CN207260179U - Pseudo-classic architecture suspension column joins structure - Google Patents
Pseudo-classic architecture suspension column joins structure Download PDFInfo
- Publication number
- CN207260179U CN207260179U CN201721282159.2U CN201721282159U CN207260179U CN 207260179 U CN207260179 U CN 207260179U CN 201721282159 U CN201721282159 U CN 201721282159U CN 207260179 U CN207260179 U CN 207260179U
- Authority
- CN
- China
- Prior art keywords
- steel hoop
- column
- pin
- steel
- pseudo
- 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
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a kind of pseudo-classic architecture suspension column to join structure, the structure includes pin and the concrete stone base of column, the side of the bottom of pin is recessed inwardly, the steel hoop on the depressed area set of pin bottom periphery, steel hoop wraps up pin bottom side and bottom surface, steel hoop outside diameter is identical with pin outside diameter so that steel hoop outer surface and pin flush with outer surface, opposite position punching blending bolt is to wearing connection on steel hoop, junction steel plate is set on the concrete stone base of column, the junction steel plate is fixed on the concrete stone base of column by precasting bolt, in steel hoop bottom, damp-proof membrane is set, then steel hoop is connected with junction steel plate.The embodiment of the utility model can rot to avoid suspension column in pseudo-classic architecture, enhance suspension column link, strengthen the globality of the stone base of column and pin, improve overall security and the service life of pseudo-classic architecture.
Description
Technical field
The utility model belongs to traditional pseudo-classic architecture design and construction field, relates in particular to a kind of pseudo-classic architecture suspension column and hands over
Binding structure.
Background technology
Pin and stub link in traditional timber structure, mostly using being directly placed on the stone base of column, by the weight of self structure
Amount solves link problems.Traditional timber structure at this stage is accounted for the antidetonation in house, anti-corrosion, stablizes the problems such as, Er Qiexian
The pseudo-classic architecture stone base of column in generation uses concrete foundation more, and compared with traditional architecture, stone base of column environment changes, in order to preferably solve
The problem of certainly suspension column rots, suspension column links redesigns, it is necessary to be connected to suspension column, to strengthen globality, improves building
Safety in utilization and service life.
Utility model content
In order to solve the problems, such as that the handing-over of the suspension column in pseudo-classic architecture exists, the utility model proposes one kind to be used for modelled after an antique build
The suspension column handing-over structure built, this architecture enhance and link globality between pin and the concrete stone base of column, improve the peace of building
Full service life.
Specifically, the utility model employs following technical scheme：
A kind of pseudo-classic architecture suspension column joins structure, and the structure includes pin and the concrete stone base of column, it is characterised in that described
The side of the bottom of pin is recessed inwardly, the steel hoop on the depressed area set of pin bottom periphery, steel hoop parcel wood
Column bottom side and bottom surface, steel hoop outside diameter is identical with pin outside diameter so that steel hoop outer surface and pin flush with outer surface,
Opposite position punching blending bolt sets junction steel plate, the connection steel to wearing connection on the concrete stone base of column on steel hoop
Plate is fixed on the concrete stone base of column by precasting bolt, damp-proof membrane is set in steel hoop bottom, then by steel hoop with being connected steel
Plate connects.
Preferably, stiffener is welded with steel hoop bottom outside, stiffener side is connected with steel hoop side, and is added
Strength plate bottom is contacted with junction steel plate.Further, concrete is cast with the outside of steel hoop and stiffener and builds shield, concrete is built
The height of shield is highly identical with steel hoop, and the outside diameter of concrete block shield is identical with the outside diameter of the concrete stone base of column.
Additionally, it is preferred that it is provided with draining hole in the side of steel hoop bottom.
Beneficial effect：The utility model discloses a kind of pseudo-classic architecture suspension column to join structure, and the program can be to avoid modelled after an antique
Suspension column rots in building, enhances suspension column link, strengthens the globality of the stone base of column and pin, improves the overall peace of pseudo-classic architecture
Full property and service life.
Brief description of the drawings
The structure diagram of the suspension column handing-over structure of Fig. 1 the utility model；
Fig. 2 is the cross-sectional view that letter position shown in A is seen in Fig. 1.
In figure：1st, pin；2nd, steel hoop；3rd, bolt；4th, concrete builds shield；5th, stiffener；6th, draining hole；7th, coagulation
Earth pillar；8th, precasting bolt；9th, junction steel plate；10th, damp-proof membrane.
Embodiment
In order to solve " pin and the entirety on basis link ", traditional timber buildings, its pin is shelved on the stone base of column
, there is a protrusion on the stone base of column, pin has a groove, completely freely places.But for pseudo-classic architecture now, traditional wood
The link of column suspension column cannot meet present Aseismic Design.The utility model uses the form of steel boots sleeve, to wearing bolt handle
Pin is linked with steel boots, then the steel plate that steel boots are reserved with the basis of welds, and achievees the purpose that suspension column joins.
In order to enable suspension column to become to join, the utility model will eliminate the thickness of steel boots in the range of pin bottom steel boots,
The steel boots for accomplishing fluently eye are set to suspension column, with to wearing bolt welding, on the built-in fitting on the basis of the pin of strip boots is placed into, are applied
Layer of polyethylene film damp-proof layer is smeared, finally steel boots are welded on built-in fitting.
