CN203808257U - Connection node structure of archaized building steel column cover plate and steel beam sealing plate - Google Patents
Connection node structure of archaized building steel column cover plate and steel beam sealing plate Download PDFInfo
- Publication number
- CN203808257U CN203808257U CN201420183994.0U CN201420183994U CN203808257U CN 203808257 U CN203808257 U CN 203808257U CN 201420183994 U CN201420183994 U CN 201420183994U CN 203808257 U CN203808257 U CN 203808257U
- Authority
- CN
- China
- Prior art keywords
- steel
- cover plate
- steel column
- column
- girder steel
- 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
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
A connection node structure of an archaized building steel column cover plate and a steel beam sealing plate comprises a vertical steel column and a transverse steel beam, the vertical steel column and the transverse steel beam are fixedly connected, the head of the steel column is fixedly connected with an upper sealing cover plate, a binding rafter is arranged on the upper sealing cover plate, the shape of the upper sealing cover plate is the same as that of the cross section of the steel column, the edge of the upper sealing cover plate is not higher than the edge of the head of the steel column, the steel beam is an i-beam or H-shaped steel, side face sealing protective plates are clamped on the lower sides of the two ends of an upper flange of the steel beam and the upper sides of the two ends of a lower flange in the length direction of the steel beam respectively, the side face sealing protective plates are parallel with webs, the steel beam is sealed to form a cuboid component, and the length of the side face sealing protective plates is the same as that of the steel beam. The connection node structure has the advantages of being low in weight, high in strength, capable of meeting the requirement for body load bearing, safe, reliable and good in shock resistance and wind resistance. The appearance of a node of the steel column and the steel beam accords with an archaized building, and the connection structure is novel in appearance and accords with the Chinese style of ancient architectures.
Description
Technical field
The utility model relates to a kind of building in the style of the ancients joint structure, particularly the joint structure of a kind of round steel post and H section steel beam.
Background technology
Chinese ancient architecture is taking wooden construction as main a kind of frame mode, present stage is due to the development of concrete structure, except the repair of some ancient buildings is still taked timber structural system, other newly-built archaized building structure adopts concrete structure to replace part wooden construction more, form the building in the style of the ancients agent structure that concrete combines with large timber construction, also have the building in the style of the ancients agent structure that all uses concrete structure.In building in the style of the ancients field, although concrete structure has saving timber, pest control and anticorrosion, improve structural safety, plasticity high, but exist construction weight large, concreting easily produces error size inaccuracy, inconvenience is installed, be difficult for matching with associated components, build at the scene the duration longer, the larger problem of environmental pollution while building with dismounting, and in order to reach the paint colored drawing effect identical with timber frame afterwards, the making to concrete member modelled after an antique and installation and cast-in-place ancient member have all proposed very high requirement.
On the current ancient building of this problem market, can adopt girder steel, steel column as ancient architecture agent structure, compared with pure timber compoment, its function meets main body load-bearing requirement.But because steel mostly are shaped steel, after dispatching from the factory, shaped cross is fixed, steel work often exists shape not meet ancient architecture pattern and does not meet the technical problem of ancient architecture construction requirement for building in the style of the ancients.
Utility model content
The purpose of this utility model is to provide the connected node structure of a kind of building in the style of the ancients steel column cover plate and girder steel shrouding, solved steel work for building in the style of the ancients after, its shape does not meet ancient architecture pattern and does not meet the technical problem of ancient architecture construction requirement.
For achieving the above object, the utility model adopts following technical scheme:
The connected node structure of a kind of building in the style of the ancients steel column cover plate and girder steel shrouding, comprise the vertical steel column that is fixedly connected with and horizontal girder steel, the column cap of described steel column is fixedly connected with places the upper cover plate that holds rafter a tree, used in making timber for boats, the shape of upper cover plate edge identical with the shape of cross section of steel column and upper cover plate does not exceed the edge of column cap, described girder steel is i iron or H shaped steel, the two ends downside of the top flange of girder steel and the two ends upside of bottom flange, length direction left and right along beam is folded with the side closure plate parallel with web separately, make girder steel closure become cuboid member, the length of described side closure plate is identical with the length of girder steel.
The cross section of described steel column is circle or polygon.
Between described upper cover plate and the column cap of steel column, adopt spot welding to be connected.
Between the two ends on the upper and lower edge of a wing of described side closure plate and girder steel, being groove spot welding is connected.
Compared with prior art the utlity model has following characteristics and beneficial effect:
The building in the style of the ancients agent structure node that the utility model has adopted steel column and girder steel to combine, it is lightweight, and intensity is high, meets the requirement of main body load-bearing, and security reliability seismic wind resistance is good; Arrange respectively and seal steel plate and side closure plate in the column cap of steel column and the both sides of girder steel, sense organ shape after its construction is completed meets ancient building structural part shape, the node profile of steel column and girder steel meets ancient building entirety shape system, outward appearance novelty, meet ancient architecture Chinese style style, meet the construction requirement of ancient architecture.
Brief description of the drawings
Below in conjunction with accompanying drawing, the utility model is described in more detail.
Fig. 1 is the node schematic diagram that steel column is connected with girder steel.
Fig. 2 is the structural representation of steel column.
Fig. 3 is the cross-sectional structure schematic diagram of girder steel.
Fig. 4 is steel column and upper cover plate welding schematic top plan view.
Fig. 5 is girder steel schematic top plan view.
Reference numeral: 1-steel column, 2-upper cover plate, 3-girder steel, 4-side closure plate, 5-side closure plate solder joint, 6-upper cover plate solder joint.
Detailed description of the invention
Embodiment is shown in Figure 1, the connected node structure of a kind of building in the style of the ancients steel column cover plate and girder steel shrouding, comprise the vertical steel column 1 that is fixedly connected with and horizontal girder steel 3, the column cap of described steel column 1 is fixedly connected with places the upper cover plate 2 that holds rafter a tree, used in making timber for boats, the shape of upper cover plate 2 edge identical with the shape of cross section of steel column and upper cover plate 2 does not exceed the edge of column cap, described girder steel 3 is i iron or H shaped steel, the two ends downside of the top flange of girder steel 3 and the two ends upside of bottom flange, length direction left and right along beam is folded with the side closure plate 4 parallel with web separately, make girder steel 3 closures become cuboid member, the length of described side closure plate is identical with the length of girder steel 3.
Shown in Figure 2, the cross section of described steel column 1 is circle or polygon.Between described upper cover plate 2 and the column cap of steel column, adopt spot welding to be connected.
Between the two ends on the upper and lower edge of a wing of described side closure plate 4 shown in Figure 3 and girder steel 3, being groove spot welding is connected.
Installation steps of the present utility model are as follows:
Upper cover plate:
Steel column in the present embodiment adopts cylinder.
Step 1, makes circular upper cover plate 2 according to the column cap diameter of steel column, and the diameter of upper cover plate 2 is less than the diameter 2mm of steel column.
Step 2, is welded in 2 of upper cover plates on steel column column cap, and cover plate wants capping tight, can not reveal seam, and electric welding wants electric welding solid, between upper cover plate solder joint 6 edges at upper cover plate and steel column column cap, spaced apart.
Side closure plate:
Girder steel in the present embodiment adopts H shaped steel.
Step 1, makes shrouding according to the height dimension of girder steel, and the width h of side closure plate and steel beam web plate are that on girder steel, the distance between bottom flange is identical, ensure that steel plate is clipped between bottom flange.
Step 2, on the two ends up and down of side closure plate and girder steel, the two ends of bottom flange are at interval of the position cutting angle of 1m.
Step 3, is welded on side closure plate on the side of girder steel, and side closure plate solder joint 5 is in divided edge of steel plate position, and steel plate and girder steel will join closely knit, and welding is wanted firmly, safety.
Claims (4)
1. the connected node of a building in the style of the ancients steel column cover plate and girder steel shrouding structure, comprise the vertical steel column (1) that is fixedly connected with and horizontal girder steel (3), it is characterized in that: the column cap of described steel column (1) is fixedly connected with places the upper cover plate (2) that holds rafter a tree, used in making timber for boats, the shape of upper cover plate (2) edge identical with the shape of cross section of steel column and upper cover plate (2) does not exceed the edge of column cap, described girder steel (3) is i iron or H shaped steel, the two ends downside of the top flange of girder steel (3) and the two ends upside of bottom flange, length direction left and right along beam is folded with the side closure plate (4) parallel with web separately, make girder steel (3) closure become cuboid member, the length of described side closure plate is identical with the length of girder steel (3).
2. the connected node of building in the style of the ancients steel column cover plate according to claim 1 and girder steel shrouding structure, is characterized in that: the cross section of described steel column (1) is circle or polygon.
3. the connected node of building in the style of the ancients steel column cover plate according to claim 1 and girder steel shrouding structure, is characterized in that: between described upper cover plate (2) and the column cap of steel column, adopt spot welding to be connected.
4. the connected node of building in the style of the ancients steel column cover plate according to claim 1 and girder steel shrouding structure, is characterized in that: between the two ends on the upper and lower edge of a wing of described side closure plate (4) and girder steel (3), be groove spot welding and be connected, electric welding spacing is 1m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420183994.0U CN203808257U (en) | 2014-04-16 | 2014-04-16 | Connection node structure of archaized building steel column cover plate and steel beam sealing plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420183994.0U CN203808257U (en) | 2014-04-16 | 2014-04-16 | Connection node structure of archaized building steel column cover plate and steel beam sealing plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203808257U true CN203808257U (en) | 2014-09-03 |
Family
ID=51447034
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420183994.0U Expired - Fee Related CN203808257U (en) | 2014-04-16 | 2014-04-16 | Connection node structure of archaized building steel column cover plate and steel beam sealing plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203808257U (en) |
-
2014
- 2014-04-16 CN CN201420183994.0U patent/CN203808257U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104947803B (en) | A kind of prefabricated sheet-pile mortise and tenon type connecting node and installation method | |
| CN205663444U (en) | Assembled shaft section of jurisdiction structure | |
| CN103821074A (en) | Diversion device for flat steel box beam bridge vortex vibration control | |
| CN208844771U (en) | The connected support structure of T plate edge joint position | |
| CN203808257U (en) | Connection node structure of archaized building steel column cover plate and steel beam sealing plate | |
| CN204644878U (en) | A kind of transom pier steel truss girder lifting construction device | |
| CN203808256U (en) | Connection node structure of archaized building round steel column and steel beam | |
| CN203238925U (en) | Net rack work platform erected by utilizing factory building crane | |
| CN203569485U (en) | Steel truss beam elevation adjusting device | |
| CN203603457U (en) | Deformation joint steel formwork and deformation joint formwork assembly | |
| CN209456994U (en) | Diaphram wall framework of steel reinforcement structure in a kind of tunnel | |
| CN209685126U (en) | A kind of steel vestibule integrally promotes lifting lug device | |
| CN203924044U (en) | The node structure that a kind of expanded bore pile is connected with steel pipe post | |
| CN203669094U (en) | Concrete-filled steel tube latticed column shoulder beam | |
| CN202913716U (en) | Temporary support structure for truss integral lifting | |
| CN203569762U (en) | Automatic opening and closing steel structure roof | |
| CN201671186U (en) | Large-span gate type rigid frame column and beam connecting node | |
| CN205153123U (en) | Novel rigidity square steel tube tie rod and connected node structure | |
| CN205976204U (en) | Thermal -insulated steel carrier plate of antidetonation of simple and easy installation | |
| CN205591426U (en) | Steel reinforced concrete vierendeel truss | |
| CN109956395A (en) | A kind of steel vestibule integrally promotes shackle structure | |
| CN205578900U (en) | Device of takeing root of a cable tray gallows | |
| CN204531232U (en) | Prefabricated reinforced concrete quakeproof stair | |
| CN204152264U (en) | A kind of Chimney in Fossil Power Plant access path | |
| CN103556577A (en) | Elevation adjusting device for steel truss and method for adjusting elevation of steel truss |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20140903 Termination date: 20180416 |