between the upright post 1 and the cross beam 2 is improved, the integral anti-seismic performance is improved, and the integral deformation resistance is improved; the structure is simple, and the adopted steel parts are common steel parts, so that the installation is more convenient.
The details of the present invention are well known to those skilled in the art.
Finally, it is to be noted that: the above embodiments are only used for illustrating the technical solutions of the present invention and not for limiting, and although the present invention has been described in detail with reference to the examples, it should be understood by those skilled in the art that the technical solutions of the present invention can be modified and replaced with equivalents without departing from the spirit and scope of the technical solutions of the present invention, which should be covered by the scope of the claims of the present invention.
Claims (8)
1. An antidetonation steel construction which characterized in that: comprises a column (1), a beam (2), a strengthening component (3) and a triangular reinforcing plate (4);
the upright post (1) comprises an upright post web plate (11) and upright post wing plates (12), wherein the upright post wing plates (12) are respectively arranged on two sides of the upright post web plate (11), and two slots are respectively formed in the upright post wing plates (12) which are positioned on two sides of the upright post web plate (11);
the cross beam (2) comprises a cross beam web plate (21), cross beam wing plates (22) and wing plate extension sections (23), the cross beam wing plates (22) are arranged on two sides of the cross beam web plate (21) respectively, the cross beam (2) extension sections are arranged at two ends of each cross beam wing plate (22), and the cross beam (2) extension sections are arranged in slots of the column web plate (11);
the reinforcing component (3) comprises short H-shaped steel (31) and a supporting plate (32), the supporting plate (32) is arranged between the upper and lower extending sections of the cross beam (2) on the same side, the short H-shaped steel (31) is arranged on two sides of the supporting plate (32), and the upper end and the lower end of the supporting plate (32) and the lower end of the short H-shaped steel (31) are fastened through a long bolt (5) and a nut component;
triangle reinforcing plate (4), triangle reinforcing plate (4) include short slab (41), long slab (42) and set-square (43), short slab (41) one end links to each other with long slab (42) one end is perpendicular, set-square (43) set up between short slab (41) and long slab (42), short slab (41) link to each other with stand pterygoid lamina (12) through stay bolt (5) and nut component, long slab (42) link to each other with crossbeam pterygoid lamina (22) through stay bolt (6) and nut component.
2. An earthquake-resistant steel structure according to claim 1, characterized in that: the distance between the slot of stand pterygoid lamina (12) both sides is the thickness of crossbeam web (21), the slot of stand pterygoid lamina (12) both sides and the cross-section phase-match of pterygoid lamina extension (23), it has the through-hole to open on stand pterygoid lamina (12).
3. An earthquake-resistant steel structure according to claim 1, characterized in that: both ends of the beam wing plate (22) are positioned at both sides of the beam web plate (21) and are provided with through holes.
4. An earthquake-resistant steel structure according to claim 1, characterized in that: the length of the wing plate extension section (23) is the sum of the widths of the two upright wing plates (12) and the upright web plate (11).
5. An earthquake-resistant steel structure according to claim 1, characterized in that: the length of the short H-shaped steel (31) and the length of the support plate (32) are consistent with the width of the beam web plate (21), and through holes are formed in the upper end and the lower end of the support plate (32).
6. An earthquake-resistant steel structure according to claim 1, characterized in that: the short H-shaped steel (31) is composed of a short web plate (311) and two short wing plates (312), through holes are formed in the outer sides, located on the short web plate (311), of the upper end and the lower end of each short wing plate (312), the positions of the through holes formed in the short wing plates (312) are respectively matched with the positions of the through holes formed in the support plate (32) and the positions of the through holes formed in the upright wing plates (12), and the width of each upright wing plate (11) is equal to the sum of the width of the two short web plates (311) and the thickness of the four short wing plates (312) plus the thickness of the support plate (32).
7. An earthquake-resistant steel structure according to claim 1, characterized in that: the short plate (41) is provided with a through hole, and the position of the through hole formed in the short plate (41) is matched with the position of the through hole formed in the upright wing plate (12) and matched with the long bolt (5).
8. An earthquake-resistant steel structure according to claim 1, characterized in that: the long plate (42) is positioned on two sides of the triangular plate (43) and is provided with through holes, and the positions of the through holes formed in the long plate (42) are matched with the positions of the through holes formed in the beam wing plate (22) and are matched with the short bolts (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021001384.6U CN212835904U (en) | 2020-06-04 | 2020-06-04 | Anti-seismic steel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021001384.6U CN212835904U (en) | 2020-06-04 | 2020-06-04 | Anti-seismic steel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212835904U true CN212835904U (en) | 2021-03-30 |
Family
ID=75170794
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021001384.6U Expired - Fee Related CN212835904U (en) | 2020-06-04 | 2020-06-04 | Anti-seismic steel structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212835904U (en) |
-
2020
- 2020-06-04 CN CN202021001384.6U patent/CN212835904U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN112459240A (en) | Assembled web-penetrating type steel pipe concrete column and steel beam connecting node | |
| CN212835904U (en) | Anti-seismic steel structure | |
| CN211873032U (en) | Large-span regular splayed prestressed truss steel support | |
| CN218346250U (en) | Connecting structure of crossbeam-free high-penetrating V-shaped column joint | |
| CN216196018U (en) | PEC support column with variable cross section | |
| CN214302987U (en) | Connecting device for connecting joint of buckling restrained brace and existing concrete beam | |
| CN211947977U (en) | High-efficient bailey concatenation platform | |
| CN210013325U (en) | Novel end plate type assembling beam column connecting node | |
| CN215442425U (en) | Prefabricated beam column node and prefabricated post connection structure | |
| CN207892026U (en) | A kind of Staggered Truss Structure Systems using part coupled column | |
| CN221973110U (en) | Building engineering frame roof beam reinforcing apparatus | |
| CN218148874U (en) | Assembly type building connection structure | |
| CN221052844U (en) | Building beam column node structure | |
| CN215166613U (en) | Energy-consuming beam end supporting device | |
| CN217480433U (en) | Assembled beam column node connection structure | |
| CN221298248U (en) | Assembled steel aluminium component connected node | |
| CN215668970U (en) | Simple sightseeing platform additionally arranged on existing truss girder | |
| CN213014678U (en) | Assembled steel structure house connected node | |
| CN217538101U (en) | Energy consumption node of integrated mild steel damper | |
| CN219012105U (en) | Light steel factory building using large-span door type rigid frame | |
| CN215106207U (en) | Lead-buckling-restrained supporting structure and supporting frame system thereof | |
| CN210216718U (en) | Primary and secondary beam joint suitable for prefabricated concrete structure | |
| CN221345267U (en) | Upper-bearing type steel bridge structure | |
| CN217782350U (en) | Steel frame supporting structure adopting assembly construction | |
| CN219864141U (en) | Large roof sliding construction track conversion node with adjustable gradient |
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: 20210330 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |