CN204199535U - Can the log cabin trusses of effective load-bearing - Google Patents
Can the log cabin trusses of effective load-bearing Download PDFInfo
- Publication number
- CN204199535U CN204199535U CN201420629506.4U CN201420629506U CN204199535U CN 204199535 U CN204199535 U CN 204199535U CN 201420629506 U CN201420629506 U CN 201420629506U CN 204199535 U CN204199535 U CN 204199535U
- Authority
- CN
- China
- Prior art keywords
- support bar
- reinforcing rib
- trusses
- crossbeam
- bearing
- 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
Links
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 45
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 18
- 229910052742 iron Inorganic materials 0.000 claims description 9
- 230000006835 compression Effects 0.000 description 4
- 238000007906 compression Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000005303 weighing Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a kind of log cabin trusses, comprise crossbeam and with to be arranged between upper and lower two crossbeams vertical fixing support bar with it, distance between adjacent two support bars is 40cm to the maximum, diagonal positions between adjacent two support bars is fixed with reinforcing rib, broken line is become between multiple reinforcing rib, Tenon mode is adopted to fix between support bar and crossbeam, also adopt Tenon mode to fix between support bar and reinforcing rib, between reinforcing rib and support bar, between support bar and crossbeam, all have bracing means.The utility model adds bearing and the stability of trusses by the setting of reinforcing rib, and the change of fixed form can improve stability and the crushing resistance of trusses.
Description
Technical field
The utility model relates to the weighing device above log cabin, is especially a kind ofly applied to log cabin trusses of weighing between layers.
Background technology
The house of wooden construction has formed a kind of emerging mode of construction now, there is the plurality of advantages such as shock resistance is strong, good energy-conserving effect, air permeability are good compared with the house of now conventional reinforced concrete structure, but the house of wooden construction due to the load-bearing property of timber itself poor, it is too high that house can not be built, and when building the wooden frame structure of multilayer, the load-bearing property of trusses between layers to meet the requirements of.The patent No. is ZL2008100485115, patent name is the novel building form of one that the Chinese invention patent of tubular network frame type light house beam discloses house beam, but mainly there is the shortcomings such as anti seismic efficiency, resistance to compression weak effect, stability is not strong in it, therefore needs these drawbacks of prior art to improve.
Utility model content
The trusses that the purpose of this utility model is to overcome above-mentioned the deficiencies in the prior art and provides a kind of wooden frame structure, solve wooden trusses bearing of the prior art poor, the earthquake-resistant building effect be built into and the problem that resistance to compression effect is poor, stability is not high.
For achieving the above object, the technical solution adopted in the utility model is:
Can the log cabin trusses of effective load-bearing, comprise crossbeam and with to be arranged between upper and lower two crossbeams vertical fixing support bar with it, distance between described adjacent two support bars is 40cm to the maximum, it is characterized in that: the diagonal positions between adjacent two support bars is fixed with reinforcing rib, broken line is become between multiple reinforcing rib, Tenon mode is adopted to fix between support bar and crossbeam, also adopt Tenon mode to fix between support bar and reinforcing rib, between reinforcing rib and support bar, between support bar and crossbeam, all have bracing means.
As preferably, between described support bar and crossbeam, clasp nail is adopted to reinforce.
As preferably, the reinforcing between described support bar and reinforcing rib adopts sheet iron to wrap support bar, crossbeam, reinforcing rib fixing with clasp nail.
As preferably, sheet iron also can be adopted between described support bar and crossbeam to wrap support bar and then crossbeam is reinforced by clasp nail.
As preferably, described reinforcing rib can also be arranged on another diagonal positions between adjacent two support bars.
As preferably, the Tenon between described support bar and crossbeam, between support bar and reinforcing rib is dovetail or trough tenon.
The technical program mainly solves that the bearing of wooden trusses in prior art is poor, the earthquake-resistant building that is built into and the problem such as crushing resistance is poor, stability is not strong, the technological means taked arranges reinforcing rib between the support bar of house trusses, reinforcing rib is positioned at cornerwise position of adjacent two support bars, such setting utilizes leg-of-mutton stability principle, greatly strengthens the load-bearing property of trusses; All adopt reinforcing between support bar and reinforcing rib, between support bar and crossbeam, no matter be adopt clasp nail to carry out reinforcing or reinforced by the mode that sheet iron adds clasp nail, compressive property and the stability of whole trusses can be strengthened.Certain mode as being more preferably, between adjacent two support bars, an other diagonal also can arrange a reinforcing rib, make the stability of whole trusses and resistance to compression, bearing have one to improve greatly like this.
The beneficial effects of the utility model: the bearing and the stability that are added trusses by the setting of reinforcing rib, the change of fixed form can improve stability and the crushing resistance of trusses.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation.
In figure: 1: crossbeam, 2: support bar, 3: reinforcing rib, 4: clasp nail, 5: sheet iron.
Detailed description of the invention
In conjunction with the accompanying drawings, the present invention is further detailed explanation, and these accompanying drawings are the schematic diagram of simplification, only basic structure of the present utility model and operating principle is described in a schematic manner.
