CN205935243U - Concatenation node of dysmorphism post - Google Patents
Concatenation node of dysmorphism post Download PDFInfo
- Publication number
- CN205935243U CN205935243U CN201620909315.2U CN201620909315U CN205935243U CN 205935243 U CN205935243 U CN 205935243U CN 201620909315 U CN201620909315 U CN 201620909315U CN 205935243 U CN205935243 U CN 205935243U
- Authority
- CN
- China
- Prior art keywords
- steel pipe
- plate
- shaped
- welded
- special
- 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
The utility model discloses a concatenation node of dysmorphism post. Including steel pipe group, connecting plate and active connection plate, multiunit steel pipe group is mainly welded through steel pipe welded seam by upper prop steel pipe and lower prop steel pipe and forms, and multiunit steel pipe group is L shape or connecting plate and active connection plate fixed connection are passed through to T shape to form L shape or the special -shaped post of T shape, respectively through respective one connecting plate welding between the upper prop steel pipe of junction and between the lower prop steel pipe, through active connection plate fixed connection between upper and lower two connecting plates and the steel pipe group, around the active connection plate respectively with two connecting plates, upper prop steel pipe and lower prop pipe welding. The utility model provides a reasonable swift, construction convenience's special -shaped post splices the node, can be applied to in the work progress of special -shaped post.
Description
Technical field
The utility model relate to a kind of splicing node of Special-Shaped Column, can apply with the work progress of Special-Shaped Column in.
Background technology
In order to meet the needs above various building functions, Structure System with Special-shaped Column has obtained quick development, Special-Shaped Column
The problem that interior panels are difficult to solder to often is run in work progress.For conventional vertical member, such as H profile steel or case
Type section, can ensure the connection of plate, stitching portion also can reach on stress in the place of splicing by surrounding weld seam
To etc. strong requirement.And for Special-Shaped Column, in splicing node location, because interior panels are difficult to solder to, cause plate to interrupt, because
This internal plate can not participate in Force Calculation, and causing steel can not effectively utilize.
The continuous improvement requiring for efficiency of construction with people, in the urgent need to a kind of splicing node of advantages of simple.
Utility model content
Difficult in order to solve the problems, such as the splicing of Special-Shaped Column internal partition, the utility model proposes a kind of splicing of Special-Shaped Column
Node, ensure that the welding of Special-Shaped Column internal partition such that it is able to effectively utilizes steel, and cost-effective, the utility model can
To be applied in the work progress of Special-Shaped Column.
The technical solution adopted in the utility model is：
The utility model includes steel pipe, connecting plate and active plate, multigroup steel pipe mainly by upper prop steel pipe and under
Post steel pipe is welded by steel pipe seam, and multigroup steel pipe is L-shaped or T-shaped passes through connecting plate and active plate is fixing even
Connect, thus forming L-shaped or T-shaped Special-Shaped Column.
Form square column type space, between the upper prop steel pipe of junction and lower prop steel pipe between in the middle of multigroup steel pipe junction
Respectively by respective one piece connection plate weld, fixed by active plate between connecting plate and steel pipe for upper and lower two pieces
Connect, active plate surrounding respectively with two pieces of connecting plates, upper prop steel pipe and lower prop steel-pipe welding.
A kind of the utility model of embodiment includes two groups of steel pipe, and two groups of steel pipe are L-shaped to be fixedly connected, connecting plate
L-shaped with active plate, the both sides of connecting plate L-shaped are respectively welded at upper prop steel pipe or the side of lower prop steel pipe；It is flexibly connected
Plate L-shaped one side is welded on the upper prop steel pipe of one group of steel pipe and the side of lower prop steel pipe by being flexibly connected plate welding seams, activity
Another side of connecting plate L-shaped is welded on the upper prop steel pipe of another group of steel pipe and the side of lower prop steel pipe by being flexibly connected plate welding seams
Side, active plate two end edge is passed through with upper and lower two pieces of connecting plates to be flexibly connected plate welding seams welding respectively.
The utility model of another embodiment includes three groups of steel pipe, and three groups of steel pipe are T-shaped to be fixedly connected, and connects
Plate and active plate are steel plate, and connecting plate both sides are respectively welded at upper prop steel pipe or the side of lower prop steel pipe；Active plate
One side is welded on the upper prop steel pipe of steel pipe and the lower prop steel pipe side on T-shaped one side by flexible connection plate welding seams, and activity is even
Another side of fishplate bar is welded on the upper prop steel pipe of steel pipe and the lower prop steel pipe side of T-shaped another side by flexible connection plate welding seams
Side, active plate two end edge is passed through with upper and lower two pieces of connecting plates to be flexibly connected plate welding seams welding respectively.
