CN208009652U - A kind of reinforced steel structural connection - Google Patents
A kind of reinforced steel structural connection Download PDFInfo
- Publication number
- CN208009652U CN208009652U CN201820205170.7U CN201820205170U CN208009652U CN 208009652 U CN208009652 U CN 208009652U CN 201820205170 U CN201820205170 U CN 201820205170U CN 208009652 U CN208009652 U CN 208009652U
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- steel
- pedestal
- main body
- construction main
- girder steel
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Abstract
The utility model discloses a kind of reinforced steel structural connections, including steel construction main body and pedestal, the steel construction body normal is fixedly connected on pedestal, the steel construction main body is arranged with two L-types with the both sides of pedestal junction and is connected steel plate, it is connected with multiple reinforcing ribs being obliquely installed on the L-type linking steel plate, the steel construction main body is equipped with the first girder steel, first girder steel is equipped with mounting groove corresponding with steel construction main body, the both sides of first girder steel are equipped with fixed plate, two fixed plates are connected by multiple first lock-screws, the fixed plate, the first impenetrating mouth corresponding with the first lock-screw is equipped on first girder steel and steel construction main body.The utility model which has a compact structure and a reasonable design, by the way that reinforced steel structural connection mode is arranged so that the intensity of entire steel structure connecting member rises, and buffer gear is arranged, and improves its whole stability, and support effect is more preferable.
Description
Technical field
The utility model is related to steel structure technology field more particularly to a kind of reinforced steel structural connections.
Background technology
Steel construction is the structure being mainly made of steel material, is one of main building construction types.Structure mainly by
The components such as girder steel, steel column, steel truss made of shaped steel and steel plate etc. form, generally use weld seam, spiral shell between each component or component
Bolt or rivet interlacement.Because its dead weight is lighter, and easy construction, it is widely used in the fields such as large-sized workshop, venue, Super High.Steel
The characteristics of material be intensity it is high, from heavy and light, integral rigidity is good, deformability is strong, therefore for building large span and superelevation, superduty
Building is particularly suitable；Material homogeneity and isotropism are good, belong to perfect elastic body, best suit the substantially false of common engineering mechanics
It is fixed；Material plasticity, good toughness can have moderate finite deformation, can bear dynamic load well.
Although existing steel construction is simple, the integral strength of steel is low, and the support strength of entire steel construction is caused to decline,
So that the reduction of building service life, especially encounter earthquake when, domestic steel construction is not provided with buffering substantially
Mechanism just will produce titanic peril, tremendous influence brought to the production of people when earthquake.
Utility model content
It is slight low such as steel so as to build purpose of the utility model is to solve disadvantage existing in the prior art
Build a kind of reinforced steel structural connection that object service life is reduced, and proposed.
To achieve the goals above, the utility model uses following technical solution：
A kind of reinforced steel structural connection, including steel construction main body and pedestal, the steel construction body normal, which is fixed, to be connected
It is connected on pedestal, the steel construction main body is arranged with two L-types with the both sides of pedestal junction and is connected steel plate, the L-type
Multiple reinforcing ribs being obliquely installed are connected on linking steel plate, the steel construction main body is equipped with the first girder steel, first steel
Beam is equipped with mounting groove corresponding with steel construction main body, and the both sides of first girder steel are equipped with fixed plate, two fixed plates
It is connected by multiple first lock-screws, is equipped with and the first locking screw in the fixed plate, the first girder steel and steel construction main body
Corresponding first impenetrating mouth is followed closely, simultaneously screw thread is socketed with the first spiral shell through multiple first impenetrating mouths for one end of first lock-screw
Cap is fixedly connected on the pedestal there are two the symmetrically arranged pedestal centered on steel construction main body, fixed in the pedestal to connect
It connects there are two hollow ring, piston has been slidably and sealingly connected in the hollow ring, the top of the piston is equipped with support plate, the branch
Fagging is connect by the first telescopic rod with piston, and the top of the support plate is equipped with the second girder steel, the bottom of second girder steel
It is in contact at the top of support plate, multiple damping shock absorbers, the upper end of the damping shock absorber is fixedly connected on the pedestal
It is connect with support plate, the upper end of second girder steel is equipped with the second lock-screw, and one end of second lock-screw is passed through successively
It wears the second girder steel, support plate and pedestal and screw thread is socketed with the second nut.
