CN211898513U - Archaize wood structure column base connected node - Google Patents
Archaize wood structure column base connected node Download PDFInfo
- Publication number
- CN211898513U CN211898513U CN202020411294.8U CN202020411294U CN211898513U CN 211898513 U CN211898513 U CN 211898513U CN 202020411294 U CN202020411294 U CN 202020411294U CN 211898513 U CN211898513 U CN 211898513U
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- column base
- pillar
- column
- post
- reinforced concrete
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- 239000002023 wood Substances 0.000 title claims abstract description 55
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 44
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 44
- 239000010959 steel Substances 0.000 claims abstract description 44
- 239000004575 stone Substances 0.000 claims abstract description 40
- 239000004567 concrete Substances 0.000 claims description 19
- 239000003292 glue Substances 0.000 claims description 3
- 239000003973 paint Substances 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 15
- 238000010008 shearing Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 238000005336 cracking Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000011038 discontinuous diafiltration by volume reduction Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 206010063659 Aversion Diseases 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 230000008014 freezing Effects 0.000 description 1
- 238000007710 freezing Methods 0.000 description 1
- 238000005246 galvanizing Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000005445 natural material Substances 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 238000007747 plating Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model discloses a wood structure column base connected node modelled after an antique, including reinforced concrete basis, post and pillar stone column base, on reinforced concrete basis was located to pillar stone column base, the post was located on pillar stone column base's top. The utility model discloses can lift the column base of post from reinforced concrete foundation take the altitude, can avoid the column base of post to lead to the column base to rot damaged because of contacting reinforced concrete foundation, the simple and convenient flexibility of simultaneous construction. The utility model discloses still include the steel column, the steel column cover is worn and is fixed in the hole of pillar base, the bottom and the reinforced concrete foundation fixed connection of steel column, the steel column stretches out in the part of pillar base inserts and fixes in the bottom of post, with the post through the steel construction, pillar base and reinforced concrete foundation connect into whole, can improve the tensile of the column base of post effectively and pull out bearing capacity and anti-shear bearing capacity, at strong wind, under the earthquake state, avoid the column base of post to shift or pull out, strengthen the anti-wind of imitative ancient wood structure, anti-seismic performance.
Description
Technical Field
The utility model belongs to the technical field of building structure engineering, concretely relates to wood structure column base connected node modelled after an antique.
Background
The wood structure is mainly made of wood, and China is one of the earliest countries applying the wood structure.
The wood is used as a permanent building material, is ancient and modern, and the style and the characteristics of the wood structure building are in line with the characteristics of cities, so that the humanity characteristics are revealed. The natural material enables the building to have a special affinity, eliminates the ice cold feeling of the building as a foreign object, and the flexibility of the wood structure construction can give full play to the characteristics of individuation and humanization. The application of the wood structure in the garden landscape is more beneficial to combining the characteristics of Chinese culture and giving a refreshing feeling to the historical charm without losing the modern atmosphere. The wood structure building can be a usable building entity built in China and becomes a seat humanistic landscape.
Among the prior art, the column base of wood structure modelled after an antique is directly placed on reinforced concrete basis, leads to the column base to rot the damage, influences the bearing capacity of post.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the above-mentioned not enough that exists among the prior art, provide a wood structure column base connected node modelled after an antique, can lift the column base of timber from reinforced concrete foundation take the altitude, can avoid the column base of timber to lead to the column base to rot because of contacting reinforced concrete foundation damaged, the simple and convenient flexibility of simultaneous construction.
In order to solve the technical problem, the utility model discloses a following technical scheme:
the utility model provides a wood structure column base connected node modelled after an antique, includes reinforced concrete foundation and post, its characterized in that: the concrete column base also comprises a plinth stone column base, wherein the plinth stone column base is arranged on the reinforced concrete base, the wood column is located on the top of the plinth stone column base, and the plinth stone column base adopts natural stone. The utility model discloses an add twin stone column base between reinforced concrete foundation and post, can lift the column base of post from reinforced concrete foundation take the altitude, can avoid the column base of post to lead to the column base to rot damaged because of contacting reinforced concrete foundation, the simple and convenient flexibility of simultaneous construction.
Further, the steel column is made of Q235 or Q345 materials, and the surface of the steel column can be free of painting or can be subjected to galvanizing treatment. The steel column is sleeved and fixed in an inner hole of the plinth stone column base, the bottom of the steel column is fixedly connected with the reinforced concrete foundation, and the part of the steel column extending out of the plinth stone column base is inserted into and fixed in the bottom of the wood column. The steel column is a steel structure, the wood column, the twin stone column foundation and the reinforced concrete foundation are connected into a whole through the steel structure, the pulling-resistant bearing capacity and the shearing-resistant bearing capacity of the column base of the wood column can be effectively improved, the column base of the wood column is prevented from shifting or being pulled up in the strong wind and earthquake states, and the wind and earthquake resistant performance of the antique wood structure is enhanced.
Further, the steel column includes the bottom plate, edge of a wing and web adopt fillet weld to enclose to weld on the bottom plate, the joint strength between edge of a wing and the bottom plate has been increased, joint strength between web and the bottom plate increases simultaneously, edge of a wing and web welded fastening, the length of web is greater than the length on the edge of a wing, bottom plate fixed connection is on reinforced concrete basis, the edge of a wing inserts in the bottom of post, this structure can increase the area of contact of connecting between the hole of steel column and the pillar stone column base, realize the post, pillar stone column base and reinforced concrete basis connect into whole, can improve the stretching resistance of the column base of post effectively and pull out bearing capacity and anti-shear bearing capacity.
Furthermore, wear to be equipped with between the bolt hole of web and the round hole of post and to the stay bolt, adopt hot-galvanize screw rod and stainless steel nut to the stay bolt, realize the fixed connection of web and post, increase the joint strength between steel column and the post, the simple and convenient flexibility of being under construction simultaneously.
Further, the outer end of the round hole is enlarged and is used for sinking the nut on the split bolt, and the round hole of the wood column is enlarged and arranged so as to be convenient for screwing the nut on the split bolt.
Further, the round hole passes through wood glue fixedly connected with cover plate, and the cover plate covers the nut, and the cover plate plays the guard action to drawing bolt and nut, can hide the bolt hole of web and the round hole of post simultaneously for post surface is complete, has improved the aesthetic property.
Furthermore, the outer surface of the cover plate and the outer surface of the wood column are coated with a layer of paint, so that the cover plate and the wood column are of an integral structure, the surface of the wood column is further complete, and the attractiveness is improved.
Furthermore, the flanges and the web plates are welded into an H shape or a cross shape, so that the pulling-resistant bearing capacity and the shearing-resistant bearing capacity of the archaized wood structure column base can be effectively improved.
Furthermore, the bottom plate is anchored on the reinforced concrete foundation through the embedded part, the embedded part adopts a foundation bolt or a chemical anchor bolt, the bottom of the steel column is fixedly connected with the reinforced concrete foundation, and the construction is simple, convenient and flexible.
Furthermore, the inner hole is filled with micro-expansion fine aggregate concrete, the steel column is fixed in the micro-expansion fine aggregate concrete, the connection strength of the steel column in the inner hole of the pillar foundation can be increased, the expansion effect of the micro-expansion fine aggregate concrete can be converted into compressive stress to compensate concrete shrinkage, the volume reduction of the concrete due to dry shrinkage and cold shrinkage is eliminated, the early cracking of the concrete is prevented, and the concrete has good crack resistance, impermeability, waterproofness, antifreezing performance and water corrosion resistance.
The utility model discloses owing to adopted above-mentioned technical scheme, following beneficial effect has:
1. the utility model discloses an add twin stone column base between reinforced concrete foundation and post, can lift the column base of post from reinforced concrete foundation take the altitude, can avoid the column base of post to lead to the column base to rot damaged because of contacting reinforced concrete foundation, the simple and convenient flexibility of simultaneous construction.