The beneficial effects of the utility model are：
The utility model splices node and can solve the internal partition that Special-Shaped Column runs in work progress at the scene and is difficult to weld
The problem connecing, connecting plate reserves certain distance at splicing node in advance, in adjacent steel pipe can complete in the space reserving
The welding of portion's dividing plate, treats that adjacent steel pipe welding terminates, active plate is welded with surrounding plate.The utility model can be applied
At the splicing node of Special-Shaped Column, simple and fast of constructing, ensure that the effectively connection of internal partition.
Brief description
Fig. 1 is the splicing joint form of the utility model L-type Special-Shaped Column.
Fig. 2 is the splicing joint form of the T-shaped Special-Shaped Column of the utility model.
In figure：1st, upper prop steel pipe, 2, lower prop steel pipe, 3, connecting plate, 4, active plate, 5, steel pipe seam, 6, activity even
Fishplate bar weld seam.
Specific embodiment
Below in conjunction with the accompanying drawings and specific embodiment is described in further detail to the utility model.
Embodiment 1
As shown in figure 1, embodiment 1 includes two groups of steel pipe, connecting plate 3 and active plate 4, multigroup steel pipe mainly by
Upper prop steel pipe 1 and lower prop steel pipe 2 are welded by steel pipe seam 5, and multigroup steel pipe is L-shaped or T-shaped passes through connecting plate 3 He
Active plate 4 is fixedly connected, thus forming L-shaped Special-Shaped Column, Special-Shaped Column section is L-shaped.
Two groups of steel pipe are L-shaped to be fixedly connected, and connecting plate 3 and active plate 4 are L-shaped, and the both sides of connecting plate 3L shape are divided
It is not welded on upper prop steel pipe 1 side of two groups of steel pipe or the side of the lower prop steel pipe 2 of two groups of steel pipe, connecting plate 3 is along steel pipe
The pipe range being shorter in length than upper prop steel pipe 1 and lower prop steel pipe 2 in direction；Active plate 4L shape one side is welded by active plate
Seam 6 is welded on the upper prop steel pipe 1 of one group of steel pipe and the side of lower prop steel pipe 2, and another side of active plate 4L shape passes through to live
The plate welding seams 6 that are dynamically connected are welded on the upper prop steel pipe 1 of another group of steel pipe and the side of lower prop steel pipe 2,4 liang of end edge of active plate
Welded by being flexibly connected plate welding seams 6 with upper and lower two pieces of connecting plates 3 respectively.Active plate 4 is after adjacent steel pipe welding terminates
It is attached with surrounding plate by being flexibly connected plate welding seams 6.
Including three groups of steel pipe, two groups of steel pipe are T-shaped to be fixedly connected, and connecting plate 3 and active plate 4 are steel plate, even
Fishplate bar 3 both sides are respectively welded at upper prop steel pipe 1 side of two groups of steel pipe or the side of the lower prop steel pipe 2 of two groups of steel pipe, even
Fishplate bar 3 is along the pipe range being shorter in length than upper prop steel pipe 1 and lower prop steel pipe 2 in steel pipe direction；Active plate 4 one side passes through activity
Connect the upper prop steel pipe 1 of steel pipe and lower prop steel pipe 2 side that plate welding seams 6 are welded on T-shaped one side, active plate 4 opposite side
The upper prop steel pipe 1 of steel pipe and lower prop steel pipe 2 side that plate welding seams 6 are welded on T-shaped another side is passed through to be flexibly connected in side, and activity is even
4 liang of end edge of fishplate bar are welded by being flexibly connected plate welding seams 6 with upper and lower two pieces of connecting plates 3 respectively.
Embodiment 2
As shown in Fig. 2 embodiment 1 includes three groups of steel pipe, connecting plate 3 and active plate 4, multigroup steel pipe mainly by
Upper prop steel pipe 1 and lower prop steel pipe 2 are welded by steel pipe seam 5, and multigroup steel pipe is L-shaped or T-shaped passes through connecting plate 3 He
Active plate 4 is fixedly connected, thus forming T-shaped Special-Shaped Column, Special-Shaped Column section is T-shaped.
