CN208184274U - A kind of wood roof truss endpoint node ruggedized construction - Google Patents
A kind of wood roof truss endpoint node ruggedized construction Download PDFInfo
- Publication number
- CN208184274U CN208184274U CN201820323061.5U CN201820323061U CN208184274U CN 208184274 U CN208184274 U CN 208184274U CN 201820323061 U CN201820323061 U CN 201820323061U CN 208184274 U CN208184274 U CN 208184274U
- Authority
- CN
- China
- Prior art keywords
- roof truss
- truss beam
- horizontal
- roofing
- flower basket
- 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
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Abstract
The utility model provides a kind of wood roof truss endpoint node ruggedized construction, and the ruggedized construction includes perpendicular roof truss beam, horizontal roof truss beam, roofing cant beam, steel plate set, fastening bolt, arris fillet, flower basket bolt；The perpendicular roof truss beam and horizontal roof truss beam are mutually connected vertically to form frame structure；The roofing cant beam is built in building top, is connected to top layer and is erected at roof truss beam and horizontal roof truss beam end connecting node, and closes up to form triangular frame structure in roofing overcentre；The steel plate set is wrapped in the external steel construction of horizontal roof truss beam Yu roof inclined beam end junction for fitting；The fastening bolt is arranged in roofing cant beam top surface corresponding with perpendicular roof truss beam, which is fastened on roofing cant beam on perpendicular roof truss beam；Arris fillet is equipped between the fastening bolt and roofing cant beam；The flower basket bolt is arranged at horizontal roof truss beam inside center, and each one of two sides, end welds together along horizontal roof truss beam and steel plate set, and the flower basket bolt of two sides docks among horizontal roof truss beam to be tightened.
Description
Technical field
The utility model relates to Structures Reinforced Technique fields more particularly to a kind of wood roof truss endpoint node to reinforce knot
Structure.
Background technique
The last century of most domestic builds based on post and panel structure, and stability and service life are all gradually unsatisfactory for wanting
It asks.The post and panel structure of and use value significant for part is built, in order in the case where not destroying script structure more
Good preservation original building, it is common practice to be reinforced in the outside of original structure, but the problem of due to construction nuclear material, very much
It is usually tooth type of attachment that the requirement of service life, especially wood roof truss endpoint node, which is all not achieved, in reinforcing engineering, and suffered cuts
Power is larger, therefore emphasis is needed to carry out consolidation process.
Utility model content
The purpose of this utility model is that in view of the drawbacks of the prior art and insufficient, a kind of wood roof truss endpoint node is provided and is added
Fixing structure, the structure can improve wood roof truss shearing resistance intensity, and structure letter in the case where not destroying original structure and overall appearance
It is single, it is easy for construction.
A kind of wood roof truss endpoint node ruggedized construction that in order to achieve the above purposes, the technical solution adopted by the utility model is:,
The ruggedized construction includes perpendicular roof truss beam, horizontal roof truss beam, roofing cant beam, steel plate set, fastening bolt, arris fillet, gaily decorated basket spiral shell
Bolt；The perpendicular roof truss beam and horizontal roof truss beam are mutually connected vertically to form frame structure；The roofing cant beam is built in building top,
It is connected to top layer to erect at roof truss beam and horizontal roof truss beam end connecting node, and closes up to form triangular framing in roofing overcentre
Structure；The steel plate set is wrapped in the external steel construction of horizontal roof truss beam Yu roof inclined beam end junction for fitting；The fastening
Bolt is arranged in roofing cant beam top surface corresponding with perpendicular roof truss beam, which is fastened on roofing cant beam on perpendicular roof truss beam；
Arris fillet is equipped between the fastening bolt and roofing cant beam；The flower basket bolt is arranged at horizontal roof truss beam inside center,
Each one of two sides, end welds together along horizontal roof truss beam and steel plate set, and the flower basket bolt of two sides docks among horizontal roof truss beam
It tightens.
Preferably, the fastening bolt is inserted into perpendicular roof truss beam 700-800mm having a size of diameter 20mm.
Preferably, the flower basket bolt is having a size of diameter 25mm.
The beneficial effects of the utility model are: the structure can be improved in the case where not destroying original structure and overall appearance
Wood roof truss shearing resistance intensity, and structure is simple, it is easy for construction.
Detailed description of the invention
Attached drawing described herein is to be used to provide a further understanding of the present invention, and constitutes one of the application
Point, but do not constitute the restriction to the utility model.
Fig. 1 is ruggedized construction schematic diagram.
Wherein: 1 is perpendicular roof truss beam, and 2 be horizontal roof truss beam, and 3 be roofing cant beam, and 4 be steel plate set, and 5 be fastening bolt, and 6 be three
Angle chock, 7 be flower basket bolt.
Specific embodiment
In conjunction with attached drawing, the utility model is described in further detail.
As shown, a kind of wood roof truss endpoint node ruggedized construction, the ruggedized construction includes perpendicular roof truss beam 1, horizontal room
Set a roof beam in place 2, roofing cant beam 3, steel plate cover 4, fastening bolt 5, arris fillet 6, flower basket bolt 7；The perpendicular roof truss beam 1 and horizontal roof truss beam
2 are mutually connected vertically to form frame structure；The roofing cant beam 3 is built in building top, is connected to top layer and is erected roof truss beam 1 and cross
At 2 end connecting node of roof truss beam, and close up to form triangular frame structure in roofing overcentre；The steel plate set 4 is patch
Close the external steel construction for being wrapped in horizontal roof truss beam 2 and 3 end junction of roofing cant beam；The fastening bolt 5 is arranged in roof inclined
The top surface corresponding with perpendicular roof truss beam 1 of beam 3, the fastening bolt 5 are fastened on roofing cant beam 3 on perpendicular roof truss beam 1；The fastening bolt
Arris fillet 6 is equipped between 5 and roofing cant beam 3；The flower basket bolt 7 is arranged at horizontal 2 inside center of roof truss beam, two sides each one
Root, end weld together along horizontal roof truss beam 2 and steel plate set 4, and the flower basket bolt 7 of two sides docks among horizontal roof truss beam 2 to be tightened.
When it is implemented, the fastening bolt 5 is inserted into perpendicular roof truss beam 700-800mm having a size of diameter 20mm.
When it is implemented, the flower basket bolt 7 is having a size of diameter 25mm.
When practice of construction, first at the top wood roof truss endpoint node of original building, to horizontal roof truss beam 2, roofing cant beam 3
End fitting is outer to wrap up in steel plate set 4, and with the fastening of the split bolt of diameter 20mm.Gaily decorated basket spiral shell is installed at horizontal 2 center of roof truss beam again
Bolt 7, each one of two sides are respectively welded end steel plate set 4 at both ends, and dock and tighten among horizontal roof truss beam 2.Finally in roofing
Arris fillet 6 is placed in the top surface corresponding with perpendicular roof truss beam 1 of cant beam 3, and passes through arris fillet 6 roofing cant beam 3 with fastening bolt 5
It is fastened on perpendicular roof truss beam 1.
Claims (3)
1. a kind of wood roof truss endpoint node ruggedized construction, it is characterised in that: the ruggedized construction includes perpendicular roof truss beam, horizontal roof truss
Beam, roofing cant beam, steel plate set, fastening bolt, arris fillet, flower basket bolt；The perpendicular roof truss beam is mutually perpendicular to horizontal roof truss beam
Connection forms frame structure；The roofing cant beam is built in building top, is connected to top layer and is erected roof truss beam and horizontal roof truss beam end
At connecting node, and close up to form triangular frame structure in roofing overcentre；The steel plate set is wrapped in horizontal room for fitting
The external steel construction set a roof beam in place with roof inclined beam end junction；The fastening bolt setting is corresponding with perpendicular roof truss beam in roofing cant beam
Top surface, which is fastened on roofing cant beam on perpendicular roof truss beam；Three are equipped between the fastening bolt and roofing cant beam
Angle chock；The flower basket bolt is arranged at horizontal roof truss beam inside center, and each one of two sides, end is along horizontal roof truss beam and steel plate set
Weld together, the flower basket bolt of two sides docks among horizontal roof truss beam to be tightened.
2. a kind of wood roof truss endpoint node ruggedized construction according to claim 1, it is characterised in that: the fastening bolt ruler
Very little is diameter 20mm, is inserted into perpendicular roof truss beam 700-800mm.
3. a kind of wood roof truss endpoint node ruggedized construction according to claim 1, it is characterised in that: the flower basket bolt ruler
Very little is diameter 25mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820323061.5U CN208184274U (en) | 2018-03-08 | 2018-03-08 | A kind of wood roof truss endpoint node ruggedized construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820323061.5U CN208184274U (en) | 2018-03-08 | 2018-03-08 | A kind of wood roof truss endpoint node ruggedized construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208184274U true CN208184274U (en) | 2018-12-04 |
Family
ID=64439333
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820323061.5U Expired - Fee Related CN208184274U (en) | 2018-03-08 | 2018-03-08 | A kind of wood roof truss endpoint node ruggedized construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208184274U (en) |
-
2018
- 2018-03-08 CN CN201820323061.5U patent/CN208184274U/en not_active Expired - Fee Related
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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 |
Granted publication date: 20181204 Termination date: 20190308 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |