CN205935736U - Novel timber structure beam column node is consolidated device - Google Patents
Novel timber structure beam column node is consolidated device Download PDFInfo
- Publication number
- CN205935736U CN205935736U CN201620608691.8U CN201620608691U CN205935736U CN 205935736 U CN205935736 U CN 205935736U CN 201620608691 U CN201620608691 U CN 201620608691U CN 205935736 U CN205935736 U CN 205935736U
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- China
- Prior art keywords
- column
- node
- column node
- steel bushing
- beam column
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Abstract
The utility model provides a novel timber structure beam column node is consolidated device, including steel sleeve, bracket support and steel -pipe column, wherein steel sleeve is provided with the sleeve breach, sleeve notch size is the same with beam column node tip section size, wraps the beam column node in steel sleeve, steel -pipe column welding set up in the steel sleeve bottom, a bracket support welding sets up and is in tight timber beams is pushed up in order to support timber beams in the steel -pipe column top. The effect of this device is consolidated timber structure beam column node long neglected and in disrepair, guarantees that the beam column node is firm reliable, improves the whole bearing capacity of node. Simultaneously need not to destroy former beam column node tenon fourth of the twelve earthly branches structure system again, need not to reinforce because of the node and change timber beams, protect former timber structure history culture to be worth as far as, repair as usual oldly, construction convenience is swift in addition, carries high pressure heater and transforms efficiency admittedly.
Description
Technical field
This utility model is related to existing building structure strengthening reconstruction field, and particularly to a kind of Novel wooden Structure Beam-column section
Point bracing means.
Background technology
At present, China's existing building total amount about 43,000,000,000 m2, it is the main body constituting current city architectural environment.Existing building
Transformation is reinforced, and the reinforcing of particularly history relic protection building is repaired, and becomes the branch that building trade becomes more and more important, in this background
Under, existing building reinforcement technique also becomes increasingly abundant maturation.
But at present, common reinforcement means is applied to the room of the versions such as existing brick mix structure, frame structure with technology more
Room reinforces, and the reinforcement technique with regard to timber structure also needs to further research and innovation.This is the particularity due to wooden frame structure
Determine.Ancient Times in China wooden frame structure has a large capacity and a wide range, and the pin cracking of a lot of wooden frame structures is rotten serious, substantially loses
Bearing capacity, needs to replace；And wooden frame majority is intact, and a lot of wooden frame carving is exquisite, have recorded the transition in epoch, carries
Important historical cultural environment, needs to retain the vestige of its history, restoring the old as the old.The wooden component that these have conservation value exists
Reinforce in reparative processes and can not be destroyed, this just puts forward higher requirement to its reinforcement technique and method.
Utility model content
The special requirement reinforced for timber structure and the deficiencies in the prior art, this utility model aims to provide a kind of being suitable for
Device in timber structure beam-column joint reinforcing.The effect of this device be to timber structure beam-column joint reinforcing long neglected and in disrepair it is ensured that
Bean column node is solid and reliable, improves node integrated carrying ability.Former bean column node joinery and its construction system need not be destroyed, no simultaneously again
Wooden frame need to be changed because of joint reinforcing, protect log timberstructure historical cultural environment, restoring the old as the old, in addition easy construction as far as possible
Fast, improve strengthening reconstruction efficiency.
In order to achieve the above object, the utility model proposes a kind of Novel wooden Structure Beam-column joint reinforcing device, including steel
Sleeve, bracket rest and steel pipe column, wherein said steel bushing is provided with sleeve breach, described sleeve notch size and bean column node
End cross-sectional is equivalently-sized, and by bean column node bag in steel bushing, described steel pipe column welding is arranged at described steel bushing bottom, institute
State the welding of bracket rest to be arranged on described steel pipe column top and hold out against wooden frame to support wooden frame.
Further, described steel bushing is made up of sleeve wall and set tube end plate, and described sleeve base plate holds out against under bean column node
End, bottom and described steel pipe column welding, top bean column node load is reached bottom steel pipe column.
Further, described steel pipe column is connected using groove penetration weld with set tube end plate.
Further, described steel bushing carries out factory's pre-add according to the shape of live log timberstructure bean column node with size
Work, its diametric requirements can meet banding log column, and requirement for height can meet bean column node bag in sleeve.
Further, this device also includes adhesive, for cementing steel bushing and timber, makes steel bushing tight with bean column node
Close combination.
Further, this device also includes temporary support, is supported on the wooden frame end near bean column node to be reinforced, treats
Remove after the completion of reinforcing.
The beneficial effects of the utility model are：Timber structure beam column section is reinforced by this New Types of Beam column Connections bracing means
Point, it is ensured that timber structure bean column node is solid and reliable, improves node integrated carrying ability；Former bean column node Tenon knot need not be destroyed
Structure system, reduces the disturbance to original structure；Save material, wooden frame need not be changed because of joint reinforcing；Restoring the old as the old, as far as possible
Protection log timberstructure historical cultural environment；Convenient and quick construction, improves strengthening reconstruction efficiency.
Brief description
Fig. 1 show the timber structure beam-column joint reinforcing apparatus structure schematic diagram of this utility model preferred embodiment.
Fig. 2 show the steel bushing structural representation of this utility model preferred embodiment.
Fig. 3 and Fig. 4 show the structural representation of timber structure bean column node.
Fig. 5 show the structural representation that steel bushing banding reinforces bean column node.
Fig. 6 show the structural representation that steel bushing is connected with steel pipe column.
Specific embodiment
Provide specific embodiment of the present utility model below in conjunction with accompanying drawing, but this utility model is not limited to following enforcement
Mode.According to following explanation and claims, advantages and features of the present utility model will become apparent from.It should be noted that, accompanying drawing
All in the form of very simplification and all using non-accurately ratio, it is only used for conveniently, lucidly aiding in illustrating this utility model
The purpose of embodiment.
Refer to Fig. 1, the utility model proposes a kind of Novel wooden Structure Beam-column joint reinforcing device, including steel bushing 100,
Bracket rest 200 and steel pipe column 300, wherein said steel bushing is provided with sleeve breach, described sleeve notch size and beam column section
Point end cross-sectional is equivalently-sized, and by bean column node bag in steel bushing 100, described steel pipe column 300 welding is arranged at described steel bushing
Cylinder 100 bottoms, described bracket rest 200 welding is arranged on described steel pipe column 300 top and holds out against wooden frame 10 to support wooden frame 10.
Refer to Fig. 2 again, Fig. 2 show the steel bushing structural representation of this utility model preferred embodiment.Described steel bushing
Cylinder 100 is made up of sleeve wall 110 and set tube end plate 120, and described set tube end plate 120 holds out against bean column node lower end, bottom with described
Steel pipe column 300 welds, and top bean column node load is reached bottom steel pipe column 300.Further, described steel pipe column 300 and set
Tube end plate 120 adopts groove penetration weld to connect.Described steel bushing 100 is according to the shape of live log timberstructure bean column node and size
Carry out factory's preprocessing, its diametric requirements can meet banding log column, requirement for height can meet bean column node bag in sleeve.
Referring again to Fig. 3～Fig. 6, Fig. 3 and Fig. 4 show the structural representation of timber structure bean column node.Fig. 5 show steel
Sleeve banding reinforces the structural representation of bean column node.Fig. 6 show the structural representation that steel bushing is connected with steel pipe column.This dress
Put and also include adhesive, for cementing steel bushing and timber, so that steel bushing is combined closely with bean column node.Further, this dress
Put and also include temporary support, be supported on the wooden frame end near bean column node to be reinforced, described temporary support should be made reinforcing
Firmly support wooden frame before industry, facilitate beam-column joint reinforcing construction to be smoothed out, remove after the completion of waiting to reinforce.
The installation of above-mentioned Novel wooden Structure Beam-column joint reinforcing device comprises the steps：
S1 is as shown in Fig. 2 according to the shape of live log timberstructure bean column node and size, factory's preprocessing steel bushing；
S2, as shown in figure 3, site setup temporary support, is supported on the wooden frame end near bean column node to be reinforced；
S3, as shown in figure 4, cutting off the rotten pin seriously cannot being continuing with along bean column node bottom, retains beam column section
Point, carries out preservative treatment to bean column node simultaneously；
S4 is as shown in figure 5, be enclosed within bean column node by prefabricated steel bushing, and is cemented using adhesive；
S5 is as shown in fig. 6, by steel column tight sleeve tube end plate, and is connected using groove penetration weld with base plate；
S6 is as shown in figure 1, in steel column welded top bracket rest, hold out against wooden frame end；
After S7 stability under loading, remove temporary support, reinforcing completes.
Need it is further noted that in step S1, described steel bushing diametric requirements can meet banding log column, sleeve is high
Degree requirement can meet bean column node bag in sleeve, and sleeve notch size requires identical with beam end sectional dimension.
Need it is further noted that in step S2, setting temporary support is solid and reliable, so that beam-column joint reinforcing is smoothly applied
Work, and the former building structure of not disturbance.
Need it is further noted that in step S3, cutting pin construction should be careful, please professional construction troop complete
Operation, disturbance must not destroy former bean column node in cutting process.
Need it is further noted that in step S4, need to ensure that steel bushing is combined closely with bean column node.
Need it is further noted that in step S5, need to ensure that steel column holds out against steel bushing, be closely connected with set tube end plate,
Top bean column node load is reached bottom steel pipe column.
Need it is further noted that in step S6, need to ensureing that bracket rest holds out against wooden frame end, improve bean column node whole
Body bearing capacity.
Although this utility model is disclosed above with preferred embodiment, so it is not limited to this utility model.This reality
Use new those of ordinary skill in the art, without departing from spirit and scope of the present utility model, each when making
The change planted and retouching.Therefore, protection domain of the present utility model is worked as and is defined depending on those as defined in claim.
Claims (5)
1. a kind of Novel wooden Structure Beam-column joint reinforcing device is it is characterised in that include steel bushing, bracket rest and steel pipe column,
Wherein said steel bushing is provided with sleeve breach, and described sleeve notch size is equivalently-sized with bean column node end cross-sectional, by beam
In steel bushing, described steel pipe column welding is arranged at described steel bushing bottom to Column border node bag, and described bracket rest welding is arranged on
Described steel pipe column top simultaneously holds out against wooden frame to support wooden frame.
2. Novel wooden Structure Beam-column joint reinforcing device according to claim 1 is it is characterised in that described steel bushing is by covering
Barrel and set tube end plate composition, described sleeve base plate holds out against bean column node lower end, bottom and described steel pipe column welding, by upper beam
Column border node load reaches bottom steel pipe column.
3. Novel wooden Structure Beam-column joint reinforcing device according to claim 2 is it is characterised in that described steel pipe column and set
Tube end plate adopts groove penetration weld to connect.
4. Novel wooden Structure Beam-column joint reinforcing device according to claim 1 is it is characterised in that this device also includes glue
Glutinous agent, for cementing steel bushing and timber, makes steel bushing combine closely with bean column node.
5. Novel wooden Structure Beam-column joint reinforcing device according to claim 1 is it is characterised in that this device also includes facing
When support, be supported on the wooden frame end near bean column node to be reinforced, remove after the completion of waiting to reinforce.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620608691.8U CN205935736U (en) | 2016-06-20 | 2016-06-20 | Novel timber structure beam column node is consolidated device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620608691.8U CN205935736U (en) | 2016-06-20 | 2016-06-20 | Novel timber structure beam column node is consolidated device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205935736U true CN205935736U (en) | 2017-02-08 |
Family
ID=57932314
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620608691.8U Expired - Fee Related CN205935736U (en) | 2016-06-20 | 2016-06-20 | Novel timber structure beam column node is consolidated device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205935736U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111648474A (en) * | 2019-12-18 | 2020-09-11 | 天津嘉信诚品科技有限公司 | Embrace wooden method bearing structure |
-
2016
- 2016-06-20 CN CN201620608691.8U patent/CN205935736U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111648474A (en) * | 2019-12-18 | 2020-09-11 | 天津嘉信诚品科技有限公司 | Embrace wooden method bearing structure |
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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: 20170208 Termination date: 20190620 |