CN206110325U - Take telescopic assembled wood frame structure beam column node - Google Patents
Take telescopic assembled wood frame structure beam column node Download PDFInfo
- Publication number
- CN206110325U CN206110325U CN201621123949.1U CN201621123949U CN206110325U CN 206110325 U CN206110325 U CN 206110325U CN 201621123949 U CN201621123949 U CN 201621123949U CN 206110325 U CN206110325 U CN 206110325U
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- sleeve
- node
- bolt
- wooden frame
- column
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Abstract
The utility model discloses a take telescopic assembled wood frame structure beam column node, including last post, lower post, timber beams, sleeve node and enhancement corner fittings, vertical slot in the middle of timber beams's tip is equipped with, the post upper end is equipped with " ten " style of calligraphy slot under, is equipped with " ten " style of calligraphy slot at last post lower extreme, the sleeve node is equipped with a column sleeve section of thick bamboo, is equipped with cross slab in the middle of vertical floor of " ten " style of calligraphy sleeve and the sleeve in a column sleeve section of thick bamboo, is equipped with wing formula muffjoint board in the post telescopic outside, the column sleeve barrel casing is the post upper end under, and the lower extreme cartridge of going up the post is in a column sleeve section of thick bamboo, and timber beams's tip inserts in wing formula muffjoint board, respectively is provided with one in timber beams's upper and lower both sides and strengthens the corner fittings, strengthen corner fittings, sleeve node, timber beams and post and all adopt bolted connection. The utility model discloses consumption timber is few, and the cost is low, and joint strength is high, simple manufacture, and construction convenience, the atress is clear and definite, is favorable to assembled wood frame structure's popularization and application.
Description
Technical field
This utility model is related to a kind of assembled wood frame construction bean column node with sleeve, is mainly used in building field
In the beam-to-column joint of wood frame construction.
Background technology
Draw materials easily because timber has, simple processing, deadweight is relatively light, is readily transported, assembles and disassembles, can be used for multiple times etc. excellent
Point, therefore be widely used in building construction.Compared with most of steel construction, masonry structure system, timber buildings construction cost
It is low, can be built on-site, can componentization or prefabricated.Wind load and snow load can be born, anti-seismic performance is superior to masonry structure.Therefore,
It is particularly well-suited to the building construction of less than three layers of many family housings of the family housing of low layer, row room or group's mode etc..
China's tradition timber buildings are log timberstructure, and beam column is mortise-tenon joint, weakens the fastness of wooden component, connection
Low intensity, ductility is poor, and timber utilization rate is low.North America light-duty wooden adds the wall carrying system of high-strength panel to disappear using solid matter Os Draconis
Consumption timber is more, and cost is high, is not suitable for China's small towns private residence construction.Therefore, assembled wood frame construction more conforms to building industry
Change and the requirement of energy-conserving and environment-protective.
And the at present research of assembled wood frame construction and using very limited, the joint form of wood frame construction is less more
See.A kind of simple making of proposition, easy construction, the clear and definite wooden frame bean column node type of attachment of stress are needed badly, to promote assembling
The application of formula wood frame construction.
The content of the invention
This utility model provides a kind of assembled wooden frame with sleeve to solve technical problem present in known technology
Frame Structure Beam-column node, the node can realize the convenience of wood frame construction beam column, be reliably connected.
This utility model is adopted the technical scheme that to solve technical problem present in known technology：A kind of band sleeve
Assembled wood frame construction bean column node, including upper pin, lower pin, wooden frame, sleeve node and strengthen corner fittings；In the wood
The end of beam is provided with the vertical slot in the middle of one that its whole height extends；" ten " font is provided with the lower pin upper end to insert
Groove, pin lower end is provided with " ten " font slot on described；The sleeve node is provided with column sleeve cylinder, is provided with the column sleeve cylinder
Diaphragm plate in the middle of " ten " font sleeve longitudinal direction floor and sleeve, in the outer middle side part of the column sleeve cylinder three wing formulas are vertically provided with
Sleeve connection plate；The column sleeve jacket casing is in the upper end of the lower pin, the part institute below diaphragm plate in the middle of the sleeve
State " ten " font sleeve longitudinal direction floor to be inserted in consistent manner in " ten " font slot of the lower pin upper end, the upper pin
Lower end is inserted in the column sleeve cylinder, " ten " font sleeve longitudinal rib described in the part above diaphragm plate in the middle of the sleeve
Plate is inserted in consistent manner in " ten " font slot of the upper pin lower end, and the end of the wooden frame is inserted in three wing formulas
In sleeve connection plate, wherein the centre for being inserted in the wooden frame in consistent manner positioned at the middle wing formula sleeve connection plate is vertically inserted
In groove, two wing formula sleeve connection plates positioned at both sides abut against respectively the left and right sides of the wooden frame；In the wooden frame
Both sides up and down be each provided with strengthening corner fittings described in one；The reinforcement corner fittings, the sleeve node on the downside of the wooden frame
Linked together using bolt I with the lower pin, the reinforcement corner fittings, the sleeve node on the upside of the wooden frame and
The upper pin is linked together using bolt II, and the end of the wing formula sleeve connection plate and the wooden frame is connected using bolt III
It is connected together, the reinforcement corner fittings and the wooden frame positioned at the upper and lower both sides of the wooden frame is linked together using bolt IV.