See Fig. 1, can the log cabin trusses of effective load-bearing, comprise crossbeam 1 and be arranged on, support bar 2 vertically fixing with it between lower two crossbeams 1, distance between described adjacent two support bars 2 is 40cm to the maximum, it is characterized in that: the diagonal positions between adjacent two support bars 2 is fixed with reinforcing rib 3, broken line is become between multiple reinforcing rib 3, Tenon mode is adopted to fix between support bar 2 and crossbeam 1, also Tenon mode is adopted to fix between support bar 2 and reinforcing rib 3, between reinforcing rib 3 and support bar 2, all bracing means is had between support bar 2 and crossbeam 1.
As preferably, between described support bar 2 and crossbeam 1, clasp nail 4 is adopted to reinforce.
As preferably, the reinforcing between described support bar 2 and reinforcing rib 3 adopts sheet iron 5 to wrap support bar 2, crossbeam 1, reinforcing rib 3 fixing with clasp nail 4.
As preferably, sheet iron 5 also can be adopted between described support bar 3 and crossbeam 2 to wrap support bar 3 and then to be reinforced by clasp nail 4 with crossbeam 2.
As preferably, described reinforcing rib 3 can also be arranged on another diagonal positions between adjacent two support bars 2.
As preferably, the Tenon between described support bar 2 and crossbeam 1, between support bar 2 and reinforcing rib 3 is dovetail or trough tenon.
Arrange reinforcing rib 3 between the support bar 2 of the utility model house trusses, reinforcing rib 3 is positioned at cornerwise position of adjacent two support bars 2, and such setting utilizes leg-of-mutton stability principle, greatly strengthens the load-bearing property of trusses; Support bar 2 and strengthen between 3 muscle, all adopt reinforcing between support bar 2 and crossbeam 1, no matter be adopt clasp nail 4 to carry out reinforcing or reinforced by the mode that sheet iron 5 adds clasp nail 4, can strengthen compressive property and the stability of whole trusses.
Certainly, as the mode be more preferably of the present embodiment, between adjacent two support bars 2, an other diagonal also can arrange a reinforcing rib 3, make the stability of whole trusses and resistance to compression, bearing have one to improve greatly like this.
It should be noted that: the above detailed description of the invention for a kind of situation of the present utility model, the simple change that those skilled in the art makes under the enlightenment of above-mentioned detailed description of the invention or displacement all belong to protection domain of the present utility model.
Claims (6)
1. can the log cabin trusses of effective load-bearing, comprise crossbeam and with to be arranged between upper and lower two crossbeams vertical fixing support bar with it, distance between described adjacent two support bars is 40cm to the maximum, it is characterized in that: the diagonal positions between adjacent two support bars is fixed with reinforcing rib, broken line is become between multiple reinforcing rib, Tenon mode is adopted to fix between support bar and crossbeam, also adopt Tenon mode to fix between support bar and reinforcing rib, between reinforcing rib and support bar, between support bar and crossbeam, all have bracing means.
2. as claimed in claim 1 can the log cabin trusses of effective load-bearing, it is characterized in that: between described support bar and crossbeam, adopt clasp nail to reinforce.
3. as claimed in claim 1 can the log cabin trusses of effective load-bearing, it is characterized in that: the reinforcing between described support bar and reinforcing rib adopts sheet iron to wrap support bar, crossbeam, reinforcing rib fixing with clasp nail.
4. as claimed in claim 1 can the log cabin trusses of effective load-bearing, it is characterized in that: sheet iron also can be adopted between described support bar and crossbeam to wrap support bar and then crossbeam is reinforced by clasp nail.
5. as claimed in claim 1 can the log cabin trusses of effective load-bearing, it is characterized in that: described reinforcing rib can also be arranged on another diagonal positions between adjacent two support bars.
6. as claimed in claim 1 can the log cabin trusses of effective load-bearing, it is characterized in that: the Tenon between described support bar and crossbeam, between support bar and reinforcing rib is dovetail or trough tenon.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420629506.4U CN204199535U (en) | 2014-10-28 | 2014-10-28 | Can the log cabin trusses of effective load-bearing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420629506.4U CN204199535U (en) | 2014-10-28 | 2014-10-28 | Can the log cabin trusses of effective load-bearing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204199535U true CN204199535U (en) | 2015-03-11 |
Family
ID=52657508
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420629506.4U Expired - Fee Related CN204199535U (en) | 2014-10-28 | 2014-10-28 | Can the log cabin trusses of effective load-bearing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204199535U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105923170A (en) * | 2016-04-26 | 2016-09-07 | 北京空间飞行器总体设计部 | Repeatable folding and unfolding truss structure and cell element thereof |
| CN111824606A (en) * | 2020-08-06 | 2020-10-27 | 江苏金马云物流科技有限公司 | Shock attenuation container for boats and ships |
-
2014
- 2014-10-28 CN CN201420629506.4U patent/CN204199535U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105923170A (en) * | 2016-04-26 | 2016-09-07 | 北京空间飞行器总体设计部 | Repeatable folding and unfolding truss structure and cell element thereof |
| CN105923170B (en) * | 2016-04-26 | 2018-03-20 | 北京空间飞行器总体设计部 | The truss structure and its cell element that a kind of repeatable exhibition is received |
| CN111824606A (en) * | 2020-08-06 | 2020-10-27 | 江苏金马云物流科技有限公司 | Shock attenuation container for boats and ships |
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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: 20150311 Termination date: 20151028 |
|
| EXPY | Termination of patent right or utility model |