CN203007966U - Ground foundation column and ground foundation frame of wooden house - Google Patents
Ground foundation column and ground foundation frame of wooden house Download PDFInfo
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- CN203007966U CN203007966U CN 201220731112 CN201220731112U CN203007966U CN 203007966 U CN203007966 U CN 203007966U CN 201220731112 CN201220731112 CN 201220731112 CN 201220731112 U CN201220731112 U CN 201220731112U CN 203007966 U CN203007966 U CN 203007966U
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- beam chuck
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Abstract
The utility model discloses a ground foundation column and a ground foundation frame of a wooden house. The ground foundation column comprises a girder chuck, an inner embedded part, and a pipe die. An accommodating groove used for accommodating foundation girders is formed in the upper portion of the girder chuck, and the accommodating groove comprises at least two outlets which are communicated with outside world, the inner embedded part is connected on the lower portion of the girder chuck, the pipe die is arranged on the inner embedded part in a sleeved mode, concrete is filled in the pipe die, and the concrete is connected with the pipe die and the inner embedded part. The concrete enables the pipe die and the inner embedded part to be connected into one, and enables the ground foundation column to form a permanent load-bearing column, and therefore the ground foundation column has the advantages of being stable in structure and strong in bearing capacity. The ground foundation column can be directly fixed on a foundation pit, and therefore bearing capacity of the ground foundation column is further improved. The ground foundation column can conduct height adjustment according to mountain slope terrain altitude difference, irregular elevated ground is formed, excavated volume of earthwork of a building ground platform is reduced, and water loss is avoided.
Description
Technical field
The utility model relates to a kind of ground foundation columns and ground foundation framework 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 its ground foundation framework of existing log cabin is all directly to utilize screw that the mode that some wooden units are connected is built, and has caused the structure of ground foundation framework firm not, causes the supporting capacity of log cabin poor.
The utility model content
The utility model provides ground foundation columns and the ground foundation framework of a kind of sound construction, log cabin that supporting capacity is strong, 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 ground foundation columns of log cabin, it comprises:
Beam chuck, described beam chuck top are provided be used to the accepting groove of accommodating Ji Liang, described accepting groove comprise at least two with the extraneous outlets that communicate;
Interior embedded part is connected to the bottom of described beam chuck;
Pipe die is nested with the residence and states interior embedded part;
Fill concrete in described pipe die, described concrete connects described pipe die and described interior embedded part.
Among one preferred embodiment: the middle part of the bottom surface of described beam chuck is provided with through hole.
Among one preferred embodiment: described interior embedded part is angle steel or reinforcing bar.
Among one preferred embodiment: described beam chuck is by the steel plate manufacturing, the thickness 〉=5mm of described steel plate, and described interior embedded part and described beam chuck weld together.
Among one preferred embodiment: the bottom surface of the top of described pipe die and described beam chuck is contour.
Among one preferred embodiment: described pipe die is pvc pipe.
Among one preferred embodiment: described beam chuck is minute family beam chuck or rood beam chuck or middle girder chuck or a corner beam chuck,
Described beam chuck is a minute family beam chuck, and described accepting groove comprises the described outlet of three T-shaped arrangements;
Described beam chuck is the rood beam chuck, and described accepting groove comprises that four are the described outlet that cross is arranged;
Described beam chuck is the middle girder chuck, and described accepting groove comprises two linearly described outlets of shape arrangement;
Described beam chuck is corner beam chuck, and described accepting groove comprises the described outlet of two L-shaped arrangements.
A kind of ground foundation framework comprises some ground foundation columns and some Ji Liang, and described ground foundation columns comprises: beam chuck, described beam chuck top are provided be used to the accepting groove of accommodating described Ji Liang, described accepting groove comprise at least two with the extraneous outlets that communicate; Interior embedded part is connected to the bottom of described beam chuck; Pipe die is nested with the residence and states interior embedded part; Fill concrete in described pipe die, described concrete connects described pipe die and described interior embedded part;
The two ends of the described Ji Liang of each root are overlapped on respectively on a described ground foundation columns, described Ji Liang passes described outlet, described these ground foundation columns, Ji Liang connect into frame construction, are connected with junction plate on the appearance wall of described Ji Liang, and described junction plate and described beam chuck link together.
Among one preferred embodiment: described Ji Liang comprises tenon and is connected to the matrix of described tenon dual-side, described tenon exceeds described matrix, described junction plate is the channel-section steel of U-shaped shape, and described junction plate envelopes the lateral surface of a matrix and welds together with described beam chuck.
Among one preferred embodiment: the difference in height 〉=80mm of described tenon and described matrix.
The technical program is compared with background technology, and it has following advantage:
1. described interior embedded part is connected to the bottom of described beam chuck, described concrete links into an integrated entity described pipe die and described interior embedded part, basis, described ground post is formed permanent load-bearing pillar, thereby make described ground foundation columns have advantages of that sound construction, supporting capacity are strong.
In addition, described ground foundation columns can directly be fixed on foundation pit, further improves fastness and the supporting capacity of its structure.
In addition, described ground foundation columns can be carried out the height adjusting according to the hillside physical features discrepancy in elevation, forms the irregular ground of raising, and reduces the earthwork evacuation amount of constructure ground platform, avoids causing current to lose.
2. described beam chuck top is provided be used to the accepting groove of accommodating Ji Liang, realizes that described beam chuck is connected fast with Ji Liang, has fitting operation advantage easily.
3. the middle part of the bottom surface of described beam chuck is provided with through hole, thereby convenient described concrete pours in described pipe die.
4. described interior embedded part and described beam chuck weld together, and structure is quite firm.
5. the bottom surface of the top of described pipe die and described beam chuck is contour, prevents described concrete outflow.
6. described these ground foundation columns, Ji Liang connect into frame construction, be connected with junction plate on the appearance wall of described Ji Liang, described Ji Liang passes described outlet, described junction plate and described beam chuck link together, form firmly the ground foundation framework whole, make described ground foundation framework have advantages of that sound construction, supporting capacity are strong.
7. described junction plate is the channel-section steel of U-shaped shape, and described junction plate envelopes the lateral surface of a matrix, strengthens the intensity of described Ji Liang, increases the prolongation amount of described Ji Liang, makes described ground foundation framework have superpower weight capacity.
8. difference in height 〉=the 80mm of described tenon and described matrix, described tenon can with the direct clamping of wall column, have advantages of easy for installation.
Description of drawings
The utility model is described in further detail below in conjunction with drawings and Examples.
Fig. 1 has illustrated the overall schematic of the ground foundation framework of a kind of log cabin of the utility model.
Fig. 2 has illustrated the overall schematic of the upper rough ground of ground shown in Figure 1 foundation framework overlap joint.
Fig. 3 has illustrated the overall schematic of the first ground foundation columns of ground shown in Figure 1 foundation framework.
Fig. 4 has illustrated the perspective exploded view of the first shown in Figure 3 ground foundation columns.
Fig. 5 has illustrated the overall schematic of the second ground foundation columns of ground shown in Figure 1 foundation framework.
Fig. 6 has illustrated the overall schematic of the third ground foundation columns of ground shown in Figure 1 foundation framework.
Fig. 7 has illustrated the overall schematic of the 4th kind of ground foundation columns of ground shown in Figure 1 foundation framework.
Fig. 8 has illustrated the schematic diagram of the first shown in Figure 3 ground foundation columns overlap joint Ji Liang.
Fig. 9 has illustrated the schematic diagram of the second shown in Figure 5 ground foundation columns overlap joint Ji Liang.
Figure 10 has illustrated the schematic diagram of the third ground foundation columns overlap joint Ji Liang shown in Figure 6.
Figure 11 has illustrated the schematic diagram of the 4th kind of ground foundation columns overlap joint Ji Liang shown in Figure 7.
Figure 12 has illustrated the overall schematic of the Ji Liang of ground shown in Figure 1 foundation framework.
Figure 13 has illustrated the perspective exploded view of Ji Liang shown in Figure 12.
Figure 14 has illustrated the cross-sectional schematic of Ji Liang shown in Figure 12.
The specific embodiment
Please refer to Fig. 1 and Fig. 2, the ground foundation framework 100 of a kind of log cabin of the present utility model belongs to the substructure of log cabin, is used for the weight of carrying log cabin.Overlap in order some rough grounds 200 on described foundation framework 100, repave plank, just can be assembled into the flooring structure of log cabin.
Described ground foundation framework 100 comprises some ground foundation columns and some basic beams 20.Described ground foundation columns is divided into intermediate base post 10a, corner foundation columns 10b, minute family foundation columns 10c and cross foundation columns 10d.The two ends of the described basic beam 20 of each root are overlapped on respectively on a described ground foundation columns, thereby connect into frame construction.In order to strengthen the intensity of described ground foundation framework 100, the middle part of the described basic beam 20 of each root is all supported by a described intermediate base post 10a.
Please refer to Fig. 1, Fig. 3 and Fig. 4, described intermediate base post 10a is used for supporting the medium position of described basic beam 20.Described intermediate base post 10a comprises a middle girder chuck 11a, two interior embedded parts 12, a pipe die 13 and concrete (not shown).