2. The utility model discloses a steel column cover is worn and is fixed in the hole of plinth stone column base, the bottom and the reinforced concrete basis fixed connection of steel column, steel column stretch out plinth stone column base part and insert and fix in the bottom of post. The utility model discloses a steel column is the steel construction, connects into whole with post, pillar stone pillar base and reinforced concrete foundation through the steel construction, can improve the tensile of the column base of post effectively and pull out bearing capacity and anti-shear bearing capacity, under strong wind, earthquake state, avoids the column base aversion of post or pulls out, strengthens the anti-wind, the anti-seismic performance of archaize wood structure.
Drawings
The present invention will be further explained with reference to the accompanying drawings:
fig. 1 is a schematic structural diagram of a first embodiment of the present invention;
FIG. 2 is a top view of FIG. 1 (without showing the reinforced concrete foundation);
FIG. 3 is a schematic structural view of a steel column according to one embodiment;
FIG. 4 is a schematic view of a flange and a web welded into an H-shape according to an embodiment;
fig. 5 is a schematic structural diagram of a second embodiment of the present invention;
FIG. 6 is a top view of FIG. 5 (without showing the reinforced concrete foundation);
FIG. 7 is a schematic structural view of steel columns in the second embodiment;
FIG. 8 is a schematic structural view of a flange and a web welded in a cross shape according to a second embodiment.
In the figure, 1-a reinforced concrete foundation; 2-a wood column; 3-pillar stone pillar base; 4-steel column; 5-a bottom plate; 6-flange; 7-a web; 8-split bolts; 9-a nut; 10-a cover slip; 11-an embedded part; 12-micro-expansion fine stone concrete.
Detailed Description
As shown in fig. 1 to 4, in order to implement the first embodiment of the present invention,
the utility model provides a timber structure column base connected node modelizes an antique, includes reinforced concrete foundation 1, post 2 and post stone column base 3, and on reinforced concrete foundation 1 was located to post stone column base 3, post 2 sat on the top of post stone column base 3, and post 2 is log column or square timber, and post stone column base 3 adopts natural stone. The utility model discloses an add twin stone column base 3 between reinforced concrete foundation 1 and post 2, can lift the column base of post 2 from reinforced concrete foundation 1 take the altitude, can avoid the column base of post 2 to lead to the column base to rot because of contacting reinforced concrete foundation 1 damaged, the simple and convenient flexibility of simultaneous construction.
The utility model discloses still include steel column 4, steel column 4 adopts Q235 or Q345 material, can not the mopping on the surface, can adopt the zinc-plating to handle. The steel column 4 is sleeved and fixed in the inner hole of the plinth stone column base 3, the bottom of the steel column 4 is fixedly connected with the reinforced concrete foundation 1, and the part of the steel column 4 extending out of the plinth stone column base 3 is inserted into and fixed in the bottom of the wood column 2. The steel column 4 is the steel construction, connects into a whole with wooden pillar 2, twin stone pillar base 3 and reinforced concrete foundation 1 through the steel construction, can improve the tensile of wooden pillar 2's column base effectively and pull out bearing capacity and anti-shear capacity, under strong wind, earthquake state, avoids the column base of wooden pillar 2 to shift or pull out, strengthens the anti-wind of archaize wooden structure, anti-seismic performance.
The inner hole of the pillar stone column base 3 is filled with micro-expansion fine stone concrete 12, the steel column 4 is fixed in the micro-expansion fine stone concrete 12, the connection strength of the steel column 4 in the inner hole of the pillar stone column base 3 can be increased, the expansion effect of the micro-expansion fine stone concrete 12 can be converted into compressive stress to compensate concrete shrinkage, the volume reduction of concrete due to drying shrinkage and cold shrinkage is eliminated, the early cracking of the concrete is prevented, and the pillar stone column base has good crack resistance, permeability resistance, water resistance, freezing prevention and water corrosion resistance.
The bottom plate 5 is anchored on the reinforced concrete foundation 1 through the embedded part 11, and the embedded part 11 adopts a foundation bolt or a chemical anchor bolt, so that the bottom of the steel column 4 is fixedly connected with the reinforced concrete foundation 1, and the construction is simple, convenient and flexible.
