CN204418515U - A kind of resistance to compression steady type joist part - Google Patents
A kind of resistance to compression steady type joist part Download PDFInfo
- Publication number
- CN204418515U CN204418515U CN201520049148.4U CN201520049148U CN204418515U CN 204418515 U CN204418515 U CN 204418515U CN 201520049148 U CN201520049148 U CN 201520049148U CN 204418515 U CN204418515 U CN 204418515U
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- China
- Prior art keywords
- fixed head
- joist part
- hypotenuse
- resistance
- pedestal
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Abstract
The utility model discloses a kind of resistance to compression steady type joist part, described joist part is made up of pedestal and fixed head, described joist part is located between crossbeam and brace summer, described fixed head is located on pedestal, the outside side of described fixed head is provided with side fixed head, and described fixed head and fixed head junction, side all and be provided with fixing hole, the hypotenuse of described fixed head and side fixed head is waveform.A kind of resistance to compression steady type joist part described in the utility model, the hypotenuse of described fixed head and side fixed head is waveform, and described fixed head and fixed head junction, side are provided with fixing hole uniformly, described fixing hole is located at the bossing of waveform hypotenuse, improve joist part and the steadiness between crossbeam and brace summer, while this joist part plays joist effect, also improve the safety factor that it uses, and then better met the needs of unit in charge of construction.
Description
Technical field
The utility model relates to one, specifically a kind of resistance to compression steady type joist part.
Background technology
Timber buildings is the building of Chinese tradition, and it is main base material with timber.Develop into the wooden construction form of system.The type of wooden construction can be divided into: stoplog type, wear bucket type and well dry type, wherein, the characteristic of stoplog type structure does on layer at capital or the online degree paving of post, along the beam of weighing apparatus space depth deflection frame number lamination rack, beam successively shrinks, interlayer pad short column or wooden unit, pillar or trivet are found in orlop beam center, and form triangular roof truss, post and lintel construction is at stylobate upper pillar stand, post is set a roof beam in place along weighing apparatus space depth deflection, doll vertical short and small on beam, the beam that on doll, frame is shorter again, stacked how many layers, vertical king post on orlop frame again, this is one group of roof beam structure.Wear bucket type structure by by closeer, what diameter was thinner land, and intercolumniation connects bolster, do not establish the beam of exclusion along weighing apparatus space depth deflection between post and post, but a tree, used in making timber for boats wood of " wearing " is called by one, pillar is formed framed bent, and take advantage of holder to cornice with choosing mill, close wingceltis with fine son, bucket mill between framed bent with framed bent and do laterally to be connected.Well dry construction is that a kind of tile carving of post and beam that do not use constructs.Well dry-type construction fortune log, the probably firewood father layer by layer of square, rectangle, hexagonal section, on the corner firewood end all interts occlusion, forms ledge, then on the ledge of two, founds short column to hold ridge wingceltis.
Timber buildings built on the market at present, it is adopt metal connecting piece mostly in the process connected, particularly joist part, its wooden construction in junction because it is thicker, can not well satisfy the demand with wooden joists part in the past, but existing metal connecting piece is the connector of rule mostly, can not well and crossbeam fit, and then be allowed to condition in use and there are some potential safety hazards.
Utility model content
Utility model object: the purpose of this utility model is to solve the deficiencies in the prior art, provides a kind of resistance to compression steady type joist part.
Technical scheme: in order to realize above object, a kind of resistance to compression steady type joist part described in the utility model, comprise: described joist part is made up of pedestal and fixed head, described joist part is located between crossbeam and brace summer, described fixed head is located on pedestal, the outside side of described fixed head is provided with side fixed head, and described fixed head and fixed head junction, side all and be provided with fixing hole, the hypotenuse of described fixed head and side fixed head is waveform.A kind of resistance to compression steady type joist part described in the utility model, described crossbeam is located on pedestal, fixed head and crossbeam and brace summer is connected and fixed, allows them reach best laminating by bolt, and then strengthens the anti-pressure ability of joist part.Meanwhile, the hypotenuse of described fixed head and side fixed head is waveform, and described fixed head and fixed head junction, side all and be provided with fixing hole, improve joist part and the steadiness between crossbeam and brace summer, while this joist part plays joist effect, also improve the safety factor that it uses, and then better meet the needs of unit in charge of construction.
The waveform hypotenuse of fixed head described in the utility model and side fixed head is equipped with installing hole, described installing hole is all located at the bossing of waveform hypotenuse, and the projection of wave and the projection of wave on depression and side fixed head hypotenuse and complementation of caving on the hypotenuse of described fixed head, add fixed head and the laminating degree between crossbeam and brace summer, substantially increase stability.
The surface of pedestal described in the utility model, fixed head and side fixed head is equipped with topping, and described topping is made up of corrosion resistant layer and anti oxidation layer, can play a very good protection, and then extend its application life to joist part.
Pedestal described in the utility model and fixed head adopt zinc-plated steel pedestal and zinc-plated steel fixed head respectively, utilize the feature that material is durable, and then ensure that the application life of joist part.
Joist part described in the utility model is indent male type, can processing procedure crossbeam and brace summer to greatest extent, strengthens its anti-pressure ability.
Beneficial effect: a kind of resistance to compression steady type joist part described in the utility model, has the following advantages:
1, a kind of resistance to compression steady type joist part described in the utility model, described crossbeam is located on pedestal, fixed head and crossbeam and brace summer is connected and fixed, allows them reach best laminating by bolt, and then strengthens the anti-pressure ability of joist part.Meanwhile, the hypotenuse of described fixed head and side fixed head is waveform, and described fixed head and fixed head junction, side are provided with fixing hole uniformly, described fixing hole is located at the bossing of waveform hypotenuse, improve joist part and the steadiness between crossbeam and brace summer, while this joist part plays joist effect, also improve the safety factor that it uses, and then better met the needs of unit in charge of construction.
2, a kind of resistance to compression steady type joist part described in the utility model, the surface of described pedestal, fixed head and side fixed head is provided with corrosion resistant layer and anti oxidation layer, thus plays a good protective effect to whole joist part, and then extends its life-span used.Meanwhile, described joist part is indent male type, can processing procedure crossbeam and brace summer to greatest extent, strengthens its anti-pressure ability, and then improves the safety of timber buildings greatly.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation of the joist part described in the utility model.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, illustrate the utility model further, these embodiments should be understood and be only not used in restriction scope of the present utility model for illustration of the utility model, after having read the utility model, the amendment of those skilled in the art to the various equivalent form of value of the present utility model has all fallen within the application's claims limited range.
Embodiment
A kind of resistance to compression steady type joist part as depicted in figs. 1 and 2, comprise: described joist part is made up of pedestal 1 and fixed head 2, described joist part is indent male type, described joist part is located between crossbeam and brace summer, described fixed head 2 is located on pedestal 1, described fixed head 2 is outwards provided with side fixed head 3 in side, and described fixed head 2 is provided with fixing hole 4 with side fixed head 3 junction, the hypotenuse of described fixed head 2 and side fixed head 3 is waveform, the waveform hypotenuse of described fixed head 2 and side fixed head 3 is equipped with installing hole 5, described installing hole 5 is all located at the bossing of waveform hypotenuse, and the projection of wave and the projection of wave on depression and side fixed head 3 hypotenuse and complementation of caving on the hypotenuse of described fixed head 2.
Pedestal 1 described in the present embodiment and fixed head 2 adopt zinc-plated steel pedestal and zinc-plated steel fixed head respectively, and the surface of described pedestal 1, fixed head 2 and side fixed head 3 is equipped with topping, and described topping is made up of corrosion resistant layer and anti oxidation layer.
Claims (5)
1. a resistance to compression steady type joist part, it is characterized in that: comprising: described joist part is made up of pedestal (1) and fixed head (2), described joist part is located between crossbeam and brace summer, described fixed head (2) is located on pedestal (1), described fixed head (2) is outwards provided with side fixed head (3) in side, and described fixed head (2) and side fixed head (3) junction are provided with fixing hole (4), the hypotenuse of described fixed head (2) and side fixed head (3) is waveform.
2. a kind of resistance to compression steady type joist part according to claim 1, it is characterized in that: the waveform hypotenuse of described fixed head (2) and side fixed head (3) is equipped with installing hole (5), described installing hole (5) is all located at the bossing of waveform hypotenuse, and the projection of wave and the projection of wave on depression and side fixed head (3) hypotenuse and complementation of caving on the hypotenuse of described fixed head (2).
3. a kind of resistance to compression steady type joist part according to claim 1, is characterized in that: the surface of described pedestal (1), fixed head (2) and side fixed head (3) is equipped with topping, and described topping is made up of corrosion resistant layer and anti oxidation layer.
4. a kind of resistance to compression steady type joist part according to claim 1, is characterized in that: described pedestal (1) and fixed head (2) adopt zinc-plated steel pedestal and zinc-plated steel fixed head respectively.
5. a kind of resistance to compression steady type joist part according to claim 1, is characterized in that: described joist part is indent male type.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520049148.4U CN204418515U (en) | 2015-01-26 | 2015-01-26 | A kind of resistance to compression steady type joist part |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520049148.4U CN204418515U (en) | 2015-01-26 | 2015-01-26 | A kind of resistance to compression steady type joist part |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204418515U true CN204418515U (en) | 2015-06-24 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520049148.4U Expired - Fee Related CN204418515U (en) | 2015-01-26 | 2015-01-26 | A kind of resistance to compression steady type joist part |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204418515U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060367A (en) * | 2017-06-29 | 2017-08-18 | 四川省建筑科学研究院 | Ruggedized construction and method for wearing bucket type gallows timber typical node |
-
2015
- 2015-01-26 CN CN201520049148.4U patent/CN204418515U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060367A (en) * | 2017-06-29 | 2017-08-18 | 四川省建筑科学研究院 | Ruggedized construction and method for wearing bucket type gallows timber typical node |
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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: 20150624 Termination date: 20200126 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |