CN206438626U - A kind of connector of roof truss beam - Google Patents
A kind of connector of roof truss beam Download PDFInfo
- Publication number
- CN206438626U CN206438626U CN201620378370.3U CN201620378370U CN206438626U CN 206438626 U CN206438626 U CN 206438626U CN 201620378370 U CN201620378370 U CN 201620378370U CN 206438626 U CN206438626 U CN 206438626U
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- CN
- China
- Prior art keywords
- looped pipeline
- support tube
- beam support
- cant beam
- cross beam
- 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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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a kind of connector of roof truss beam in log cabin building field, including support tube and looped pipeline, the support tube includes cross beam support pipe and cant beam support tube, the cross beam support pipe and cant beam support tube are formed in one, and cross beam support pipe and angle formed by cant beam support tube are acute angle, the looped pipeline includes the first looped pipeline and the second looped pipeline, first looped pipeline and the second looped pipeline are fixedly connected with the one end of cross beam support pipe away from cant beam support tube, and it is vertical with cross beam support pipe, the angle that the first looped pipeline and the second looped pipeline are formed is 90 °.By the connector for setting support tube and the roof truss beam of multiple looped pipelines formation, to realize crossbeam, cant beam and the connection of column integral type, this is simple to operate, it is time saving and energy saving, compared to using the connection of the connectors such as steel nail, screw, rivet, its intensity is higher, and stability is stronger, and the connection completed between inside modules crossbeam, cant beam and column is bound to realize that log cabin is not used.
Description
Technical field
The utility model is related to log cabin building field, and in particular to a kind of connector of roof truss beam.
Background technology
Log cabin is global leisure, household main product.Its design-build has evolved to a high level.Wood
Room is attractive in appearance using lines, and the soft pine of color and luster is built, and its feature is cool in summer and warm in winter, and moisturizing is heat-insulated.Light-duty wooden is because of its wood knot
, can be abundant outer vertical using different ornament materials on the characteristics of structure, its internal structure flexible arrangement, the plank base of structure outer
Face；The indoor design of log cabin is comfortably applicable as principle with natural health；Various family is considered in Rational function division, carefulness
Structure, is adapted to different age people and lives, can meet a variety of design styles of developer and the individual needs of consumer.
The construction of log cabin need consider its whether easy disassembly, at present both at home and abroad log cabin structure mostly use round log or wood
Fang Zuowei crossbeams, cant beam and column, then bind connection one by one by steel nail, screw, rivet etc. by log cabin crossbeam, cant beam column
Get up to form wooden house framework, process of binding needs artificial position one by one to carry out, and this often takes considerable time and manpower.If can be by
Log cabin modularization, builds the efficiency of construction that log cabin will be then substantially improved in log cabin in the form of multiple modules are assembled.The log cabin bound
Positioning requirements to flitch or round log are high, once careless manipulation easily produce positioning it is crooked so that the log cabin structure after binding
It is unstable.This make it that the requirement to operator is higher, it is necessary to which Expenses Cost culture professional, cost is higher.And bind
A point connection is only carried out by nail between log cabin its crossbeam, cant beam and column, bonding strength is weaker, and force structure is unstable, by
Power is uneven, during long-time use, nail fatiguability, gets rusty, and the connection effect between crossbeam, cant beam and column is had
, easily there is potential safety hazard in influence, the security performance during log cabin is used for a long time cannot be ensured.Furthermore the log cabin needs bound
It can only integrally carry when mobile or appointed place is transported to after log cabin is thoroughly dismantled and bind flitch one by one again again, but it is wooden
In order that log cabin structure more firmly often sets hangnail on nail or smearing fastening agent makes nail solid securely when room is bound
It is scheduled in flitch, this causes the connecting portion for generally requiring to destroy flitch in dismounting to complete so that unloading process needs
A large amount of manpowers and time are expended, time cost is high, inconvenient.If by log cabin modularization, in advance by crossbeam, cant beam and vertical
Post is connected to form single functional module, and each functional module need to only be carried out to simple positioning assembly when building log cabin to build
Into the log cabin of perfect in shape and function, the assembled Form and position error produced will be substantially less that some flitches bind the shape of generation between a small number of modules
Position error so that the structure of log cabin is more stablized.
But, now there is presently no preferable scheme come solution never realized using binding inside modules crossbeam, cant beam and
Connection between column, while also ensuring the Stability Analysis of Structures of module, the problem of Form and position error is small.
Utility model content
The utility model is intended to provide a kind of connector of roof truss beam, and inside modules are completed to realize that log cabin does not use to bind
Connection between crossbeam, cant beam and column.