Described middle girder chuck 11a top is provided be used to the accepting groove 111a that accommodates described basic beam 20.Described accepting groove 111a linearly shape arranges.Described accepting groove 111a comprises two linearly outlets that communicate with the external world 112 of shape arrangement.The middle part of the bottom surface of described middle girder chuck 11a is provided with a through hole 113.Described middle girder chuck 11a is preferably by the steel plate manufacturing, and thickness preferred 〉=5mm.
Described interior embedded part 12 is connected to the bottom of described middle girder chuck 11a.Described interior embedded part 12 is preferably angle steel or reinforcing bar, and described interior embedded part 12 is welded together with described beam chuck 11a.
Described pipe die 13 is nested with the residence and states interior embedded part 12.The bottom surface of the top of described pipe die 13 and described middle girder chuck 11a is contour.Described pipe die 13 is preferably pvc pipe.
Described concrete is full of described pipe die 13, and described concrete connects described pipe die 13 and described interior embedded part 12.
Please refer to Fig. 8, when described intermediate base post 10a supported described basic beam 20, described basic beam 20 straight lines passed described accepting groove 111a.
Please refer to Fig. 1, Fig. 5 and Fig. 9, described corner foundation columns 10b is positioned at the rotation angle position of described ground foundation framework 100, is used for supporting the end of two described basic beams 20.The difference of described corner foundation columns 10b and intermediate base post 10a is: the accepting groove 111b of corner beam chuck 11b is L-shaped.Described accepting groove 111b comprises the described outlet 112 of two L-shaped arrangements.When described corner foundation columns 10b supported described two foundation beam 20, the end of described two foundation beams 20 was housed in respectively in described two outlets 112.
Please refer to Fig. 1, Fig. 6 and Figure 10, family foundation columns 10c was positioned at the position that described ground foundation framework 100 needs minute family in described minute, was used for supporting the end of three described basic beams 20.The difference of described minute family foundation columns 10c and intermediate base post 10a is: the accepting groove 111c of corner beam chuck 11c is T-shaped.Described accepting groove 111c comprises the described outlet 112 of three T-shaped arrangements.When family foundation columns 10c supported described three foundation beam 20 in described minute, the end of described three foundation beams 20 was housed in respectively in described three outlets 112.
Please refer to Fig. 1, Fig. 7 and Figure 11, described cross foundation columns 10d is positioned at the medium position of described ground foundation framework 100, is used for supporting the end of four described basic beams 20.The difference of described cross foundation columns 10d and intermediate base post 10a is: the accepting groove 111d of rood beam chuck 11d is cross.Described accepting groove 111d comprises that four are the described outlet 112 that cross is arranged.When described cross foundation columns 10d supported described four foundation beam 20, the end of described four foundation beams 20 was housed in respectively in described four outlets 112.
Please refer to Figure 12, Figure 13 and Figure 14, described basic beam 20 comprises a tenon 21, be connected to two matrixs 22 and a plate 23 of described tenon 21 dual-sides.Difference in height 〉=the 80mm of described tenon 21 and described matrix 22.Described junction plate 23 is the channel-section steel of U-shaped shape, and described junction plate 23 envelopes the lateral surface of a matrix 22.
Please refer to Fig. 1, when described basic beam 20 was overlapped on the foundation columns of described ground, described junction plate 23 welded together with described beam chuck 11a, 11b, 11c, 11d.
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 (10)
1. the ground foundation columns of a log cabin, is characterized in that, it comprises:
Beam chuck, described beam chuck top are provided be used to the accepting groove of accommodating Ji Liang, described accepting groove comprise at least two with the extraneous outlets that communicate;
Interior embedded part is connected to the bottom of described beam chuck;
Pipe die is nested with the residence and states interior embedded part;
Fill concrete in described pipe die, described concrete connects described pipe die and described interior embedded part.
2. the ground foundation columns of a kind of log cabin according to claim 1, it is characterized in that: the middle part of the bottom surface of described beam chuck is provided with through hole.
3. the ground foundation columns of a kind of log cabin according to claim 2, it is characterized in that: described interior embedded part is angle steel or reinforcing bar.
4. the ground foundation columns of a kind of log cabin according to claim 3 is characterized in that: described beam chuck is by the steel plate manufacturing, the thickness 〉=5mm of described steel plate, and described interior embedded part and described beam chuck weld together.
5. the ground foundation columns of a kind of log cabin according to claim 4, it is characterized in that: the bottom surface of the top of described pipe die and described beam chuck is contour.
6. the ground foundation columns of a kind of log cabin according to claim 5, it is characterized in that: described pipe die is pvc pipe.