Two groups of steel pipe are L-shaped to be fixedly connected, and connecting plate 3 and active plate 4 are L-shaped, and the both sides of connecting plate 3L shape are divided
It is not welded on upper prop steel pipe 1 side of two groups of steel pipe or the side of the lower prop steel pipe 2 of two groups of steel pipe, connecting plate 3 is along steel pipe
The pipe range being shorter in length than upper prop steel pipe 1 and lower prop steel pipe 2 in direction；Active plate 4L shape one side is welded by active plate
Seam 6 is welded on the upper prop steel pipe 1 of one group of steel pipe and the side of lower prop steel pipe 2, and another side of active plate 4L shape passes through to live
The plate welding seams 6 that are dynamically connected are welded on the upper prop steel pipe 1 of another group of steel pipe and the side of lower prop steel pipe 2,4 liang of end edge of active plate
Welded by being flexibly connected plate welding seams 6 with upper and lower two pieces of connecting plates 3 respectively.Active plate 4 is after adjacent steel pipe welding terminates
It is attached with surrounding plate by being flexibly connected plate welding seams 6.
Three groups of steel pipe are T-shaped to be fixedly connected, and connecting plate 3 and active plate 4 are steel plate, and connecting plate 3 both sides are welded respectively
It is connected on upper prop steel pipe 1 side of two groups of steel pipe or the side of the lower prop steel pipe 2 of two groups of steel pipe, connecting plate 3 is along steel pipe direction
The pipe range being shorter in length than upper prop steel pipe 1 and lower prop steel pipe 2；Active plate 4 one side passes through flexible connection plate welding seams 6 and welds
The upper prop steel pipe 1 of the steel pipe on T-shaped one side and lower prop steel pipe 2 side, another side of active plate 4 passes through active plate
Weld seam 6 is welded on upper prop steel pipe 1 and lower prop steel pipe 2 side of the steel pipe of T-shaped another side, and 4 liang of end edge of active plate are respectively
Welded by being flexibly connected plate welding seams 6 with upper and lower two pieces of connecting plates 3.Active plate 4 passes through after adjacent steel pipe welding terminates
It is flexibly connected plate welding seams 6 to be attached with surrounding plate.
During the utility model is embodied as, two sections steel pipe passes through solder design, and active plate is applied in adjacent steel pipe
Weldering is attached with surrounding plate by weld seam after terminating, and can quickly finish special-shaped Column border node splicing operation at the scene,
Accelerating construction progress effectively.
Content described in this specification embodiment is only enumerating of the way of realization to utility model design, and this practicality is new
The protection domain of type is not construed as being only limitted to the concrete form that embodiment is stated, protection domain of the present utility model also and
In those skilled in the art according to the utility model design it is conceivable that equivalent technologies mean.
Claims (4)
1. a kind of Special-Shaped Column splicing node it is characterised in that：Including steel pipe, connecting plate (3) and active plate (4), many
Group steel pipe is mainly welded by steel pipe seam (5) by upper prop steel pipe (1) and lower prop steel pipe (2), and multigroup steel pipe is L-shaped
Or T-shaped is fixedly connected with active plate (4) by connecting plate (3), thus form L-shaped or T-shaped Special-Shaped Column.
2. a kind of Special-Shaped Column according to claim 1 splicing node it is characterised in that：The upper prop steel pipe (1) of junction
Between pass through respective one piece of connecting plate (3) welding, two pieces of upper and lower connecting plates (3) and steel and lower prop steel pipe (2) between respectively
Be fixedly connected by active plate (4) between pipe group, active plate (4) surrounding respectively with two blocks of connecting plates (3), upper prop steel
Pipe (1) and lower prop steel pipe (2) welding.
3. a kind of Special-Shaped Column according to claim 1 splicing node it is characterised in that：Including two groups of steel pipe, two groups
Steel pipe is L-shaped to be fixedly connected, and connecting plate (3) and active plate (4) are L-shaped, and the both sides of connecting plate (3) L-shaped are respectively welded
Side in upper prop steel pipe (1) or lower prop steel pipe (2)；Active plate (4) L-shaped one side passes through to be flexibly connected plate welding seams (6)
It is welded on the upper prop steel pipe (1) of one group of steel pipe and the side of lower prop steel pipe (2), another side of active plate (4) L-shaped passes through
It is flexibly connected plate welding seams (6) and is welded on the upper prop steel pipe (1) of another group of steel pipe and the side of lower prop steel pipe (2), be flexibly connected
Plate (4) two end edge is passed through with upper and lower two pieces of connecting plates (3) to be flexibly connected plate welding seams (6) welding respectively.
