CN206693403U - A kind of steel core concrete column and connected mode - Google Patents
A kind of steel core concrete column and connected mode Download PDFInfo
- Publication number
- CN206693403U CN206693403U CN201720398433.6U CN201720398433U CN206693403U CN 206693403 U CN206693403 U CN 206693403U CN 201720398433 U CN201720398433 U CN 201720398433U CN 206693403 U CN206693403 U CN 206693403U
- Authority
- CN
- China
- Prior art keywords
- steel
- concrete column
- plate
- core concrete
- outer ring
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 85
- 239000010959 steel Substances 0.000 title claims abstract description 85
- 230000002787 reinforcement Effects 0.000 claims abstract description 17
- 239000003351 stiffener Substances 0.000 claims description 3
- 235000010627 Phaseolus vulgaris Nutrition 0.000 claims 1
- 240000005158 Phaseolus vulgaris Species 0.000 claims 1
- 238000003466 welding Methods 0.000 abstract description 4
- 238000010276 construction Methods 0.000 abstract description 2
- 230000003313 weakening Effects 0.000 abstract 1
- 239000000463 material Substances 0.000 description 3
- 239000000203 mixture Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000003014 reinforcing Effects 0.000 description 1
Abstract
The utility model provides a kind of steel core concrete column and connected mode, including steel core concrete column, U-shaped steel, lower outer ring plate, outer negative reinforcement, interior negative reinforcement, upper outer ring plate, laterally attached plate, steel core concrete column is welded with, lower outer ring plate, negative reinforcement is welded on outer ring plate, U-shaped steel is located at steel core concrete column left and right ends, welded with steel core concrete column, lower outer ring plate is located at U-shaped steel lower end, it is connected with U-shaped steel by high-strength bolt, laterally attached plate is welded by two pieces of square plates and one block of circular arc steel plate, U-shaped steel is bolted with the square plate, circular arc steel plate welds with steel core concrete column.This practical Site Welding workload is few, is easy to construction to realize assembling, perforate in steel pipe side wall and caused by weakening to steel pipe bearing capacity lack, U-shaped steel passes through laterally attached crab bolt connection reinforcement bearing capacity.
Description
Technical field
It the utility model is related to building structure field, more particularly to a kind of steel core concrete column and connected mode.
Background technology
Steel core concrete column is with the structural system that outsourcing U-shaped steel-concrete combination beam is formed because it can give full play to steel
The characteristic of two kinds of material, concrete materials, the features such as material consumption is few, and industrialized production degree is high, there is good social benefit
And economic benefit；Existing steel core concrete column and connected mode scene repair welding component are more, weaken steel pipe bearing capacity, or be applicable
Property is poor.
Utility model content
In order to solve the above problems, the utility model provides that a kind of bearing capacity is strong, the few concrete filled steel tube of field operation
Post and connected mode.
Technical scheme provided by the utility model is：A kind of steel core concrete column and connected mode, including steel pipe mix
Solidifying earth pillar 1, U-shaped steel 2, lower outer ring plate 3, outer negative reinforcement 4, interior negative reinforcement 5, upper outer ring plate 6, laterally attached plate 7；Institute
State steel core concrete column 1 and be welded with outer ring plate 6, lower outer ring plate 3, the interior negative reinforcement 5 is welded in outer ring plate 6
Between, blocked in the edge of steel core concrete column 1, the outer negative reinforcement 4 is welded in the both sides of outer ring plate 6；The U-shaped steel 2
Positioned at the left and right ends of steel core concrete column 1, it is welded to connect with steel core concrete column 1, lower outer ring plate 3 is located at the lower end of U-shaped steel 2, with U
Shaped steel 2 is connected by high-strength bolt；The steel core concrete column 1 is welded with triangle and put more energy into upper and lower outer ring plate 6,3 junctions
Rib 8；The laterally attached plate 7 is welded by two pieces of square plates 71 and one block of circular arc steel plate 72, and square plate 71 is distinguished
Positioned at the both ends of circular steel plate 72, bolt hole is reserved with square plate 71, the U-shaped steel 2 is close to the end of steel core concrete column 1 and institute
State square plate 71 to be bolted, the circular arc steel plate 72 is used with steel core concrete column 1 and is welded to connect.
The cross section of the steel core concrete column 1 is rectangle, circle or polygon.
The beneficial effect that the utility model reaches：This practical Site Welding workload is few, is easy to construction to realize assembling, bears
Moment at support is directly welded on outer ring plate, it is possible to reduce the perforate in steel pipe side wall and caused by steel pipe bearing capacity is cut
Weak, U-shaped steel is connected by laterally attached crab bolt, is further reduced Site Welding workload and is strengthened bearing capacity.
Brief description of the drawings
Accompanying drawing described herein is to be further understood for providing to of the present utility model, forms one of the application
Point, but do not form to restriction of the present utility model.
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the utility model elevation；
Fig. 3 is the laterally attached plate schematic diagram.
Wherein, 1 is steel core concrete column, and 2 be U-shaped steel, and 3 be lower outer ring plate, and 4 be outer negative reinforcement, and 5 be interior hogging moment
Reinforcing bar, 6 be upper outer ring plate, and 7 be laterally attached plate, and 71 be square plate, and 72 be circular steel plate, and 8 be ribbed stiffener.
Embodiment
In order to which the utility model is described in further detail, it is as follows that its embodiment is now disclosed.
According to Fig. 1, Fig. 2, Fig. 3, in specific implementation, a kind of steel core concrete column and connected mode, including steel tube concrete
Earth pillar 1, U-shaped steel 2, lower outer ring plate 3, outer negative reinforcement 4, interior negative reinforcement 5, upper outer ring plate 6, laterally attached plate 7；It is described
Steel core concrete column 1 is welded with outer ring plate 6, lower outer ring plate 3, and the interior negative reinforcement 5 is welded among outer ring plate 6,
Blocked in the edge of steel core concrete column 1, the outer negative reinforcement 4 is welded in the both sides of outer ring plate 6；The U-shaped steel 2 is located at
The left and right ends of steel core concrete column 1, are welded to connect with steel core concrete column 1, and lower outer ring plate 3 is located at the lower end of U-shaped steel 2, with U-shaped steel
2 are connected by high-strength bolt；The steel core concrete column 1 is being welded with triangle ribbed stiffener 8 with upper and lower outer ring plate 6,3 junctions；
The laterally attached plate 7 is welded by two pieces of square plates 71 and one block of circular arc steel plate 72, and square plate 71 is located at respectively
The both ends of circular steel plate 72, bolt hole are reserved with square plate 71, the U-shaped steel 2 is close to the end of steel core concrete column 1 and the side
Shape steel plate 71 is bolted, and the circular arc steel plate 72 is used with steel core concrete column 1 and is welded to connect.
In specific implementation, the cross section of the steel core concrete column 1 is rectangle, circle or polygon.
Claims (2)
1. a kind of steel core concrete column and connected mode, including steel core concrete column (1), U-shaped steel (2), lower outer ring plate (3),
Outer negative reinforcement (4), interior negative reinforcement (5), upper outer ring plate (6), laterally attached plate (7)；The steel core concrete column (1)
Outer ring plate (6), lower outer ring plate (3) are welded with, the interior negative reinforcement (5) is welded among outer ring plate (6), in steel pipe
Concrete column (1) edge is blocked, and the outer negative reinforcement (4) is welded in outer ring plate (6) both sides；U-shaped steel (2) position
In steel core concrete column (1) left and right ends, it is welded to connect with steel core concrete column (1), lower outer ring plate (3) is located under U-shaped steel (2)
End, is connected with U-shaped steel (2) by high-strength bolt；The steel core concrete column (1) with upper and lower outer ring plate (6), (3) junction
It is welded with triangle ribbed stiffener (8)；The laterally attached plate (7) is welded by two pieces of square plates (71) and one piece of circular arc steel plate (72)
Connect and form, square plate (71) is located at circular steel plate (72) both ends respectively, and bolt hole, the U are reserved with square plate (71)
Shaped steel (2) is bolted close to steel core concrete column (1) end with the square plate (71), the circular arc steel plate (72)
Use and be welded to connect with steel core concrete column (1).
2. bean column node according to claim 1, it is characterised in that：The cross section of the steel core concrete column (1) be rectangle,
Circular or polygon.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720398433.6U CN206693403U (en) | 2017-04-14 | 2017-04-14 | A kind of steel core concrete column and connected mode |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720398433.6U CN206693403U (en) | 2017-04-14 | 2017-04-14 | A kind of steel core concrete column and connected mode |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206693403U true CN206693403U (en) | 2017-12-01 |
Family
ID=60445165
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720398433.6U Expired - Fee Related CN206693403U (en) | 2017-04-14 | 2017-04-14 | A kind of steel core concrete column and connected mode |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206693403U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2021016672A1 (en) * | 2019-07-31 | 2021-02-04 | Iron Matrix Pty Ltd | "a method and apparatus for stiffening a framework module for use in modular building construction" |
-
2017
- 2017-04-14 CN CN201720398433.6U patent/CN206693403U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2021016672A1 (en) * | 2019-07-31 | 2021-02-04 | Iron Matrix Pty Ltd | "a method and apparatus for stiffening a framework module for use in modular 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: 20171201 Termination date: 20210414 |