7. the ground foundation columns of the described a kind of log cabin of any one according to claim 1 to 6, it is characterized in that: described beam chuck is minute family beam chuck or rood beam chuck or middle girder chuck or corner beam chuck,
Described beam chuck is a minute family beam chuck, and described accepting groove comprises the described outlet of three T-shaped arrangements;
Described beam chuck is the rood beam chuck, and described accepting groove comprises that four are the described outlet that cross is arranged;
Described beam chuck is the middle girder chuck, and described accepting groove comprises two linearly described outlets of shape arrangement;
Described beam chuck is corner beam chuck, and described accepting groove comprises the described outlet of two L-shaped arrangements.
8. ground foundation framework that comprises the log cabin of the described ground of any one foundation columns in some claims 1 to 7, it is characterized in that: also comprise some described Ji Liang, the two ends of the described Ji Liang of each root are overlapped on respectively on a described ground foundation columns, described Ji Liang passes described outlet, described these ground foundation columns, Ji Liang connect into frame construction, be connected with junction plate on the appearance wall of described Ji Liang, described junction plate and described beam chuck link together.
9. the framework of a kind of wooden frame structure according to claim 8, it is characterized in that: described Ji Liang comprises tenon and is connected to the matrix of described tenon dual-side, described tenon exceeds described matrix, described junction plate is the channel-section steel of U-shaped shape, and described junction plate envelopes the lateral surface of a matrix and welds together with described beam chuck.
10. the framework of a kind of wooden frame structure according to claim 9, is characterized in that: the difference in height 〉=80mm of described tenon and described matrix.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220731112 CN203007966U (en) | 2012-12-26 | 2012-12-26 | Ground foundation column and ground foundation frame of wooden house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220731112 CN203007966U (en) | 2012-12-26 | 2012-12-26 | Ground foundation column and ground foundation frame of wooden house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203007966U true CN203007966U (en) | 2013-06-19 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220731112 Expired - Fee Related CN203007966U (en) | 2012-12-26 | 2012-12-26 | Ground foundation column and ground foundation frame of wooden house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203007966U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104631484A (en) * | 2013-11-14 | 2015-05-20 | 中国人民解放军军械工程学院 | Quick self-adaptive road pile foundation |
| CN106320356A (en) * | 2016-09-05 | 2017-01-11 | 上海理工大学 | Overhead timber structure waterproof and damp-proof foundation |
| CN107401302A (en) * | 2017-03-10 | 2017-11-28 | 卡典智能科技（北京）有限公司 | A kind of gravity decomposer of low layer multi-storied garage |
| CN110528554A (en) * | 2018-05-23 | 2019-12-03 | 厦门昊恒工贸有限公司 | Reinforced ground |
| CN110528553A (en) * | 2018-05-23 | 2019-12-03 | 厦门昊恒工贸有限公司 | Foundation structure easy to assemble |
| CN110528552A (en) * | 2018-05-23 | 2019-12-03 | 厦门昊恒工贸有限公司 | Prefabricated buildings foundation module |
| TWI798139B (en) * | 2022-07-27 | 2023-04-01 | 林建華 | wooden building infrastructure |
-
2012
- 2012-12-26 CN CN 201220731112 patent/CN203007966U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104631484A (en) * | 2013-11-14 | 2015-05-20 | 中国人民解放军军械工程学院 | Quick self-adaptive road pile foundation |
| CN104631484B (en) * | 2013-11-14 | 2016-08-17 | 中国人民解放军军械工程学院 | Quick self-adapted road pile foundation |
| CN106320356A (en) * | 2016-09-05 | 2017-01-11 | 上海理工大学 | Overhead timber structure waterproof and damp-proof foundation |
| CN107401302A (en) * | 2017-03-10 | 2017-11-28 | 卡典智能科技（北京）有限公司 | A kind of gravity decomposer of low layer multi-storied garage |
| CN110528554A (en) * | 2018-05-23 | 2019-12-03 | 厦门昊恒工贸有限公司 | Reinforced ground |
| CN110528553A (en) * | 2018-05-23 | 2019-12-03 | 厦门昊恒工贸有限公司 | Foundation structure easy to assemble |
| CN110528552A (en) * | 2018-05-23 | 2019-12-03 | 厦门昊恒工贸有限公司 | Prefabricated buildings foundation module |
| CN110528554B (en) * | 2018-05-23 | 2021-05-14 | 厦门昊恒工贸有限公司 | Reinforced foundation |
| CN110528552B (en) * | 2018-05-23 | 2021-05-14 | 厦门昊恒工贸有限公司 | Foundation module for prefabricated house |
| CN110528553B (en) * | 2018-05-23 | 2021-05-14 | 厦门昊恒工贸有限公司 | Easy dismouting foundation structure |
| TWI798139B (en) * | 2022-07-27 | 2023-04-01 | 林建華 | wooden building infrastructure |
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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: 20130619 Termination date: 20141226 |
|
| EXPY | Termination of patent right or utility model |