To reach above-mentioned purpose, basic technology scheme of the present utility model is as follows：A kind of connector of roof truss beam, including branch
Stay tube and looped pipeline, the support tube include cross beam support pipe and cant beam support tube, and the cross beam support pipe and cant beam support tube are
It is integrally formed, and cross beam support pipe and angle formed by cant beam support tube are acute angle, the looped pipeline includes the first looped pipeline and second
Looped pipeline, first looped pipeline and the second looped pipeline are fixedly connected with the one end of cross beam support pipe away from cant beam support tube, and first
Looped pipeline and the second looped pipeline are vertical with cross beam support pipe, and the angle that the first looped pipeline and the second looped pipeline are formed is 90 °.
The principle of this programme is：Angle between cross beam support pipe and cant beam support tube is set at an acute angle, beneficial to placement
Cant beam, cross beam support pipe uses with cant beam support tube and is integrally formed design so that the globality of support tube is more preferable, cross beam support pipe
Mechanical property with cant beam support tube is more preferable, and the connection of log cabin module beam and cant beam is more reliable and more stable, by looped pipeline and crossbeam
Support tube is vertically fixedly connected, and makes its bonding strength higher, and stability is stronger, and crossbeam, cant beam and column are plugged on into connection
In part, the requirement to operating personnel is low, and ordinary person can complete to install, it is not necessary to be bound using steel nail, screw, rivet etc.
Bottom girder post and column, be not in bind the weak connection that causes, positioning deflection, time-consuming, complex operation the problems such as, make for a long time
During will not because of bottom girder post, column Joint failure and there is potential safety hazard, log cabin be used for a long time during security
Reliable guarantee can be obtained, operation is simpler, and the time of consuming and manpower are less.
The advantage of this programme is：By the connector for setting support tube and the roof truss beam of multiple looped pipelines formation（Abnormity）,
To realize the modularization assemble between crossbeam, cant beam and column, only need to carry out mould during using modularization assemble or dismounting log cabin
Handling between block, operational sequence is few compared to binding, and operation is simpler, and the time needed for disassembly process also will significantly contract
It is short, the fast mounting-dismounting of log cabin can be realized, the module after dismounting is also more convenient transport, the dismounting of log cabin is more facilitated.Compare
Connected using connectors such as steel nail, screw, rivets, its intensity is higher, and stability is stronger, using inserting mode is by bottom girder post and stands
Post is arranged in connector, makes installation, dismounting more convenient, fast, and completion inside modules horizontal stroke is bound to realize that log cabin is not used
Connection between beam, cant beam and column.
Preferred scheme one, the support tube and looped pipeline are seamless rectangular steel tube, so set convenient using flitch conduct
The bottom girder post and column of log cabin, and the tensile strength and bending strength of square tube are all higher.
Preferred scheme two, the support tube and looped pipeline are seamless round steel pipe, so set convenient using round log conduct
The bottom girder post and column of log cabin, and pipe compression area than larger, also than more uniform.
Preferred scheme three, the looped pipeline is fixed by welding on support tube lateral wall, can using welding manner connection
So that support tube and looped pipeline are connected as a single entity, and the stability of junction is higher.
Limiting plate is equipped with close to junction inside preferred scheme four, the support tube and looped pipeline, sets limiting plate to be used for
Position limitation protection is carried out to the end of the crossbeam, cant beam and column of inside modules.
Brief description of the drawings
Fig. 1 is a kind of front view of the connector embodiment of roof truss beam of the utility model；
Fig. 2 is Fig. 1 rearview.
Embodiment
The utility model is described in further detail below by embodiment：
Reference in Figure of description includes：Cross beam support pipe 1, the first looped pipeline 2, the second looped pipeline 3, cant beam support tube
4。
Embodiment is basic as shown in accompanying drawing 1, accompanying drawing 2：A kind of connector of roof truss beam, including support tube and looped pipeline, it is described
Support tube and looped pipeline are seamless rectangular steel tube, so set the convenient bottom girder post and column for using flitch as log cabin, and side
The tensile strength and bending strength of pipe are all higher, and the support tube includes cross beam support pipe 1 and cant beam support tube 4, the horizontal stroke
Beam support tube 1 and cant beam support tube 4 are formed in one, and cross beam support pipe 1 and angle formed by cant beam support tube 4 are 70 °, institute
Stating looped pipeline includes the first looped pipeline 2 and the second looped pipeline 3, and the looped pipeline 3 of the first looped pipeline 2 and second is welded on cross beam support pipe 1,
And second looped pipeline 3 be located at the both sides up and down of cross beam support pipe respectively with cant beam support tube 4, looped pipeline is vertical with cross beam support pipe 1,
The angle that first looped pipeline 2 and the second looped pipeline 3 are formed is 90 °, and the support tube and looped pipeline are the pipe that stainless steel is made, and is used
The support tube and the service life of looped pipeline that stainless steel is made are longer.
In the present embodiment, crossbeam, cant beam and column are plugged in support tube and looped pipeline, cross beam support pipe 1 and cant beam
Support tube 4 uses and is integrally formed design so that the globality of support tube is more preferable, the mechanics of cross beam support pipe 1 and cant beam support tube 4
More preferably, the connection of log cabin module beam and cant beam is more reliable and more stable for performance, by looped pipeline fixed company vertical with cross beam support pipe 1
Connect, increase the lifting surface area of looped pipeline and cross beam support pipe 1, make its bonding strength higher, and stability is stronger, by crossbeam, tiltedly
Beam is plugged in connector with column, and the requirement to operating personnel is low, and ordinary person can complete to install, it is not necessary to use steel
Nail, screw, rivet etc. bind bottom girder post and column, be not in bind the weak connection caused, positioning deflection, time-consuming,
The problems such as complex operation, during long-term use will not because of bottom girder post, column Joint failure and there is potential safety hazard, log cabin is long
Security performance during phase use obtains reliable guarantee, and operation is simpler, and the time of consuming and manpower are less.By setting
The connector of support tube and the roof truss beam of multiple looped pipelines formation（Abnormity）, to realize crossbeam, cant beam and the connection of column integral type,
This is simple to operate, time saving and energy saving, and compared to using the connection of the connectors such as steel nail, screw, rivet, its intensity is higher, and stability is stronger,
The connection completed between inside modules crossbeam, cant beam and column is bound to realize that log cabin is not used.
In embodiment 2, it is with the difference of embodiment 1, the support tube and looped pipeline are seamless round steel pipe, this
Sample sets convenient using bottom girder post and column of the round log as log cabin, and pipe compression area than larger, also than more uniform, institute
State looped pipeline to be fixed by welding on support tube lateral wall, using welding manner connection support tube and looped pipeline can be made to be linked as one
Body, and the stability of junction is higher.
Above-described is only the known general knowledge such as concrete structure and/or characteristic in embodiment of the present utility model, scheme
Excessive description is not made herein.It should be pointed out that for those skilled in the art, before the utility model structure is not departed from
Put, several modifications and improvements can also be made, these should also be considered as protection domain of the present utility model, and these are all without shadow
Ring effect and practical applicability that the utility model is implemented.This application claims protection domain should be with its claim
Appearance is defined, and embodiment in specification etc. records the content that can be used for explaining claim.
Claims (5)
1. a kind of connector of roof truss beam, it is characterised in that including support tube and looped pipeline, the support tube includes cross beam support pipe
With cant beam support tube, the cross beam support pipe and cant beam support tube are formed in one, and cross beam support pipe and cant beam support tube institute
Into angle be acute angle, the looped pipeline includes the first looped pipeline and the second looped pipeline, and first looped pipeline and the second looped pipeline are fixed to be connected
The one end of cross beam support pipe away from cant beam support tube is connected on, and the first looped pipeline and the second looped pipeline are vertical with cross beam support pipe, the
The angle that one looped pipeline and the second looped pipeline are formed is 90 °.
2. a kind of connector of roof truss beam according to claim 1, it is characterised in that：The support tube and looped pipeline are nothing
Stitch rectangular steel tube.
3. a kind of connector of roof truss beam according to claim 2, it is characterised in that：The support tube and looped pipeline are nothing
Stitch round steel pipe.
4. a kind of connector of roof truss beam according to claim 3, it is characterised in that：The looped pipeline is by being welded and fixed
On support tube lateral wall.
5. a kind of connector of roof truss beam according to claim 4, it is characterised in that：Leaned on inside the support tube and looped pipeline
Nearly junction is equipped with limiting plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620378370.3U CN206438626U (en) | 2016-04-29 | 2016-04-29 | A kind of connector of roof truss beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620378370.3U CN206438626U (en) | 2016-04-29 | 2016-04-29 | A kind of connector of roof truss beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206438626U true CN206438626U (en) | 2017-08-25 |
Family
ID=59644011
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620378370.3U Expired - Fee Related CN206438626U (en) | 2016-04-29 | 2016-04-29 | A kind of connector of roof truss beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206438626U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108396867A (en) * | 2018-05-09 | 2018-08-14 | 上海鼎创建筑设计有限公司 | Multiple wooden frames and the same absolute altitude connection structure of pin and method |
-
2016
- 2016-04-29 CN CN201620378370.3U patent/CN206438626U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108396867A (en) * | 2018-05-09 | 2018-08-14 | 上海鼎创建筑设计有限公司 | Multiple wooden frames and the same absolute altitude connection structure of pin and method |
| CN108396867B (en) * | 2018-05-09 | 2024-05-28 | 上海都市再生实业有限公司 | Structure and method for connecting multiple wood beams and wood columns at same elevation |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190819 Address after: 401220 No. 1 Wenyuan Avenue, Changshou District, Chongqing, 32 buildings 1-1 and 2-1 Patentee after: Non-Home Owned Land Human Settlement (Chongqing) Technology Co., Ltd. Address before: 401121 Yubei District Chongqing Longxi Street Flower Garden Road, No. 1, building 1, unit 5 1-21-1 Patentee before: Chongqing Hao Setang architectural design Advisory Co., Ltd |
|
| 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: 20170825 Termination date: 20200429 |