The sleeve node and the reinforcement corner fittings are adopted made by aluminum alloy materials, the bolt I, the bolt
IIth, the bolt III and the bolt IV are the steel bolt that stainless steel bolt, aluminium alloy bolt or surface are provided with anticorrosive coat.
The wooden frame, the upper pin and the lower pin are using laminated wood or the lumps of wood.
This utility model has the advantages and positive effects that：By being arranged in sleeve longitudinal direction floor and sleeve using internal
Between diaphragm plate, outside arrange wing formula sleeve connection plate sleeve node and strengthen corner fittings by upper pin, lower pin and wooden frame connect
The structure being connected together, it is to avoid weakening to wooden component, consumes that timber is few, and low cost, bonding strength is high, timber utilization rate
Height, makes simple, easy construction, and stress clearly, is conducive to the popularization and application of assembled wood frame construction.
Description of the drawings
Fig. 1 is schematic three dimensional views of this utility model in released state；
Fig. 2 is schematic three dimensional views of this utility model in connection status；
Fig. 3 is sleeve Nodes Three-dimensional schematic diagram of the present utility model；
Fig. 4 is sleeve node profile of the present utility model.
In figure：1st, wooden frame, 2, upper pin, 3, lower pin, 4, sleeve node, 5, strengthen corner fittings, 6, bolt IV, 7, column sleeve
Cylinder, 8, sleeve longitudinal direction floor, 9, wing formula sleeve connection plate, 10, diaphragm plate in the middle of sleeve.
Specific embodiment
For the content of the invention of the present utility model, feature and effect can be further appreciated that, following examples are hereby enumerated, and coordinated
Accompanying drawing describes in detail as follows：
Refer to Fig. 1～Fig. 4, a kind of assembled wood frame construction bean column node with sleeve, including wooden frame 1, upper pin
2nd, lower pin 3, sleeve node 4 and reinforcement corner fittings 5；It is provided with along one that its whole height extends in the end of the wooden frame 1
Between vertical slot；" ten " font slot is provided with the upper end of lower pin 3；The lower end of pin 2 is provided with " ten " font and inserts on described
Groove；The sleeve node 4 is provided with column sleeve cylinder 7, during " ten " font sleeve longitudinal direction floor 8 and sleeve are provided with the column sleeve cylinder 7
Between diaphragm plate 10, be vertically provided with three wing formula sleeve connection plates 9, the wing formula sleeve in the outer middle side part of the column sleeve cylinder 7
Connecting plate 9 is vertically arranged；The column sleeve cylinder 7 is enclosed within the upper end of the lower pin 3, positioned at the lower section of diaphragm plate in the middle of the sleeve 10
Part described in " ten " font sleeve longitudinal direction floor be inserted in consistent manner in " ten " font slot of the upper end of lower pin 3, institute
The lower end for stating pin 2 is inserted in the column sleeve cylinder 7, described in the part above diaphragm plate in the middle of the sleeve 10 " ten "
Font sleeve longitudinal direction floor is inserted in consistent manner in " ten " font slot of the lower end of upper pin 2, and the end of the wooden frame 1 is inserted
Enter in three wing formula sleeve connection plates 9, wherein being inserted in institute in consistent manner positioned at the middle wing formula sleeve connection plate 9
State in the vertical slot in centre of wooden frame end, two wing formula sleeve connection plates 9 positioned at both sides abut against respectively the wood
The left and right sides of beam 1, is each provided with strengthening corner fittings 5 described in one in the both sides up and down of the wooden frame 1.
The reinforcement corner fittings 5, the sleeve node 4 and the lower pin 3 positioned at the downside of the wooden frame 1 adopts bolt I
Link together, the reinforcement corner fittings 5, the sleeve node 4 and the upper pin 2 positioned at the upside of the wooden frame 1 adopts spiral shell
Bolt II links together, and the end of the wing formula sleeve connection plate 9 and the wooden frame 1 is linked together using bolt III, position institute
The reinforcement corner fittings 5 for stating the upper and lower both sides of wooden frame is linked together with the wooden frame 1 using bolt IV 6.
Above-mentioned wooden frame 1 and above-mentioned upper pin 2, above-mentioned lower pin 3 can be directly prefabricated complete in factory using laminated wood or the lumps of wood
Into.Sleeve node 4 generally adopts steel, is welded by steel plate.
