CN209114623U - It is a kind of with side plate and split bolt to drawing node - Google Patents
It is a kind of with side plate and split bolt to drawing node Download PDFInfo
- Publication number
- CN209114623U CN209114623U CN201821196405.7U CN201821196405U CN209114623U CN 209114623 U CN209114623 U CN 209114623U CN 201821196405 U CN201821196405 U CN 201821196405U CN 209114623 U CN209114623 U CN 209114623U
- Authority
- CN
- China
- Prior art keywords
- steel
- side plate
- plate
- square tubular
- tubular column
- 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.)
- Active
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
It is a kind of with side plate and split bolt to drawing node, including I-steel, U-steel, the first side plate, the second side plate, split bolt and steel plate；The opening of U-steel welds the one side of the first side plate, and the equal vertical welding in direction on the another side of the first side plate along two edges of a wing of U-steel is provided with steel plate；The second side plate is welded on two steel plates, the first side plate and the second side plate are parallel, and U-steel, the second side plate and two steel plates form square tubular column；The length of first side plate and the second side plate is greater than the side length of square tubular column, and forms two symmetrical grooves on square tubular column surface；Inside grooves are each perpendicular to square tubular column surface and are fixedly installed I-steel；The surface of second side plate and U-steel is vertically fixedly installed I-steel；Several split bolts sequentially pass through the second side plate, the first side plate and U-steel setting.The utility model makes node power transmission efficiency effectively improve, while globality stability is enhanced.
Description
Technical field
The utility model belongs to armored concrete column connected node technical field, in particular to a kind of band side plate and to draw spiral shell
Bolt to draw node.
Background technique
The concrete column connecting node of I-steel and quadrate steel pipe column composition is more commonly used connecting node in building trade,
But I-steel is by being welded on the surface of quadrate steel pipe column by traditional connecting node, and it is weak that this structure bears side pressure ability, laterally
Force transmission effect is poor, causes entire connection stiffness poor；Connecting node steel usage amount traditional simultaneously is big, causes to waste.
Utility model content
The purpose of this utility model is to provide a kind of with side plate and split bolt to node is drawn, to solve above-mentioned ask
Topic.
To achieve the above object, the utility model uses following technical scheme:
It is a kind of with side plate and split bolt to drawing node, including it is I-steel, U-steel, the first side plate, the second side plate, right
Draw bolt and steel plate；The opening of U-steel welds the one side of the first side plate, along U-steel two on the another side of the first side plate
The equal vertical welding in the direction on the edge of a wing is provided with steel plate；The second side plate is welded on two steel plates, the first side plate and the second side plate are flat
Row, U-steel, the second side plate and two steel plates form square tubular column；The length of first side plate and the second side plate is greater than the side of square tubular column
It is long, and two symmetrical grooves are formed on square tubular column surface；Inside grooves are each perpendicular to square tubular column surface and are fixedly installed I-shaped
Steel；The surface of second side plate and U-steel is vertically fixedly installed I-steel, and the I-steel and groove profile of the second surface of side plate
The I-steel of steel surface is symmetrical；Several split bolts sequentially pass through the second side plate, the first side plate and U-steel setting.
Further, the square tubular column surface between two side plates is vertically welded with connection I-steel, connects the end of I-steel
Portion is fixedly connected with I-steel by connecting plate.
Further, it connects and is provided with bolt hole on I-steel and the web of I-steel junction, be arranged on connecting plate
There is bolt hole corresponding on web, connecting plate is covered on the web of junction, is bolted to connection.
Further, the surface of the second side plate and U-steel is provided with end plate, and end plate is fixed on second by split bolt
The surface of side plate and U-steel；The web two sides of the junction of the I-steel of the I-steel and groove profile steel surface of second surface of side plate
It is bolted and is provided with connecting plate, the I-steel for being provided with connecting plate side is welded on end sheet surface.
Further, the axial direction in square tubular column along square tubular column is provided with several longitudinal reinforcements, perfusion in square tubular column
There is concrete.
Compared with prior art, the utility model has following technical effect:
The split bolt of the utility model: the I-steel for being connected to quadrate steel pipe column two sides passes through end plate and split bolt phase
Even, lateral pressure is born, while improving the globality of structure, stiffness and strength.Realize " strong column and weak beam, the strong weak rod piece of node "
Design criteria.
The beam-to-column joint of the utility model forms the connection type of eccentric joint, helps to meet some specific building function
Can demand be arranged as the corresponding bean column node of gable, be primarily subjected to eccentricity pressure etc. to want if pillar one side does not expose to metope
It asks.
The utility model is welded girder steel and column due to lateral steel plate, and node power transmission is carried out by column with side plate simultaneously,
So that node power transmission efficiency effectively improves, while globality stability is enhanced." strong column and weak beam, strong node are weak for satisfaction
The design and principle of component ".
The setting of the side plate of the utility model helps to solve the effect of node torque due to caused by bias, causes to save
The problem of point core space stress is complicated and there are stress concentration, influences the safety of structure.
The setting of the side plate of the utility model, the deformation of connecting portion is concentrated when avoiding earthquake, improves the anti-of node
Shake ability.A side plate replaces the side wall of square tubular column simultaneously, saves the use of steel.
The assembling degree of the utility model is high, and steel column and institute's connecting lateral plate can be produced in batches in the factory, then be transported
It is connected to construction site with steel I-beam, reduces the construction time, improves construction quality.
The node region of the utility model covers steel pipe, can effectively enhance the constraint to wherein concrete is poured into, and improves
The rigidity and stability of node.
The design of this node of the utility model efficiently solves the connectivity problem of girder steel and concrete column, can make
Intensity, rigidity and the stability for obtaining bean column node are promoted well.
Detailed description of the invention
FIG. 1 is a schematic structural view of the utility model；
Wherein: 1, I-steel；2, U-steel；3, I-steel is connected；4, connecting plate；5, the first side plate；6, the second side plate；7,
End plate；8, steel plate；9, split bolt；10, longitudinal reinforcement.
Specific embodiment
Below in conjunction with attached drawing, the present invention will be further described:
Referring to Fig. 1, it is a kind of with side plate and split bolt to drawing node, including I-steel 1, U-steel 2, the first side plate
5, the second side plate 6, split bolt 9 and steel plate 8；The opening of U-steel 2 welds the one side of the first side plate 5, the first side plate 5 it is another
The equal vertical welding in direction on one side along 2 two edges of a wing of U-steel is provided with steel plate 8；The second side plate is welded on two steel plates 8
6, the first side plate 5 is parallel with the second side plate 6, and U-steel 2, the second side plate 6 and two steel plates 8 form square tubular column；First side plate, 5 He
The length of second side plate 6 is greater than the side length of square tubular column, and forms two symmetrical grooves on square tubular column surface；Inside grooves are hung down
Directly I-steel 1 is fixedly installed in square tubular column surface；The surface of second side plate 6 and U-steel 2 is vertically fixedly installed I-shaped
Steel 1, and the I-steel on 6 surface of the second side plate and the I-steel on 2 surface of U-steel are symmetrical；Several split bolts 9 are successively worn
The second side plate 6, the first side plate 5 and U-steel 2 is crossed to be arranged.
Square tubular column surface between two side plates is vertically welded with connection I-steel 3, and the end of connection I-steel 3 passes through company
Fishplate bar 4 is fixedly connected with I-steel 1.
It is provided with bolt hole on connection I-steel 3 and the web of 1 junction of I-steel, is provided on connecting plate 4 and abdomen
Corresponding bolt hole on plate, connecting plate 4 are covered on the web of junction, are bolted to connection.
The surface of second side plate 6 and U-steel 2 is provided with end plate 7, and end plate 7 is fixed on the second side plate 6 by split bolt 9
With the surface of U-steel 2；The web two sides of the junction of the I-steel of the I-steel and 2 surface of U-steel on 6 surface of the second side plate
It is bolted and is provided with connecting plate 4, the I-steel for being provided with 4 side of connecting plate is welded on end sheet surface.
The axial direction of square tubular column is provided with several longitudinal reinforcements 10 in square tubular column, is perfused with coagulation in square tubular column
Soil.
Assembling process:
It first passes through two side plates to weld together steel plate, connection I-steel, welds U-steel in the outside of a side plate；
Side plate is connected into the U-steel for being connected to the side plate other side by an entirety by split bolt and end plate later；Vertical muscle is pacified
It is put in node corresponding position, is poured concrete；By the steel I-beam in the same direction with side plate, by connecting plate and bolt by it and even
It connects I-steel to be connected, two I-steel of connection is rigidly connected by groove welding later；By the steel I-beam vertical with side plate,
It is fixed, is welded on the end plate by split bolt both ends by connecting plate and bolt, complete assembly.
Claims (5)
1. it is a kind of with side plate and split bolt to drawing node, which is characterized in that including I-steel (1), U-steel (2), first
Side plate (5), the second side plate (6), split bolt (9) and steel plate (8)；The one of the opening welding the first side plate (5) of U-steel (2)
Face, the equal vertical welding in direction on the another side of the first side plate (5) along (2) two edges of a wing of U-steel are provided with steel plate (8)；Two
It is welded on steel plate (8) the second side plate (6), the first side plate (5) is parallel with the second side plate (6), U-steel (2), the second side plate (6)
Square tubular column is formed with two steel plates (8)；The length of first side plate (5) and the second side plate (6) is greater than the side length of square tubular column, and in side
Steel column surface forms two symmetrical grooves；Inside grooves are each perpendicular to square tubular column surface and are fixedly installed I-steel (1)；Second
The surface of side plate (6) and U-steel (2) is vertically fixedly installed I-steel (1), and the I-steel on the second side plate (6) surface with
The I-steel on U-steel (2) surface is symmetrical；Several split bolts (9) sequentially pass through the second side plate (6), the first side plate (5)
It is arranged with U-steel (2).
2. it is according to claim 1 it is a kind of with side plate and split bolt to drawing node, which is characterized in that two side plates it
Between square tubular column surface be vertically welded with connection I-steel (3), the end of connection I-steel (3) connects by the way that connecting plate (4) are fixed
Connect I-steel (1).
3. it is according to claim 2 it is a kind of with side plate and split bolt to drawing node, which is characterized in that connection I-steel
(3) and on the web of I-steel (1) junction it is provided with bolt hole, spiral shell corresponding on web is provided on connecting plate (4)
Keyhole, connecting plate (4) are covered on the web of junction, are bolted to connection.
4. it is according to claim 1 it is a kind of with side plate and split bolt to drawing node, which is characterized in that the second side plate
(6) it is provided with end plate (7) with the surface of U-steel (2), end plate (7) is fixed on the second side plate (6) and slot by split bolt (9)
The surface of fashioned iron (2)；The web two of the junction of the I-steel of the I-steel and U-steel (2) surface on the second side plate (6) surface
Side, which is bolted, is provided with connecting plate (4), and the I-steel for being provided with connecting plate (4) side is welded on end sheet surface.
5. it is according to claim 1 it is a kind of with side plate and split bolt to drawing node, which is characterized in that edge in square tubular column
The axial direction of square tubular column be provided with several longitudinal reinforcements (10), be perfused with concrete in square tubular column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821196405.7U CN209114623U (en) | 2018-07-26 | 2018-07-26 | It is a kind of with side plate and split bolt to drawing node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821196405.7U CN209114623U (en) | 2018-07-26 | 2018-07-26 | It is a kind of with side plate and split bolt to drawing node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209114623U true CN209114623U (en) | 2019-07-16 |
Family
ID=67196389
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821196405.7U Active CN209114623U (en) | 2018-07-26 | 2018-07-26 | It is a kind of with side plate and split bolt to drawing node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209114623U (en) |
-
2018
- 2018-07-26 CN CN201821196405.7U patent/CN209114623U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203080736U (en) | Combined profile steel box-shaped steel plate shear wall | |
| CN105064503A (en) | Steel tube and core tube mixed structure | |
| CN204252286U (en) | A kind of rectangular steel-tube concrete column-steel beam connecting joint | |
| CN204781368U (en) | Novel girder steel - concrete column steel node and prefab | |
| CN103132653A (en) | Double-channel beam concrete combination column | |
| CN203174771U (en) | Annular plate node of steel pipe concrete column and bonded prestress steel bar concrete beam | |
| CN208563601U (en) | A kind of concrete column-steel beam combined joint | |
| CN109372129A (en) | The novel full assembly concrete frame joint of one kind and its construction method | |
| CN105064512A (en) | Connecting structure of circular steel tube concrete column and steel beam | |
| CN201296977Y (en) | Concrete and profiled steel composite structural member | |
| CN209874053U (en) | Fast-assembly type H-shaped steel concrete beam column connecting node | |
| CN207702442U (en) | A kind of Novel horizontal support node type of attachment | |
| CN103821234A (en) | Joint construction for steel-reinforced concrete column and reinforced concrete beam | |
| CN209482483U (en) | A kind of assembled quadrate steel pipe column channel steel connection bean column node | |
| CN206070761U (en) | A kind of H profile steel column space beam column end plate connecting node construction | |
| CN103195175B (en) | Core space adopts the Steel Reinforced Concrete Beam-column Joints of steel plate with holes | |
| CN203247717U (en) | Connecting node of concrete column and steel beam | |
| CN205421562U (en) | H type cantilever girder steel post mosaic structure | |
| CN209114623U (en) | It is a kind of with side plate and split bolt to drawing node | |
| CN208701911U (en) | A kind of high-strength split bolt of band to drawing node | |
| CN208685818U (en) | A kind of dual-sided board adds the concrete column reinforcing joint of internal partition | |
| CN103061417B (en) | Connection node of steel reinforced concrete composite beam and concrete-filled steel tubular column | |
| CN211058004U (en) | Anti-bending connecting joint of assembled square steel pipe column H-shaped steel beam | |
| CN209443589U (en) | A kind of high-strength screw bolt assembled connecting node | |
| CN210827837U (en) | Beam column connecting structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |