CN203452245U - Gable eave corner wedged structural member of wooden house - Google Patents
Gable eave corner wedged structural member of wooden house Download PDFInfo
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- CN203452245U CN203452245U CN201320546863.XU CN201320546863U CN203452245U CN 203452245 U CN203452245 U CN 203452245U CN 201320546863 U CN201320546863 U CN 201320546863U CN 203452245 U CN203452245 U CN 203452245U
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- tenon
- wedged
- oblong
- stud
- semi
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- 239000002023 wood Substances 0.000 claims description 13
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 abstract description 6
- 239000002184 metal Substances 0.000 abstract description 4
- 229910052751 metal Inorganic materials 0.000 abstract description 4
- 238000009434 installation Methods 0.000 abstract description 3
- 229910052742 iron Inorganic materials 0.000 abstract description 3
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 abstract 1
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 2
- 239000007769 metal material Substances 0.000 description 2
- 230000001737 promoting effect Effects 0.000 description 2
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 1
- 235000011613 Pinus brutia Nutrition 0.000 description 1
- 241000018646 Pinus brutia Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000002932 luster Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000003020 moisturizing effect Effects 0.000 description 1
- 238000012892 rational function Methods 0.000 description 1
- 230000001568 sexual effect Effects 0.000 description 1
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Abstract
The utility model provides a gable eave corner wedged structural member of a wooden house. The gable eave corner wedged structural member comprises a stud, a cross beam, a rafter beam and a biasing beam, wherein a side mortise groove is arranged at the top end of the stud, and a semi-oblong tenon column and an oblique side mortise groove are sequentially arranged at the lower portion. A semi-oblong mortise groove is formed in the cross beam, a semi-oblong tenon is arranged on the rafter beam, and a tenon is arranged on the biasing beam. During installation, the stud is erected, the tenon on the biasing beam is wedged onto the oblique side mortise groove of the stud, the semi-oblong mortise groove in the cross beam is wedged with the semi-oblong tenon column of the stud, and finally the semi-oblong tenon on the rafter beam is wedged onto the side mortise groove in the top end of the stud, namely a gable eave corner wedged structure is formed. The gable eave corner wedged structural member has the advantages that the whole member is made of woods, is not provided with protruding sides and corners, is complete in structure, tight in wedging, standard in design and easy to process and manufacture, cannot be loosened, is not provided with iron nails or other metal fixing parts, accordingly does not rust and is suitable for popularization and application.
Description
Technical field
The utility model relates to the structural member of wood house, particularly a kind of interlock closely, the gable eaves angle wedging structural member of wood house that cannot be loosening.
Background technology
Log cabin is global leisure, household main product, and its design-build has developed into a high level; The general lines that uses is attractive in appearance, and the pine that color and luster is soft is built, and its feature is cool in summer and warm in winter, and moisturizing is heat insulation.According to the characteristic property of timber, can reach long-lived effect.The mankind use wooden frame structure in the whole world, to have history in several thousand, the about more than 90% family house of Canada and north America region is wooden construction, a large amount of ancient buildings of China also adopt wooden construction, wooden frame structure is convenient to safeguard, in Finland, North America, some have more than 200 year historical house now still in safe handling, certainly this intermediate demand is through certain maintenance, but general concrete house just needed to rebuild through about 50 years, therefore comparatively speaking, wooden frame structure obviously has longer application life.Light-duty wooden is because of the feature of its wooden construction, and its internal construction flexible arrangement, on the plank base of structure outer, can adopt different ornament materials to enrich outer facade; The interior design of log cabin is with natural health, and comfortable use is principle; Rational function division, meets the functional requirement of life staying idle at home, and various family structure is considered in carefulness, is applicable to different age people and lives, and can meet the multiple design style of developer and customer's individual sexual demand; Wood house is the needs that China's economic development improves constantly, and can meet the demand that people are more and more higher to living standard.
Between each structural member of existing wood house, multiplex metal connecting piece connects, and has so both affected natural attractive in appearancely, increases again cost, also wastes time and energy, and the time has been grown, and metalwork rustization also can be corroded timber, affects log cabin application life.
Utility model content
Technical problem to be solved in the utility model is to provide and does not a kind ofly need with metal material, and can be by the wall column in the gable eaves corner structure of wood house, crossbeam, rafter beam and the inclined to one side direct close-connected wooden structure of beam, to keep the pure wood structure of wood house, and avoid metallic material corrosion timber.
For solving the problems of the technologies described above, the technical scheme that the utility model adopts is a kind of gable eaves angle wedging structural member of wood house, comprise wall column, crossbeam, rafter beam and Pian Liang, the top that it is characterized in that described wall column is provided with the fourth of the twelve Earthly Branches, limit groove, be half oblong, its bottom land area is greater than notch area; From the fourth of the twelve Earthly Branches, limit groove, one and half oblong tenon posts have down been dug; The upside open area that has down dug again the downward Cao，Gai fourth of the twelve Earthly Branches, an inclined side fourth of the twelve Earthly Branches groove is greater than downside open area, and bottom land area is greater than notch area.
The top of described crossbeam is provided with one and half oblong fourth of the twelve Earthly Branches grooves.
The top of described rafter beam is provided with one and half oblong tenons, the long-pending floor space that is greater than of outer end face of tenon.
The top of described inclined to one side beam is provided with a tenon, the long-pending floor space that is greater than of outer end face of tenon, and the long-pending inner surface that is greater than of outer surface of tenon amasss.
During installation, wall column is attentioned, then by the tenon wedging on inclined to one side beam on the groove of the inclined side fourth of the twelve Earthly Branches of wall column, again half oblong fourth of the twelve Earthly Branches slot wedge on crossbeam is combined on half oblong tenon post of wall column, finally by half oblong tenon wedging on rafter beam on the groove of the fourth of the twelve Earthly Branches, limit on wall column top, be assembled into a complete gable eaves angle wedging structure.
The beneficial effects of the utility model are that entire infrastructure adopts timber to make, and structural integrity, does not have corner outstanding, and mutually tight wedging, cannot become flexible; There is no iron nail or other metal fixings, the puzzlement of not getting rusty; Design standard, easy processing and fabricating, suitable promoting the use.
Accompanying drawing explanation
Fig. 1 is each modular construction schematic diagram of the gable eaves angle wedging structural member of the utility model wood house.
Fig. 2 is the structural representation after the gable eaves angle wedging structural member of the utility model wood house combines.
Fig. 3 is the structural representation on wall column top in the utility model.
In figure: 1. wall column, 2. crossbeam, 3. rafter beam, 4. beam partially, 11. fourth of the twelve Earthly Branches, limit grooves, 12. half oblong tenon posts, 13. inclined side fourth of the twelve Earthly Branches grooves, 21. half oblong fourth of the twelve Earthly Branches grooves, 31. half oblong tenons, 41. tenons.
The specific embodiment
Below in conjunction with embodiment, the utility model is described in further detail.
As shown in the figure, the gable eaves angle wedging structural member of wood house, comprises wall column 1, crossbeam 2, rafter beam 3 and inclined to one side beam 4, it is characterized in that the top of described wall column 1 is provided with the fourth of the twelve Earthly Branches, limit groove 11, is half oblong, and its bottom land area is greater than notch area; From the fourth of the twelve Earthly Branches, limit groove, one and half oblong tenon posts 12 have down been dug; Down dug a downward inclined side fourth of the twelve Earthly Branches groove 13, the upside open area of this fourth of the twelve Earthly Branches groove is greater than downside open area again, and bottom land area is greater than notch area; The top of described crossbeam 2 is provided with one and half oblong fourth of the twelve Earthly Branches grooves 21; The top of described rafter beam 3 is provided with one and half oblong tenons 31, the long-pending floor space that is greater than of outer end face of tenon 31; The top of described inclined to one side beam 4 is provided with a tenon 41, the long-pending floor space that is greater than of outer end face of tenon 41, and the long-pending inner surface that is greater than of outer surface of tenon amasss.
During installation, wall column 1 is attentioned, then by tenon 41 wedgings on inclined to one side beam 4 on the inclined side fourth of the twelve Earthly Branches of wall column 1 groove 13, again by half oblong fourth of the twelve Earthly Branches groove 21 wedgings on crossbeam 2 on half oblong tenon post 12 of wall column 1, finally by half oblong tenon 31 wedgings on rafter beam 3 on the fourth of the twelve Earthly Branches, limit on wall column 1 top groove 11, be assembled into a complete gable eaves angle wedging structure.
The gable eaves angle wedging structure entire infrastructure being combined into like this adopts timber to make, and structural integrity does not have corner outstanding, and mutually tight wedging, cannot become flexible; There is no iron nail or other metal fixings, the puzzlement of not getting rusty; Design standard, easy processing and fabricating, suitable promoting the use.
Claims (1)
1. the gable eaves angle wedging structural member of wood house, comprise wall column (1), crossbeam (2), rafter beam (3) and inclined to one side beam (4), the top that it is characterized in that described wall column (1) is provided with the fourth of the twelve Earthly Branches, limit groove (11), is half oblong, and its bottom land area is greater than notch area; From the fourth of the twelve Earthly Branches, limit groove, one and half oblong tenon posts (12) have down been dug; Down dug a downward inclined side fourth of the twelve Earthly Branches groove (13), the upside open area of this fourth of the twelve Earthly Branches groove is greater than downside open area again, and bottom land area is greater than notch area;
The top of described crossbeam (2) is provided with one and half oblong fourth of the twelve Earthly Branches grooves (21);
The top of described rafter beam (3) is provided with one and half oblong tenons (31), the long-pending floor space that is greater than of outer end face of tenon;
The top of described inclined to one side beam (4) is provided with a tenon (41), the long-pending floor space that is greater than of outer end face of tenon, and the long-pending inner surface that is greater than of outer surface of tenon amasss.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320546863.XU CN203452245U (en) | 2013-09-04 | 2013-09-04 | Gable eave corner wedged structural member of wooden house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320546863.XU CN203452245U (en) | 2013-09-04 | 2013-09-04 | Gable eave corner wedged structural member of wooden house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203452245U true CN203452245U (en) | 2014-02-26 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320546863.XU Expired - Fee Related CN203452245U (en) | 2013-09-04 | 2013-09-04 | Gable eave corner wedged structural member of wooden house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203452245U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116201289A (en) * | 2023-02-13 | 2023-06-02 | 中建八局第三建设有限公司 | Wood structure cross beam based on self-tightening dovetail joint and construction method thereof |
-
2013
- 2013-09-04 CN CN201320546863.XU patent/CN203452245U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116201289A (en) * | 2023-02-13 | 2023-06-02 | 中建八局第三建设有限公司 | Wood structure cross beam based on self-tightening dovetail joint and construction method thereof |
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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 |
Granted publication date: 20140226 Termination date: 20180904 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |