CN209494041U - A kind of high-intensitive assembly type node structure for architectural energy consumption antidetonation - Google Patents
A kind of high-intensitive assembly type node structure for architectural energy consumption antidetonation Download PDFInfo
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- CN209494041U CN209494041U CN201920096182.5U CN201920096182U CN209494041U CN 209494041 U CN209494041 U CN 209494041U CN 201920096182 U CN201920096182 U CN 201920096182U CN 209494041 U CN209494041 U CN 209494041U
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- shock
- type connecting
- steel beam
- crossbeam
- shape steel
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Abstract
The utility model relates to a kind of high-intensitive assembly type node structures for architectural energy consumption antidetonation, it is therefore an objective to solve the problems such as connection joints of steel structure poor seismic behavior, structural strength are low at this stage, be not easily assembled, complexity of constructing.The utility model includes cylinder, crossbeam and shock-damping connector, and middle cross beam is located at column side face, and shock-damping connector is fixed on the junction of crossbeam and cylinder；The shock-damping connector includes L-type connecting plate and arc-shaped shock-absorbing plate, and arc-shaped shock-absorbing board ends are connected with two joint faces of L-type connecting plate respectively；One face of L-type connecting plate in shock-damping connector is connected with crossbeam lower surface, another face is connected with column side face.The utility model structural strength is high, is attached by high-strength bolt, makes entire work progress quickly and efficiently, it is easy to assembly, it can quickly resile after shake by the deformation earthquake energy of itself at coming earthquake, prevent earthquake from damaging to the stability of building structure.
Description
Technical field
The utility model relates to a kind of frame structure, in particular to a kind of high-intensitive assembly type for architectural energy consumption antidetonation
Node structure.
Background technique
Currently, steel building all attracts great attention in the whole world, steel building not only energy conservation and environmental protection but also construction
Convenient and efficient can greatly meet the needs of modern construction.Meanwhile steel building bean column node form is for studying it
Safety is particularly important with durability.Studies at home and abroad show that: the connecting node shape being much applied in steel building
Formula is unable to satisfy steel building in the application in skyscraper and region of providing fortification against earthquakes.Therefore it needs a kind of for building aspect
There is energy consumption antidetonation and structural strength is high, easy-to-assemble frame connecting joint structure.
Summary of the invention
The utility model aim is to solve at this stage that connection joints of steel structure poor seismic behavior, structural strength are low, are not easy group
The problems such as dress, complicated construction.
The utility model includes cylinder, crossbeam and shock-damping connector, and middle cross beam is located at column side face, and shock-damping connector is solid
It is scheduled on the junction of crossbeam and cylinder；The shock-damping connector includes L-type connecting plate and arc-shaped shock-absorbing plate, arc-shaped shock-absorbing plate two
End is connected with two joint faces of L-type connecting plate respectively；One face of L-type connecting plate and crossbeam lower surface phase in shock-damping connector
Even, another face is connected with column side face.
Arc-shaped shock-absorbing plate in the shock-damping connector includes recessed and convex two pieces of cambered plates, and two pieces of cambered plates are arranged side by side
Setting, is connected with two joint faces of L-type connecting plate respectively.
The cylinder is H profile steel column, and the crossbeam is i-shape steel beam, and i-shape steel beam passes through equal leg angle respectively
It is connected with tank-type connecting component with H profile steel column, wherein equal leg angle is connected with i-shape steel beam upper flange on one side, another side and H-type
The side wing of steel column is connected；The tank-type connecting component includes a bottom surface and three sides being sequentially connected, and three sides are same
When be connected with bottom surface, tank-type connecting component is located between the upper lower wing plate of i-shape steel beam, wherein the abdomen of bottom surface and i-shape steel beam
Plate is connected, and upper and lower two sides are connected with the upper lower wing plate of i-shape steel beam respectively, the side wing of another side and H profile steel column
It is connected.
The position that i-shape steel beam is corresponded between the wing plates on two sides of H profile steel column is laterally equipped with three cross rib plates side by side.
It is connected between the equal leg angle and tank-type connecting component and H profile steel column and i-shape steel beam by bolt and nut.
Working principle of the utility model is:
Crossbeam, that is, the i-shape steel beam passes through the equal leg angle of top, the tank-type connecting component at web and lower section respectively
Shock-damping connector be connected with cylinder, that is, H profile steel column, equal leg angle from the top of crossbeam provide pulling force, tank-type connecting component is in crossbeam
The left and right sides pulling force was not only provided but also holding power is provided, shock-damping connector from the lower section of crossbeam provide holding power；Damping simultaneously connects
Two pieces of cambered plates of fitting play the role of damping energy consumption between crossbeam and cylinder, can be become by itself in coming earthquake
Shape consumes the energy of earthquake, can quickly resile after shake, prevent earthquake from damaging to the stability of building structure.H-type
Three cross rib plates between the wing plates on two sides of steel column can enhance the intensity of connecting node, meet the design reason of the weak component of strong node
It reads.
The utility model has the beneficial effects that
High-intensitive assembled frame connecting joint structure provided by the utility model for architectural energy consumption antidetonation, structure are strong
Degree is high, is attached by high-strength bolt, makes entire work progress quickly and efficiently, easy to assembly, and is avoided that due to welding
Influence of the residual stress of generation to steel construction.In addition, the utility model has used the connector for being conducive to energy consumption, come in earthquake
The deformation earthquake energy that itself can temporarily be passed through, can quickly resile after shake, prevent earthquake to the steady of building structure
It is qualitative to damage, it is damaged and can also carry out the shock-damping connector of damage more after shake in earthquake centre even if shock-damping connector
It changes.
Detailed description of the invention
Fig. 1 is the utility model overall structure diagram.
Fig. 2 is the utility model schematic view of the front view.
Fig. 3 is the utility model shock-damping connector structural schematic diagram.
Fig. 4 is the utility model equal leg angle structural schematic diagram.
Fig. 5 is the utility model tank-type connecting component structural schematic diagram.
1, H profile steel column 2, i-shape steel beam 3, shock-damping connector 4, L-type connecting plate
5, arc-shaped shock-absorbing plate 6, equal leg angle 7, tank-type connecting component 8, cross rib plate
9, high-strength bolt 10, bottom surface 11, side.
Specific embodiment
It please refers to shown in Fig. 1-5:
The utility model includes cylinder, crossbeam and shock-damping connector 3, and the cylinder is H profile steel column 1, the crossbeam
For i-shape steel beam 2, wherein i-shape steel beam 2 is symmetrically arranged at cylinder two sides, and shock-damping connector 3 is fixed on i-shape steel beam 2 and H
The junction of steel column 1；The shock-damping connector 3 includes L-type connecting plate 4 and arc-shaped shock-absorbing plate 5,5 both ends of arc-shaped shock-absorbing plate
It is connected respectively with 4 two joint faces of L-type connecting plate；Under 4 one faces of L-type connecting plate and i-shape steel beam 2 in shock-damping connector 3
Wing plate is connected by high-strength bolt, another face is connected with 1 side wing plate of H profile steel column by high-strength bolt 9.
Arc-shaped shock-absorbing plate 5 in the shock-damping connector 3 includes recessed and convex two pieces of cambered plates, and two pieces of cambered plates are simultaneously
Column setting, is connected with two joint faces of L-type connecting plate 4 respectively, elasticity can occur under the squeezing action of two joint faces
Deformation.
I-shape steel beam 2 is connected by equal leg angle 6 and tank-type connecting component 7 with H profile steel column 1 respectively, wherein equal leg angle 6
It is connected on one side with 2 upper flange of i-shape steel beam, another side is connected with the side wing of H profile steel column 1；The tank-type connecting component 7 wraps
A bottom surface 10 and three sides 11 being sequentially connected are included, three sides 11 are connected with bottom surface 10 simultaneously, and tank-type connecting component 7 is located at
Between the upper lower wing plate of i-shape steel beam 2, wherein bottom surface 10 is connected with the web of i-shape steel beam 2, and upper and lower two sides 11 are divided
It is not connected with the upper lower wing plate of i-shape steel beam 2, another side 11 is connected with the side wing of H profile steel column 1.I-shape steel beam 2
Left and right sides web be equipped with tank-type connecting component 7.
The position that i-shape steel beam 2 is corresponded between the wing plates on two sides of H profile steel column 1 is laterally equipped with three cross rib plates 8 side by side.
Pass through high-strength bolt 9 between the equal leg angle 6 and tank-type connecting component 7 and H profile steel column 1 and i-shape steel beam 2
Connection.