4. a kind of Special-Shaped Column according to claim 1 splicing node it is characterised in that：Including three groups of steel pipe, three groups
Steel pipe is T-shaped to be fixedly connected, and connecting plate (3) and active plate (4) are steel plate, and connecting plate (3) both sides are respectively welded at
Post steel pipe (1) or the side of lower prop steel pipe (2)；Active plate (4) one side passes through flexible connection plate welding seams (6) and is welded on T
The upper prop steel pipe (1) of the steel pipe on shape one side and lower prop steel pipe (2) side, another side of active plate (4) passes through activity even
Fishplate bar weld seam (6) is welded on upper prop steel pipe (1) and lower prop steel pipe (2) side of the steel pipe of T-shaped another side, active plate
(4) two end edge are passed through with upper and lower two pieces of connecting plates (3) to be flexibly connected plate welding seams (6) welding respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620909315.2U CN205935243U (en) | 2016-08-19 | 2016-08-19 | Concatenation node of dysmorphism post |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620909315.2U CN205935243U (en) | 2016-08-19 | 2016-08-19 | Concatenation node of dysmorphism post |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205935243U true CN205935243U (en) | 2017-02-08 |
Family
ID=57948355
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620909315.2U Active CN205935243U (en) | 2016-08-19 | 2016-08-19 | Concatenation node of dysmorphism post |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205935243U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107165271A (en) * | 2017-07-07 | 2017-09-15 | 浙江工业大学工程设计集团有限公司 | A kind of assembled Special-Shaped Column concrete frame structure |
-
2016
- 2016-08-19 CN CN201620909315.2U patent/CN205935243U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107165271A (en) * | 2017-07-07 | 2017-09-15 | 浙江工业大学工程设计集团有限公司 | A kind of assembled Special-Shaped Column concrete frame structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102102396B (en) | Node connection method for circular steel tube concrete column and reinforced concrete shear wall | |
| CN207211390U (en) | A kind of through beam-column connection of high intensity | |
| CN105332422A (en) | Vertical outer rib beam-column joint connector applicable to prefabricated steel structural systems | |
| CN102966033B (en) | Multi-joint chord member of all-welded railway continuous steel truss girder, and manufacturing method of multi-joint chord member | |
| CN205444492U (en) | H type cantilever girder steel post geometric cross section mosaic structure | |
| CN104251038A (en) | Encased steel plate-concrete composite coupling beam and construction method thereof | |
| CN103174222A (en) | Steel casting modularization panel point for connection of steel pipe column and H-shaped beam | |
| CN103015535B (en) | A kind of the H weak direction of principal axis of type post and the firm access node structure of H type beam and preparation method thereof | |
| CN203307937U (en) | Concrete column and steel beam rigidity node construction | |
| CN205935243U (en) | Concatenation node of dysmorphism post | |
| CN108331254A (en) | Using unilateral bolt double steel plate composite structure | |
| CN202969589U (en) | H-type steel beam and rectangular steel tube column variable-beam depth assembly type node | |
| CN207211369U (en) | A kind of modified quadrate steel pipe column is connected steel construction with steel I-beam | |
| CN203008131U (en) | Tubular joint between pipes | |
| CN105220767A (en) | One and the non-orthogonal connected node of cross column and construction method | |
| CN104947804B (en) | A kind of steel bracket and the construction method that beam-column node structure is built using it | |
| CN207211373U (en) | A kind of simple steel I-beam column connected node | |
| CN205421562U (en) | H type cantilever girder steel post mosaic structure | |
| CN202706211U (en) | Assembly type nodal point of H-shaped steel beam with adjustable height in weak-axis direction and H-shaped steel column | |
| CN104453006A (en) | Bolt-type shear-plate damper with clamp plates | |
| CN204850048U (en) | Overlap joint structure of quick hoist and mount of supplementary high -rise girder steel | |
| CN204551732U (en) | A kind of steel frame and steel structure module connected node | |
| CN103437501A (en) | Corrugated web H-shaped section combination beam in C-shaped steel-concrete combination form | |
| CN214657821U (en) | H-shaped steel support and crossbeam assembled connection structure | |
| CN204850046U (en) | Many davits of both shoulders and crane beam connection structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |