CN108331159A - Construction steel structure frame Tenon wedging connection method - Google Patents
Construction steel structure frame Tenon wedging connection method Download PDFInfo
- Publication number
- CN108331159A CN108331159A CN201810026357.5A CN201810026357A CN108331159A CN 108331159 A CN108331159 A CN 108331159A CN 201810026357 A CN201810026357 A CN 201810026357A CN 108331159 A CN108331159 A CN 108331159A
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- CN
- China
- Prior art keywords
- tenon
- steel
- connector
- column
- cast
- 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.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 57
- 239000010959 steel Substances 0.000 title claims abstract description 57
- 238000000034 method Methods 0.000 title claims abstract description 14
- 238000010276 construction Methods 0.000 title claims abstract description 11
- 229910001208 Crucible steel Inorganic materials 0.000 claims abstract description 25
- 238000010009 beating Methods 0.000 abstract 1
- 230000010354 integration Effects 0.000 abstract 1
- 241000237858 Gastropoda Species 0.000 description 5
- 238000003466 welding Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 239000011324 bead Substances 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 210000003746 feather Anatomy 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2409—Hooks, dovetails or other interlocking connections
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
A kind of construction steel structure frame Tenon wedging connection method, this method solderless is without riveting without screw connection.It is to be processed into Tenon according to steel column and the design of girder steel end geometry, and further according to Tenon shape, Aided design cast steel connector Tenon makes steel column and girder steel be engaged with cast steel connector Tenon.Respectively one wedge pin Tenon through-hole of design processing, wedge pin tenon, wedge surface with beating into, upper and lower normal thrust, are fixed steel column and girder steel Tenon with the upper and lower surrounding wedging of cast steel connector Tenon intermeshing downward among steel column and girder steel and cast steel connector horizontal integration.
Description
Technical field
The present invention relates to a kind of construction steel structure frame Tenon wedging connection methods, and especially a kind of solderless is without riveting without snail
But mortise-tenon joint method.
Background technology
Currently known steel structure connection method is welding, riveting and three kinds of mixed connection methods of snail.Steel column and girder steel
A large amount of Manual machine works are put into factory, then steel member is transported to construction site web by drilling, welding bearing, snail connects
Fixation is connect, some components must also be fixed overhead welding at the construction field (site).Welding is influenced by welder technology, environment temperature, material
It will produce crack.Girder steel and steel column soldered contact area are small, and stress concentrates on weldering and meets, and is easy fatigue, and easy brisement can cause to build
Build steel structure frame damage.
Invention content
In order to overcome existing steel construction, bead contact area is few, the small easy break-through point easy to crack of bearing capacity, and the technology of the present invention provides
A kind of steel construction mortise-tenon joint method, not only solderless is without riveting without snail feather joint, but Tenon engagement contact area is big, seamed,
Seam is stayed, seam bradyseism is allowed to absorb shake energy, deduction and exemption earthquake causes frame junction to damage.
The technical solution adopted by the present invention to solve the technical problems is：It is designed according to steel column and girder steel both ends geometry
At tenon or the fourth of the twelve Earthly Branches, further according to the Tenon shape of design, Aided design cast steel connector Tenon can be intermeshed connection.Such as：Steel pipe column
Shape is designed to annular groove Tenon, inside and outside grip force enhancing steel column end bearing capacity in cast steel connector.Then wedge pin tenon is used to insert
Enter cast steel connector to lead to the fourth of the twelve Earthly Branches, pass through steel column, surrounding wedging pin above and below steel column and cast steel connector Tenon is extremely fixed.Such as：It is I-shaped
Girder steel end is designed to T-shaped Tenon, and T-shaped Tenon upper design is dovetail Tenon, and lower part is designed to small concave-convex Tenon, mating
Cast steel connector is designed to big T-shaped Tenon, and T-shaped upper plane is designed as dovetail Tenon, and lower part is designed as small concave-convex Tenon, just at
To there is small Tenon on big tenon, there is small Tenon in the big fourth of the twelve Earthly Branches.By-level design wedge pin tenon is connected with girder steel in steel column and lead to mortise, use
Wedge pin tenon, wedge surface is inserted into wedging downward keeps Tenon or more surrounding pin extremely fixed.
Present invention has the advantages that cast steel connector Tenon wedging connection method is simple, saving of labor, time saving, economical, environmentally friendly and anti-
Shake.
Figure of description
Present invention will be further explained below with reference to the attached drawings and examples.
Fig. 1 is cast steel Tenon connector front view of the present invention.
Fig. 2 is cast steel Tenon connector left view of the present invention.
Fig. 3 is cast steel Tenon connector vertical view of the present invention.
Fig. 4 is wedge pin tenon front view of the present invention.
Fig. 5 is wedge pin tenon left view of the present invention.
Fig. 6 is wedge pin tenon vertical view of the present invention.
Fig. 7 is cross girder steel Tenon front view of the present invention.
Fig. 8 is cross girder steel Tenon left view of the present invention.
Fig. 9 is cross girder steel Tenon vertical view of the present invention.
Figure 10 is steel I-beam Tenon front view of the present invention.
Figure 11 is steel I-beam Tenon left view of the present invention.
Figure 12 is steel I-beam Tenon vertical view of the present invention.
Fig. 1 cast steel connectors, 2. dotted lines are upper steel pipe column annular groove Tenons, and the 3. big T-shaped fourths of the twelve Earthly Branches, 4. dotted lines are T-shaped Tenon bottoms
Concave-convex small Tenon, 5. dotted lines are lower steel pipe column annular groove Tenons, and the 6. big T-shaped Tenon top dovetail fourths of the twelve Earthly Branches, 7. fix steel I-beam wedge shape
Pin tenon leads to mortise, the logical mortise of steel pipe column wedge pin tenon under 8. fixations, 9. wedge pin tenons, the small fourth of the twelve Earthly Branches on the big T-shaped tenon of 10. steel I-beams,
11. small tenon on big T-shaped tenon, dovetail on 12. big T-shaped tenons.13. big T-shaped tenon, 14. wedge pin tenons lead to mortise.
Specific implementation mode
Referring to Fig.1, Fig. 3, Figure 10, Figure 11, after square tube steel column lower end is fixed with lower margin snail, cast steel connector is loaded onto in upper end
(1) fixed in dotted line annular groove Tenon (5).The big T-shaped tenon (13) of steel I-beam is put into the big T-shaped fourth of the twelve Earthly Branches (3) of cast steel connector (1),
Top dovetail (12) is meshed with the cast steel connector dovetail fourth of the twelve Earthly Branches (6), and the concave-convex small Tenon (10.11) in lower part and cast steel connector dotted line are recessed
Convex small Tenon (4) intermeshing.Then with wedge pin tenon (9) be inserted into respectively cast steel connector dovetail lead to mortise (7) (8) it is inner, use
Hammer squeezes into wedging, and making steel column, girder steel tenon and cast steel connector Tenon, surrounding pin is extremely fixed up and down.It is exactly connection method simple in this way
The rest may be inferred, connects into all size, height building frame.
Claims (3)
1. a kind of construction steel structure frame Tenon wedging connection method, mainly by steel column, girder steel, cast steel connector, three big components and
One smallclothes of wedge pin tenon are constituted, it is characterized in that：Cast steel connector and steel beam, column are that Tenon engages wedging and connects into frame.
2. construction steel structure frame Tenon wedging connection method according to claim 1, steel column, girder steel and cast steel connector tenon
The fourth of the twelve Earthly Branches, it is characterized in that：There is small Tenon on big tenon, there is small Tenon in the big fourth of the twelve Earthly Branches.
3. the construction steel structure frame Tenon wedging connection method according to claim 1,2, steel column, girder steel, cast steel connector,
It is characterized in that：It is wedge pin tenon, wedge surface level is inserted into mortise downward, and upper and lower normal thrust is girder steel and steel column and cast steel connector
Surrounding wedging is fixed together Tenon up and down.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810026357.5A CN108331159A (en) | 2017-10-22 | 2017-10-22 | Construction steel structure frame Tenon wedging connection method |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711038411.X | 2017-10-22 | ||
| CN201810026357.5A CN108331159A (en) | 2017-10-22 | 2017-10-22 | Construction steel structure frame Tenon wedging connection method |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711038411.X Division | 2017-10-22 | 2017-10-22 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108331159A true CN108331159A (en) | 2018-07-27 |
Family
ID=62924193
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810026357.5A Pending CN108331159A (en) | 2017-10-22 | 2017-10-22 | Construction steel structure frame Tenon wedging connection method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108331159A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110748222A (en) * | 2019-09-21 | 2020-02-04 | 鸿强建设集团有限公司 | Temporary building structure convenient to assemble and having anti-seismic effect and use method thereof |
| CN111501993A (en) * | 2020-05-07 | 2020-08-07 | 沈荣芳 | Splicing type building steel frame assembly structure and assembly method thereof |
| CN111519772A (en) * | 2020-04-26 | 2020-08-11 | 江苏科技大学 | A light steel structure with tenon joints |
| CN113323142A (en) * | 2021-04-15 | 2021-08-31 | 广东现代建筑设计与顾问有限公司 | Steel column structure and column top connecting structure thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202789938U (en) * | 2012-08-27 | 2013-03-13 | 杭州港龙工艺品有限公司 | Mortis-tenon connection structure with dovetail joint |
| CN203347023U (en) * | 2013-06-26 | 2013-12-18 | 珠海市晶艺玻璃工程有限公司 | Steel structure cast steel joint |
| CN204983622U (en) * | 2015-07-30 | 2016-01-20 | 天津大学 | Bending resistance and resistance to plucking type mortise type scaffold node |
| CN206189857U (en) * | 2016-11-27 | 2017-05-24 | 塔里木大学 | Building templates support system steel bracket device |
| CN206800630U (en) * | 2017-05-17 | 2017-12-26 | 乔小平 | A kind of assembling type steel structure integrated building |
-
2017
- 2017-10-22 CN CN201810026357.5A patent/CN108331159A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202789938U (en) * | 2012-08-27 | 2013-03-13 | 杭州港龙工艺品有限公司 | Mortis-tenon connection structure with dovetail joint |
| CN203347023U (en) * | 2013-06-26 | 2013-12-18 | 珠海市晶艺玻璃工程有限公司 | Steel structure cast steel joint |
| CN204983622U (en) * | 2015-07-30 | 2016-01-20 | 天津大学 | Bending resistance and resistance to plucking type mortise type scaffold node |
| CN206189857U (en) * | 2016-11-27 | 2017-05-24 | 塔里木大学 | Building templates support system steel bracket device |
| CN206800630U (en) * | 2017-05-17 | 2017-12-26 | 乔小平 | A kind of assembling type steel structure integrated building |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110748222A (en) * | 2019-09-21 | 2020-02-04 | 鸿强建设集团有限公司 | Temporary building structure convenient to assemble and having anti-seismic effect and use method thereof |
| CN111519772A (en) * | 2020-04-26 | 2020-08-11 | 江苏科技大学 | A light steel structure with tenon joints |
| CN111501993A (en) * | 2020-05-07 | 2020-08-07 | 沈荣芳 | Splicing type building steel frame assembly structure and assembly method thereof |
| CN111501993B (en) * | 2020-05-07 | 2022-01-28 | 山东永固钢结构集团有限公司 | Splicing type building steel frame assembly structure and assembly method thereof |
| CN113323142A (en) * | 2021-04-15 | 2021-08-31 | 广东现代建筑设计与顾问有限公司 | Steel column structure and column top connecting structure thereof |
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| PB01 | Publication | ||
| PB01 | Publication | ||
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Application publication date: 20180727 |