CN202969723U - Support column on beam of log cabin - Google Patents
Support column on beam of log cabin Download PDFInfo
- Publication number
- CN202969723U CN202969723U CN 201220728080 CN201220728080U CN202969723U CN 202969723 U CN202969723 U CN 202969723U CN 201220728080 CN201220728080 CN 201220728080 CN 201220728080 U CN201220728080 U CN 201220728080U CN 202969723 U CN202969723 U CN 202969723U
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- CN
- China
- Prior art keywords
- support column
- roof truss
- upper support
- log cabin
- beam upper
- 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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Abstract
The utility model discloses a support column on a beam of a log cabin. A containing groove for containing a roof truss cant beam and a ridge pole or the roof truss cant beam and a purline is concavely arranged at the top surface; the containing groove is concavely arranged on the top surface of the support column on the beam; and the containing groove is used for containing the roof truss cant beam, and the ridge pole or the roof truss cant beam and the purline, so that the roof truss cant beam, the ridge pole and the purline are inserted inside the support column on the beam. The connection strength of the ridge pole, the purline and the roof truss cant beam and the support column on the beam is greatly enhanced; the log cabin has strong wind resistance; and particularly, the support column on the beam is convenient to install since an inserting groove for containing the roof truss beam is concavely arranged at the bottom surface of the support column on the beam. In addition, leftover materials of wood can be fully utilized to finish production and manufacturing when the support column on the beam is formed by an inner cushion block and connecting plates which are respectively arranged at two sides of the inner cushion blocks. Therefore, the support column on the beam saves the wood materials.
Description
Technical field
The utility model relates to the beam upper support column of log cabin.
Background technology
Earthquake can cause huge loss to people's life and property as a kind of very difficult natural phenomena of being predicted by people.
China is a country that earthquake takes place frequently, and eighties of last century since the sixties only is in Xingtai, the areas such as Tangshan, maritime, Lijing, Keshen just successively quite strong earthquake occured, and had brought huge life, property loss to people.The Wenchuan violent earthquake of 2008, the house wall of local brick mix structure almost all collapses, and causes the mass casualties, and large quantities of masses suffering from disaster are homeless.This outstanding showing, the seismic performance of building of brick mix structure is relatively poor.In view of this, in the urgent need to the more rational dwelling house system of exploitation, to improve the shock resistance of grange.Compare the house of brick mix structure, log cabin has advantages of that anti-seismic performance is good.
But existing log cabin wind loading rating is relatively poor.Reason is: the roofing of log cabin is overlapped on ridge pole, purlin and roof truss cant beam, ridge pole, purlin and roof truss cant beam just are overlapped on the end face of beam upper support column simply, cause ridge pole, purlin and roof truss cant beam and beam upper support column connecting portion intensity quite a little less than, less wind just can start roofing, wipes out at last the bed rearrangement house.
The utility model content
The utility model provides a kind of beam upper support column of log cabin, and it has overcome the existing deficiency of background technology.The technical scheme that its technical problem that solves the utility model adopts is:
A kind of beam upper support column of log cabin is concaved with on its end face be used to the accepting groove of accommodating roof truss cant beam and ridge pole or roof truss cant beam and purlin.
Among one preferred embodiment: the cross shape that institute's accepting groove is inclined to set.
Among one preferred embodiment: be concaved be used to the inserting groove of accommodating roof truss beam on its bottom surface.
Among one preferred embodiment: be formed by connecting by interior cushion block and the junction plate that is separately positioned on described interior cushion block both sides.
Among one preferred embodiment: the quantity of described interior cushion block is one, and the quantity of described junction plate is two.
Among one preferred embodiment: the middle part on described junction plate top is provided with notch, and the length of described interior cushion block is less than the length of described junction plate, and described two junction plates and described interior cushion block surround described accepting groove and described inserting groove.
The technical program is compared with background technology, and it has following advantage:
1. be concaved with described accepting groove on the end face of described beam upper support column, described accepting groove is used for accommodating roof truss cant beam and ridge pole or roof truss cant beam and purlin, make roof truss cant beam, ridge pole, purlin intert the inside that is arranged on described beam upper support column, greatly strengthened the bonding strength of ridge pole, purlin and roof truss cant beam and described beam upper support column, made log cabin have advantages of that wind loading rating is strong.
2. be concaved be used to the inserting groove of accommodating roof truss beam on the bottom surface of described beam upper support column, make described beam upper support column have advantages of easy for installation.
3. described beam upper support column is formed by connecting by interior cushion block and the junction plate that is separately positioned on described interior cushion block both sides, and the leftover pieces that can take full advantage of timber are completed the manufacturing, have advantages of the wood raw material of saving.
Description of drawings
The utility model is described in further detail below in conjunction with drawings and Examples.
Fig. 1 has illustrated the schematic perspective view of the log cabin that beam upper support column of the present utility model is installed.
Fig. 2 has illustrated beam upper support column, purlin, the roof truss cant beam of log cabin shown in Figure 1, the perspective exploded view of roof truss beam.