In the first embodiment, the flange 6 and the web 7 are welded into an H shape, so that the pulling resistance bearing capacity and the shearing resistance bearing capacity of the archaized wood structure column base can be effectively improved.
As shown in fig. 5 to 8, for the second embodiment of the present invention, based on the first embodiment, the flange 6 and the web 7 are welded into a cross shape, so as to effectively improve the pulling resistance and the shearing resistance of the column base of the pseudo-classic wood structure.
The above is only a specific embodiment of the present invention, but the technical features of the present invention are not limited thereto. Any simple changes, equivalent substitutions or modifications made on the basis of the present invention to solve the same technical problems and achieve the same technical effects are all covered by the protection scope of the present invention.
Claims (10)
1. The utility model provides a wood structure column base connected node modelled after an antique, includes reinforced concrete foundation and post, its characterized in that: the concrete column base is characterized by further comprising a pillar stone column base, wherein the pillar stone column base is arranged on the reinforced concrete foundation, and the wood column is located on the top of the pillar stone column base.
2. The archaized wood structure column base connecting node according to claim 1, characterized in that: the concrete foundation pillar comprises a pillar foundation and a pillar, wherein the pillar foundation is sleeved and fixed in an inner hole of the pillar foundation, the bottom of the pillar foundation is fixedly connected with the reinforced concrete foundation, and the part of the pillar, which extends out of the pillar foundation, is inserted into and fixed to the bottom of the wood column.
3. The archaized wood structure column base connecting node according to claim 2, characterized in that: the steel column comprises a bottom plate, a flange and a web, wherein the flange and the web are welded on the bottom plate in a surrounding mode through fillet welding, the flange and the web are fixedly welded, the length of the web is larger than that of the flange, the bottom plate is fixedly connected to the reinforced concrete foundation, and the flange is inserted into the bottom of the wood column.
4. The archaized wood structure column base connecting node according to claim 3, is characterized in that: and a split bolt penetrates between the bolt hole of the web plate and the round hole of the wood column.
5. The archaized wood structure column base connecting node according to claim 4, is characterized in that: the outer end of the round hole is enlarged and is used for sinking the nut on the split bolt.
6. The archaized wood structure column base connecting node according to claim 5, is characterized in that: the round hole is fixedly connected with a cover plate through wood glue, and the cover plate covers the nut.
7. The archaized wood structure column base connecting node according to claim 6, is characterized in that: and a layer of paint is coated on the outer surface of the cover plate and the outer surface of the wood column.
8. The archaized wood structure column base connecting node according to claim 3, is characterized in that: the flanges and the web are welded into an H shape or a cross shape.
9. The archaized wood structure column base connecting node according to claim 3, is characterized in that: the bottom plate is anchored on the reinforced concrete foundation through an embedded part.
10. The archaized wood structure column base connecting node according to claim 2, characterized in that: the inner hole is filled with micro-expansion fine aggregate concrete, and the steel column is fixed in the micro-expansion fine aggregate concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020411294.8U CN211898513U (en) | 2020-03-26 | 2020-03-26 | Archaize wood structure column base connected node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020411294.8U CN211898513U (en) | 2020-03-26 | 2020-03-26 | Archaize wood structure column base connected node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211898513U true CN211898513U (en) | 2020-11-10 |
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ID=73275593
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020411294.8U Expired - Fee Related CN211898513U (en) | 2020-03-26 | 2020-03-26 | Archaize wood structure column base connected node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211898513U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113957998A (en) * | 2021-11-29 | 2022-01-21 | 山西四建集团有限公司 | Archaized building construction method |
-
2020
- 2020-03-26 CN CN202020411294.8U patent/CN211898513U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113957998A (en) * | 2021-11-29 | 2022-01-21 | 山西四建集团有限公司 | Archaized building construction method |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201110 |
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| CF01 | Termination of patent right due to non-payment of annual fee |