Wooden frame 1, on pin 2, lower pin 3, sleeve node 4 and strengthen corner fittings 5 prefabrication process in, should be in bolt connection
Place puller bolt hole, diameter of bolt hole should 1～2mm bigger than bolt screw diameter.Wooden frame 1, upper pin 2 and lower pin 3 should inserted
The position for entering sleeve node 4 is slotted in advance, and groove width should 1～2mm bigger than the thickness of insertion plate.Wooden frame 1, the and of upper pin 2
Lumber thickness after lower pin 3 is slotted should meet《Code for design of timber structures》The requirement of middle timber minimum thickness.
When sleeve node 4 and when to strengthen corner fittings 5 be steel beam column, the spacing of bolt I, between the spacing of bolt II, bolt III
Away from and the spacing of bolt IV 6 should meet《Code for design of timber structures》Middle bolt minimum spacing require and《Code for design of steel structures》
The requirement of middle pitch of bolts.The size of bolt, quantity, row and sleeve node sheet metal thickness can require carry out according to joints
Calculate.
When structure is in corrosive atmosphere, such as coastal area has corrosion resistance to require structure, sleeve node 4
Aluminum alloy materials can be used with corner fittings 5 is strengthened, when sleeve node 4 and reinforcement corner fittings 5 adopt aluminum alloy materials, one can be adopted
Secondary molding structure or welding structure, are damaged using the intensity that should make up aluminum alloy materials during welding structure by thickening panel thickness
Lose.When sleeve node 4 and reinforcement corner fittings 5 adopt aluminum alloy materials, bolt I, bolt II, bolt III, bolt IV 6 should be using not
Rust steel bolt, aluminium alloy bolt or surface are provided with the steel bolt of anticorrosive coat, and the requirement of pitch of bolts should basis《Aluminium alloy structure sets
Meter specification》Select.
Although being described to preferred embodiment of the present utility model above in conjunction with accompanying drawing, this utility model is not
Above-mentioned specific embodiment is confined to, above-mentioned specific embodiment is only schematic, is not restricted, ability
The those of ordinary skill in domain under enlightenment of the present utility model, without departing from this utility model objective and claimed
Under ambit, many forms can also be made, these are belonged within protection domain of the present utility model.
Claims (3)
1. a kind of assembled wood frame construction bean column node with sleeve, it is characterised in that including upper pin, lower pin, wooden frame,
Sleeve node and reinforcement corner fittings；The vertical slot in the middle of one that its whole height extends is provided with the end of the wooden frame；
The lower pin upper end is provided with " ten " font slot, and pin lower end is provided with " ten " font slot on described；The sleeve node
Column sleeve cylinder is provided with, diaphragm plate in the middle of " ten " font sleeve longitudinal direction floor and sleeve is provided with the column sleeve cylinder, in the column sleeve
The outer middle side part of cylinder is vertically provided with three wing formula sleeve connection plates；The column sleeve jacket casing is located in the upper end of the lower pin
" ten " font sleeve longitudinal direction floor is inserted in consistent manner on the lower pin described in part in the middle of the sleeve below diaphragm plate
In " ten " the font slot at end, the lower end of the upper pin is inserted in the column sleeve cylinder, positioned at diaphragm plate in the middle of the sleeve
" ten " font sleeve longitudinal direction floor is inserted in consistent manner in " ten " font slot of the upper pin lower end described in the part of top,
The end of the wooden frame is inserted in three wing formula sleeve connection plates, wherein positioned at the middle wing formula sleeve connection plate
It is inserted in consistent manner in the vertical slot in the centre of the wooden frame, two wing formula sleeve connection plates positioned at both sides are adjoined respectively
In the left and right sides of the wooden frame；It is each provided with strengthening corner fittings described in one in the both sides up and down of the wooden frame；Positioned at the wooden frame
The reinforcement corner fittings of downside, the sleeve node and the lower pin are linked together using bolt I, on the wooden frame
The reinforcement corner fittings of side, the sleeve node and the upper pin are linked together using bolt II, and the wing formula sleeve connects
The end of fishplate bar and the wooden frame is linked together using bolt III, positioned at the upper and lower both sides of the wooden frame the reinforcement corner fittings with
The wooden frame is linked together using bolt IV.
2. the assembled wood frame construction bean column node with sleeve according to claim 1, it is characterised in that the sleeve
Node and the reinforcement corner fittings are adopted made by aluminum alloy materials, the bolt I, the bolt II, the bolt III and institute
State bolt IV and be the steel bolt that stainless steel bolt, aluminium alloy bolt or surface are provided with anticorrosive coat.
3. the assembled wood frame construction bean column node with sleeve according to claim 1, it is characterised in that the wood
Beam, the upper pin and the lower pin are using laminated wood or the lumps of wood.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621123949.1U CN206110325U (en) | 2016-10-14 | 2016-10-14 | Take telescopic assembled wood frame structure beam column node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621123949.1U CN206110325U (en) | 2016-10-14 | 2016-10-14 | Take telescopic assembled wood frame structure beam column node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206110325U true CN206110325U (en) | 2017-04-19 |
Family
ID=58528679
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621123949.1U Expired - Fee Related CN206110325U (en) | 2016-10-14 | 2016-10-14 | Take telescopic assembled wood frame structure beam column node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206110325U (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106368315A (en) * | 2016-10-14 | 2017-02-01 | 天津大学 | Assembly type wood frame structure beam-column joint with sleeve |
| CN107119806A (en) * | 2017-07-06 | 2017-09-01 | 赣州森泰竹木有限公司 | A kind of component connected for bamboo matter cylinder |
| CN108867853A (en) * | 2018-06-28 | 2018-11-23 | 西南科技大学 | Assembly concrete-filled steel tube bean column node bindiny mechanism |
| CN109930746A (en) * | 2019-04-01 | 2019-06-25 | 南京林业大学 | A kind of assembled bamboo wooden frame column and its connector, assembly and disassembly methods and bamboo-wood structure node |
| CN109511243B (en) * | 2018-12-28 | 2020-07-14 | 宁波格澜特电器有限公司 | Machine room cabinet frame structure |
| CN111468851A (en) * | 2020-03-27 | 2020-07-31 | 中亿丰建设集团股份有限公司 | Construction method for multi-angle wood beam connecting joint |
| CN111827466A (en) * | 2020-03-25 | 2020-10-27 | 同济大学 | Prestressed steel-wood combined beam-column joint |
| CN112502282A (en) * | 2020-12-25 | 2021-03-16 | 桂林电子科技大学 | Take assembled bamboo wood combination post of metal connecting piece |
| WO2021147140A1 (en) * | 2020-01-22 | 2021-07-29 | 青岛理工大学 | Wooden beam-column combining joint with bowl-shaped snap and installation method |
| WO2021147141A1 (en) * | 2020-01-22 | 2021-07-29 | 青岛理工大学 | Steel-wood composite engagement slot joint and installation method therefor |
| WO2022073316A1 (en) * | 2020-10-09 | 2022-04-14 | 青岛理工大学 | Interlocking steel-wood combination joint |
-
2016
- 2016-10-14 CN CN201621123949.1U patent/CN206110325U/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106368315A (en) * | 2016-10-14 | 2017-02-01 | 天津大学 | Assembly type wood frame structure beam-column joint with sleeve |
| CN107119806A (en) * | 2017-07-06 | 2017-09-01 | 赣州森泰竹木有限公司 | A kind of component connected for bamboo matter cylinder |
| CN108867853A (en) * | 2018-06-28 | 2018-11-23 | 西南科技大学 | Assembly concrete-filled steel tube bean column node bindiny mechanism |
| CN109511243B (en) * | 2018-12-28 | 2020-07-14 | 宁波格澜特电器有限公司 | Machine room cabinet frame structure |
| CN109930746A (en) * | 2019-04-01 | 2019-06-25 | 南京林业大学 | A kind of assembled bamboo wooden frame column and its connector, assembly and disassembly methods and bamboo-wood structure node |
| CN109930746B (en) * | 2019-04-01 | 2022-05-20 | 南京林业大学 | Assembled bamboo-wood beam column, connecting piece, assembling and disassembling method thereof and bamboo-wood structure node |
| WO2021147141A1 (en) * | 2020-01-22 | 2021-07-29 | 青岛理工大学 | Steel-wood composite engagement slot joint and installation method therefor |
| WO2021147140A1 (en) * | 2020-01-22 | 2021-07-29 | 青岛理工大学 | Wooden beam-column combining joint with bowl-shaped snap and installation method |
| CN111827466A (en) * | 2020-03-25 | 2020-10-27 | 同济大学 | Prestressed steel-wood combined beam-column joint |
| CN111468851A (en) * | 2020-03-27 | 2020-07-31 | 中亿丰建设集团股份有限公司 | Construction method for multi-angle wood beam connecting joint |
| WO2022073316A1 (en) * | 2020-10-09 | 2022-04-14 | 青岛理工大学 | Interlocking steel-wood combination joint |
| CN112502282A (en) * | 2020-12-25 | 2021-03-16 | 桂林电子科技大学 | Take assembled bamboo wood combination post of metal connecting piece |
| CN112502282B (en) * | 2020-12-25 | 2024-04-05 | 桂林电子科技大学 | Assembled bamboo-wood combined column with metal connecting piece |
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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: 20170419 Termination date: 20171014 |
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| CF01 | Termination of patent right due to non-payment of annual fee |