Fig. 3 has illustrated the perspective exploded view of the beam upper support column of log cabin shown in Figure 1.
The specific embodiment
Please refer to Fig. 1, beam upper support column 100a of the present utility model, beam upper support column 100b are for purlin C and roof truss cant beam B or ridge pole A and the roof truss cant beam B of support and connection log cabin.When described beam upper support column 100a be positioned at purlin C under the time, described beam upper support column 100a support and connection purlin C and roof truss cant beam B; When described beam upper support column 100b be positioned at ridge pole A under the time, described beam upper support column 100b support and connection ridge pole A and roof truss cant beam B.Due to beam upper support column 100a, beam upper support column 100b structural similarity, below only beam upper support column 100a is launched to explain.
Please refer to Fig. 1 and Fig. 2, be concaved with on the end face of described beam upper support column 100a be used to the accepting groove 11 on the described beam upper support column of the accepting groove 11(100b that accommodates roof truss cant beam B and purlin C for accommodating roof truss cant beam B and ridge pole A).The cross shape that institute's accepting groove 11 is inclined to set.Be concaved be used to the inserting groove 12 of accommodating roof truss beam D on the bottom surface of described beam upper support column 100a.
Please refer to Fig. 2 and Fig. 3, described beam upper support column 100a is formed by connecting by an interior cushion block 10 and a plate 20 of being separately positioned on described interior cushion block 10 both sides.The length of described interior cushion block 10 is less than the length of described junction plate 20.The middle part on described junction plate 20 tops is provided with notch 21.Described two junction plates 20 surround described accepting groove 11 and described inserting groove 12 with described interior cushion block 10.
Understandably, the restriction that the length of described interior cushion block 10, junction plate 20, quantity are not subjected to specific embodiment is as long as described interior cushion block 10, junction plate 20 can surround described accepting groove 11 and described inserting groove 12.
Please refer to Fig. 1, the roof truss beam D of log cabin is plugged in the inserting groove 12 of described beam upper support column 100a; Roof truss cant beam B and purlin C are the inclination crosswise and report to the leadship after accomplishing a task and arrange and be plugged in described accepting groove 11.The roof truss beam D of log cabin is plugged in the inserting groove 12 of described beam upper support column 100b; Roof truss cant beam B and ridge pole A are the inclination crosswise and report to the leadship after accomplishing a task and arrange and be plugged in described accepting groove 11.
The above, it is only the utility model preferred embodiment, therefore can not limit according to this scope that the utility model is implemented, the equivalence of namely doing according to the utility model the scope of the claims and description changes and modifies, and all should still belong in the scope that the utility model contains.
Claims (6)
1. the beam upper support column of a log cabin, is characterized in that: be concaved with on its end face be used to the accepting groove of accommodating roof truss cant beam and ridge pole or roof truss cant beam and purlin.
2. the beam upper support column of a kind of log cabin according to claim 1, is characterized in that: the cross shape that institute's accepting groove is inclined to set.
3. the beam upper support column of a kind of log cabin according to claim 2, is characterized in that: be concaved be used to the inserting groove of accommodating roof truss beam on its bottom surface.
4. the beam upper support column of according to claim 1 and 2 or 3 described a kind of log cabins is characterized in that: be formed by connecting by interior cushion block and the junction plate that is separately positioned on described interior cushion block both sides.
5. the beam upper support column of a kind of log cabin according to claim 4, it is characterized in that: the quantity of described interior cushion block is one, the quantity of described junction plate is two.
6. the beam upper support column of a kind of log cabin according to claim 5, it is characterized in that: the middle part on described junction plate top is provided with notch, the length of described interior cushion block is less than the length of described junction plate, and described two junction plates and described interior cushion block surround described accepting groove and described inserting groove.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220728080 CN202969723U (en) | 2012-12-26 | 2012-12-26 | Support column on beam of log cabin |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220728080 CN202969723U (en) | 2012-12-26 | 2012-12-26 | Support column on beam of log cabin |
Publications (1)
Publication Number | Publication Date |
---|---|
CN202969723U true CN202969723U (en) | 2013-06-05 |
Family
ID=48510817
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 201220728080 Expired - Fee Related CN202969723U (en) | 2012-12-26 | 2012-12-26 | Support column on beam of log cabin |
Country Status (1)
Country | Link |
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CN (1) | CN202969723U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105178448A (en) * | 2015-09-28 | 2015-12-23 | 沈阳建筑大学 | Wooden-structure building beam-column joint structure |
CN107313609A (en) * | 2017-08-02 | 2017-11-03 | 南宁职业技术学院 | Using the modern dry bar residential architecture of dry method assembling structure |
-
2012
- 2012-12-26 CN CN 201220728080 patent/CN202969723U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105178448A (en) * | 2015-09-28 | 2015-12-23 | 沈阳建筑大学 | Wooden-structure building beam-column joint structure |
CN107313609A (en) * | 2017-08-02 | 2017-11-03 | 南宁职业技术学院 | Using the modern dry bar residential architecture of dry method assembling structure |
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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: 20130605 Termination date: 20141226 |
|
EXPY | Termination of patent right or utility model |