Working principle of the utility model is:
Crossbeam, that is, the i-shape steel beam 2 passes through 7 and of tank-type connecting component at the equal leg angle 6 of top, web respectively
The shock-damping connector 3 of lower section is connected with cylinder, that is, H profile steel column 1, and equal leg angle 6 provides pulling force, slot from the top of i-shape steel beam 2
Type connector 7 not only provided pulling force in the left and right sides of i-shape steel beam 2 but also provided holding power, and shock-damping connector 3 is from i shaped steel
The lower section of beam 2 provides holding power；Simultaneously two blocks of arc-shaped shock-absorbing plates 5 of shock-damping connector 3 i-shape steel beam 2 and H profile steel column 1 it
Between play the role of damping energy consumption, in coming earthquake can by self-deformation consume earthquake energy, can be quick after shake
It resiles, prevents earthquake from damaging to the stability of building structure.Three cross ribs between the wing plates on two sides of H profile steel column 1
Plate 8 can enhance the intensity of connecting node, meet the design concept of the weak component of strong node.
Claims (4)
1. a kind of high-intensitive assembly type node structure for architectural energy consumption antidetonation, it is characterised in that: including cylinder, crossbeam and subtract
Connector is shaken, middle cross beam is located at column side face, and shock-damping connector is fixed on the junction of crossbeam and cylinder；The damping connects
Fitting includes L-type connecting plate and arc-shaped shock-absorbing plate, and arc-shaped shock-absorbing board ends are connected with two joint faces of L-type connecting plate respectively；Subtract
One face of L-type connecting plate in shake connector is connected with crossbeam lower surface, another face is connected with cylinder；The damping connection
Arc-shaped shock-absorbing plate in part includes recessed and convex two pieces of cambered plates, and two pieces of cambered plates are set side by side, respectively with L-type connecting plate
Two joint faces are connected.
2. a kind of high-intensitive assembly type node structure for architectural energy consumption antidetonation according to claim 1, feature exist
In: the cylinder is H profile steel column, and the crossbeam is i-shape steel beam, and i-shape steel beam passes through equal leg angle and slot respectively
Type connector is connected with H profile steel column, and wherein equal leg angle is connected with i-shape steel beam upper flange on one side, another side and H profile steel column
Side wing be connected；The tank-type connecting component includes a bottom surface and three sides being sequentially connected, three sides simultaneously with
Bottom surface is connected, and tank-type connecting component is located between the upper lower wing plate of i-shape steel beam, wherein the web phase of bottom surface and i-shape steel beam
Even, upper and lower two sides are connected with the upper lower wing plate of i-shape steel beam respectively, the side wing phase of another side and H profile steel column
Even.
3. a kind of high-intensitive assembly type node structure for architectural energy consumption antidetonation according to claim 2, feature exist
In: the position that i-shape steel beam is corresponded between the wing plates on two sides of H profile steel column is laterally equipped with three cross rib plates side by side.
4. a kind of high-intensitive assembly type node structure for architectural energy consumption antidetonation according to claim 2, feature exist
In: it is connected between the equal leg angle and tank-type connecting component and H profile steel column and i-shape steel beam by bolt and nut.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920096182.5U CN209494041U (en) | 2019-01-21 | 2019-01-21 | A kind of high-intensitive assembly type node structure for architectural energy consumption antidetonation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920096182.5U CN209494041U (en) | 2019-01-21 | 2019-01-21 | A kind of high-intensitive assembly type node structure for architectural energy consumption antidetonation |
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| Publication Number | Publication Date |
|---|---|
| CN209494041U true CN209494041U (en) | 2019-10-15 |
Family
ID=68155770
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920096182.5U Expired - Fee Related CN209494041U (en) | 2019-01-21 | 2019-01-21 | A kind of high-intensitive assembly type node structure for architectural energy consumption antidetonation |
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| Country | Link |
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| CN (1) | CN209494041U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110777936A (en) * | 2019-11-22 | 2020-02-11 | 东华理工大学 | Connecting structure and mounting method of box steel column and unequal-height I-shaped steel beam |
-
2019
- 2019-01-21 CN CN201920096182.5U patent/CN209494041U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110777936A (en) * | 2019-11-22 | 2020-02-11 | 东华理工大学 | Connecting structure and mounting method of box steel column and unequal-height I-shaped steel beam |
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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: 20191015 Termination date: 20210121 |
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| CF01 | Termination of patent right due to non-payment of annual fee |