Preferably, it is equipped with anti-skid chequer on the opposite madial wall of the mounting groove.
Preferably, spring is arranged on first telescopic rod, the both ends of the spring connect with support plate and piston respectively
It connects.
Preferably, snubber block is equipped in the hollow ring, bottom is fixedly connected in the side hollow ring of the snubber block, institute
Snubber block upper end is stated to be in contact with piston.
Preferably, it is in isosceles triangle that multiple reinforcing ribs, which are connected with L-type between steel plate dog-ear,.
Preferably, multiple second telescopic rods are fixedly connected between the pedestal and support plate.
Compared with prior art, the utility model has the beneficial effects that：It is connected steel plate, reinforcing rib, pedestal by the way that L-type is arranged
Isosceles triangle, triangle are formed between interaction between steel construction main body, reinforcing rib and pedestal and steel construction main body
With stability so that steel structure connecting member structure is more secured, and be arranged multiple reinforcing ribs replaced it is traditional entire
Reinforcing rib, traditional reinforcing rib fracture after, integrated steel-structure connector is slack and undisciplined so that overall structure is insecure, multiple reinforcements
Muscle can increase serious forgiveness, and the first girder steel is equipped with mounting groove, and anti-skid chequer is equipped in mounting groove, in addition the phase between fixed plate
Interaction, mounting groove can increase the contact area between the first girder steel and steel construction main body, and anti-skid chequer increases and the first steel
The frictional force of beam improves the intensity of connection, by the way that damping shock absorber, the second telescopic rod, snubber block, piston, support plate, the is arranged
Interaction between one telescopic rod, hollow ring and pedestal can be protected when an earthquake occurs to the second girder steel into row buffering
The stability of steel structure connecting member.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the pedestal and steel construction main part structural perspective of the utility model；
Fig. 3 is structural schematic diagram at the A of the utility model.
In figure：1 steel construction main body, 2 pedestals, 3L types linking steel plate, 4 reinforcing ribs, 5 first girder steels, 6 fixed plates, 7 first locks
Tight screw, 8 first nuts, 9 second telescopic rods, 10 pedestals, 11 hollow rings, 12 snubber blocks, 13 support plates, 14 pistons, 15 first
Telescopic rod, 16 second lock-screws, 17 second girder steels, 18 second nuts, 19 damping shock absorbers, 20 anti-skid chequers.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.
In the description of the present invention, it should be understood that term "upper", "lower", "front", "rear", "left", "right",
The orientation or positional relationship of the instructions such as "top", "bottom", "inner", "outside" is to be based on the orientation or positional relationship shown in the drawings, and is only
The utility model and simplifying describes for ease of description, do not indicate or imply the indicated device or element must have it is specific
Orientation, with specific azimuth configuration and operation, therefore should not be understood as limiting the present invention.
Referring to Fig.1-3, a kind of reinforced steel structural connection, including steel construction main body 1 and pedestal 2, present apparatus steel construction
Connector can cope at intermediate transverse girder, including the connection at upper, three directions in left and right girder steel, pedestal 2 and support plate 13
Between be fixedly connected with multiple second telescopic rods 9, to the second girder steel 17 carry out cushioning supportive, play a protective role, steel construction master
Body 1 is vertically fixedly connected on pedestal 2, and steel construction main body 1 is arranged with two L-types with the both sides of 2 junction of pedestal and is connected
Steel plate 3, L-type, which is connected on steel plate 3, is connected with multiple reinforcing ribs 4 being obliquely installed, and multiple reinforcing ribs 4 are connected 3 dog-ear of steel plate with L-type
Between be in isosceles triangle, triangle have stability so that steel structure connecting member structure is more secured.
Steel construction main body 1 is equipped with the first girder steel 5, and the first girder steel 5 is equipped with mounting groove corresponding with steel construction main body 1, peace
Anti-skid chequer 20 is equipped on the opposite madial wall of tankage, the first girder steel 5 is equipped with mounting groove, and anti-skid chequer is equipped in mounting groove
20, in addition the interaction between fixed plate 6, mounting groove can increase the contact surface between the first girder steel 5 and steel construction main body 1
Product, and anti-skid chequer 20 increases the frictional force with the first girder steel 5, improves the intensity of connection.
The both sides of first girder steel 5 are equipped with fixed plate 6, and two fixed plates 6 are connected by multiple first lock-screws 7, Gu
First impenetrating mouth corresponding with the first lock-screw 7, the first locking are equipped in fixed board 6, the first girder steel 5 and steel construction main body 1
One end of screw 7 is socketed with the first nut 8 through multiple first impenetrating mouths and screw thread, is fixedly connected with that there are two with steel on pedestal 2
Symmetrically arranged pedestal 10 centered on main structure body 1 is fixedly connected in pedestal 10 there are two hollow ring 11, is equipped in hollow ring 11
Snubber block 12, bottom is fixedly connected in the side hollow ring 11 of snubber block 12, and 12 upper end of snubber block is in contact with piston 14, damping
Block 12 can play a protective role to the second girder steel 17 into row buffering, piston 14 has been slidably and sealingly connected in hollow ring 11.
The top of piston 14 is equipped with support plate 13, and support plate 13 is connect by the first telescopic rod 15 with piston 14, and first stretches
Spring is arranged on contracting bar 15, the both ends of spring are connect with support plate 13 and piston 14 respectively, and spring plays the role of cushioning supportive,
The top of support plate 13 is equipped with the second girder steel 17, and the bottom of the second girder steel 17 is in contact with the top of support plate 13, solid on pedestal 2
Surely multiple damping shock absorbers 19 are connected with, the upper end of damping shock absorber 19 is connect with support plate 13, and the upper end of the second girder steel 17 is set
There are the second lock-screw 16, one end of the second lock-screw 16 to sequentially pass through the second girder steel 17, support plate 13 and pedestal 2 and screw thread
It is socketed with the second nut 18.
In the utility model, first girder steel 5 with mounting groove is set, the mounting groove on the first girder steel 5 is placed on
In steel construction main body 1, anti-skid chequer 20 is contacted with the side wall of the first girder steel 5 in mounting groove at this time, then by the first lock-screw 7 and
One nut 8 screws, and is fixedly connected to the first girder steel 5, and the second girder steel 17 is placed in support plate 13, makes its second locking
Screw 16 is threadedly coupled with the second nut 18, lateral fixation is carried out to it, when earthquake occurs, when entire steel construction shakes
It waits, since the contact area between the first girder steel 5 and steel construction main body 1 is big, intensity is high, and stability is high, and reinforcing rib 4 and pedestal
Isosceles triangle is formed between 2 and steel construction main body 1, triangle has stability so that steel structure connecting member structure is more
Securely, promote the ability of antidetonation, and multiple reinforcing ribs 4 are arranged to increase serious forgiveness, promoted pedestal 2 and steel construction main body 1 it
Between stability, the second girder steel 17 shake when, since damping shock absorber 19 consumes it the first impact force, damping shock absorber 19 is past
In lower motion process, the power that the second telescopic rod 9 can generate the second girder steel 17 consumes, and the continuation of the second girder steel 17 is transported down
During dynamic, the sliding in hollow ring 11 of piston 14, due to being slidably and sealingly connected with, during pushing down, compressed air is empty
Gas generates it reaction force, and the power generated to the second girder steel 17 is consumed again, and piston 14 contacts snubber block 12
When, the second girder steel 17 can be carried out again to unload power, play the role of repeatedly protecting.
The preferable specific implementation mode of the above, only the utility model, but the scope of protection of the utility model is not
Be confined to this, any one skilled in the art within the technical scope disclosed by the utility model, according to this practicality
Novel technical solution and its utility model design are subject to equivalent substitution or change, should all cover the protection model in the utility model
Within enclosing.
Claims (6)
1. a kind of reinforced steel structural connection, including steel construction main body (1) and pedestal (2), the steel construction main body (1) is vertical
It is fixedly connected on pedestal (2), which is characterized in that the steel construction main body (1) and the both sides of pedestal (2) junction are symmetrically set
There are two L-type linking steel plate (3), multiple reinforcing ribs (4) being obliquely installed, the steel are connected on the L-type linking steel plate (3)
Main structure body (1) is equipped with the first girder steel (5), and first girder steel (5) is equipped with mounting groove corresponding with steel construction main body (1),
The both sides of first girder steel (5) are equipped with fixed plate (6), and two fixed plates (6) pass through multiple first lock-screws (7)
It connects, is equipped in the fixed plate (6), the first girder steel (5) and steel construction main body (1) corresponding with the first lock-screw (7)
First impenetrating mouth, through multiple first impenetrating mouths, simultaneously screw thread is socketed with the first nut for one end of first lock-screw (7)
(8), be fixedly connected on the pedestal (2) there are two centered on steel construction main body (1) symmetrically arranged pedestal (10), the base
It is fixedly connected in seat (10) there are two hollow ring (11), the hollow ring (11) is interior to be slidably and sealingly connected with piston (14), described
The top of piston (14) is equipped with support plate (13), and the support plate (13) is connect by the first telescopic rod (15) with piston (14),
The top of the support plate (13) is equipped with the second girder steel (17), the top of the bottom and support plate (13) of second girder steel (17)
It is in contact, multiple damping shock absorbers (19), the upper end of the damping shock absorber (19) and branch is fixedly connected on the pedestal (2)
Fagging (13) connects, and the upper end of second girder steel (17) is equipped with the second lock-screw (16), second lock-screw (16)
One end sequentially pass through the second girder steel (17), support plate (13) and pedestal (2) and screw thread is socketed with the second nut (18).
2. a kind of reinforced steel structural connection according to claim 1, which is characterized in that opposite interior of the mounting groove
Anti-skid chequer (20) is equipped on side wall.
3. a kind of reinforced steel structural connection according to claim 1, which is characterized in that first telescopic rod (15)
On be arranged with spring, the both ends of the spring are connect with support plate (13) and piston (14) respectively.
4. a kind of reinforced steel structural connection according to claim 1, which is characterized in that set in the hollow ring (11)
There are snubber block (12), side hollow ring (11) interior bottom of the snubber block (12) to be fixedly connected, snubber block (12) upper end
It is in contact with piston (14).
5. a kind of reinforced steel structural connection according to claim 1, which is characterized in that multiple reinforcing ribs (4)
Be connected with L-type between steel plate (3) dog-ear is in isosceles triangle.
6. a kind of reinforced steel structural connection according to claim 1, which is characterized in that the pedestal (2) and support
Multiple second telescopic rods (9) are fixedly connected between plate (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820205170.7U CN208009652U (en) | 2018-02-06 | 2018-02-06 | A kind of reinforced steel structural connection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820205170.7U CN208009652U (en) | 2018-02-06 | 2018-02-06 | A kind of reinforced steel structural connection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208009652U true CN208009652U (en) | 2018-10-26 |
Family
ID=63885999
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820205170.7U Expired - Fee Related CN208009652U (en) | 2018-02-06 | 2018-02-06 | A kind of reinforced steel structural connection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208009652U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109736447A (en) * | 2019-01-28 | 2019-05-10 | 江苏华木空间结构有限公司 | A kind of connection structure of steel building |
| CN110195479A (en) * | 2019-06-26 | 2019-09-03 | 建研科技股份有限公司 | A kind of energy-consuming device and panel structure |
| CN111945894A (en) * | 2020-07-07 | 2020-11-17 | 上海城建职业学院 | Prefabricated reinforced concrete structural member for prefabricated building construction |
-
2018
- 2018-02-06 CN CN201820205170.7U patent/CN208009652U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109736447A (en) * | 2019-01-28 | 2019-05-10 | 江苏华木空间结构有限公司 | A kind of connection structure of steel building |
| CN109736447B (en) * | 2019-01-28 | 2020-07-24 | 江苏华木空间结构有限公司 | Connecting structure of steel structure building |
| CN110195479A (en) * | 2019-06-26 | 2019-09-03 | 建研科技股份有限公司 | A kind of energy-consuming device and panel structure |
| CN111945894A (en) * | 2020-07-07 | 2020-11-17 | 上海城建职业学院 | Prefabricated reinforced concrete structural member for prefabricated building construction |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181026 Termination date: 20220206 |