Below with reference to the accompanying drawings the structure of the utility model is described in detail.
Referring to Fig. 1, the pseudo-classic architecture suspension column handing-over structure of the utility model includes pin 1 and the concrete stone base of column 7, wherein wood
The side of the bottom of column is recessed inwardly, the steel hoop 2 on depressed area set, steel hoop parcel pin bottom side and bottom surface,
Steel hoop outside diameter is identical with pin outside diameter so that steel hoop outer surface and pin flush with outer surface, the opposite position on steel hoop
Punching blending bolt 3 is provided with draining hole 6 in the side of steel hoop bottom, connection is set on the concrete stone base of column to wearing connection
Steel plate 9, the junction steel plate are fixed on the concrete stone base of column by precasting bolt 8, set damp-proof membrane 10 in steel hoop bottom, so
Steel hoop is connected with junction steel plate afterwards.
Preferably, stiffener 5 being welded with steel hoop bottom outside, stiffener side is connected with steel hoop side, and
Stiffener bottom is contacted with junction steel plate.Further, concrete is cast with the outside of steel hoop and stiffener and builds shield 4, coagulation
Soil builds the height protected and steel hoop is highly identical, and the outside diameter of concrete block shield is identical with the outside diameter of the concrete stone base of column.
Referring to Fig. 2, the cross section at letter A in Fig. 1 is shown.With reference to Fig. 1, bolt 3 connects steel hoop and pin to wearing,
So that steel hoop is fixed on pin, according to pin diameter and the bonding strength of steel hoop and junction steel plate, a pair can be used
Bolt or multipair bolt, bolt top-bottom cross is to wearing pin.Install stiffener on the outside of steel hoop additional, stiffener is symmetrical, makes
Obtain suspension column link uniform force.
The embodiment of the utility model is described in detail above in conjunction with attached drawing, but the utility model is not limited to
The above embodiment, in the knowledge that technical field those of ordinary skill possesses, can also not depart from this reality
Made a variety of changes with the premise of new objective.
Claims (4)
1. a kind of pseudo-classic architecture suspension column joins structure, the structure includes pin and the concrete stone base of column, it is characterised in that the wood
The side of the bottom of column is recessed inwardly, the steel hoop on the depressed area set of pin bottom periphery, steel hoop parcel pin
Bottom side and bottom surface, steel hoop outside diameter is identical with pin outside diameter so that steel hoop outer surface and pin flush with outer surface, in steel
Opposite position punching blending bolt sets junction steel plate, the junction steel plate to wearing connection on the concrete stone base of column on cuff
It is fixed on by precasting bolt on the concrete stone base of column, damp-proof membrane is set in steel hoop bottom, then by steel hoop and junction steel plate
Connection.
2. pseudo-classic architecture suspension column as claimed in claim 1 joins structure, it is characterised in that is welded with steel hoop bottom outside
Stiffener, stiffener side are connected with steel hoop side, and stiffener bottom is contacted with junction steel plate.
3. pseudo-classic architecture suspension column as claimed in claim 2 joins structure, it is characterised in that in the outside of steel hoop and stiffener
It is cast with concrete and builds shield, concrete builds the height protected and steel hoop is highly identical, and concrete builds the outside diameter and coagulation of shield
The outside diameter of earth pillar plinth is identical.
4. pseudo-classic architecture suspension column as claimed in claim 1 joins structure, it is characterised in that is provided with the side of steel hoop bottom
Draining hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721282159.2U CN207260179U (en) | 2017-09-30 | 2017-09-30 | Pseudo-classic architecture suspension column joins structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721282159.2U CN207260179U (en) | 2017-09-30 | 2017-09-30 | Pseudo-classic architecture suspension column joins structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207260179U true CN207260179U (en) | 2018-04-20 |
Family
ID=61916137
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721282159.2U Expired - Fee Related CN207260179U (en) | 2017-09-30 | 2017-09-30 | Pseudo-classic architecture suspension column joins structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207260179U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108425460A (en) * | 2018-05-15 | 2018-08-21 | 北京市建筑工程装饰集团有限公司 | A kind of balcony edge list and installation method |
| CN111119482A (en) * | 2020-01-16 | 2020-05-08 | 东南大学 | Concealed type archaized building wood column root anchoring device and construction method |
| CN112441787A (en) * | 2020-12-16 | 2021-03-05 | 漳州砼艺建材有限公司 | Environment-friendly pseudo-column foundation antique concrete stone structure and production process thereof |
-
2017
- 2017-09-30 CN CN201721282159.2U patent/CN207260179U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108425460A (en) * | 2018-05-15 | 2018-08-21 | 北京市建筑工程装饰集团有限公司 | A kind of balcony edge list and installation method |
| CN111119482A (en) * | 2020-01-16 | 2020-05-08 | 东南大学 | Concealed type archaized building wood column root anchoring device and construction method |
| CN112441787A (en) * | 2020-12-16 | 2021-03-05 | 漳州砼艺建材有限公司 | Environment-friendly pseudo-column foundation antique concrete stone structure and production process thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207260179U (en) | Pseudo-classic architecture suspension column joins structure | |
| CN207959515U (en) | A kind of reparation of timber structure Tenon node and energy-consumption shock-absorption device | |
| CN107700876A (en) | A kind of method of construction of corner booth modelled after an antique | |
| CN103061455A (en) | Rectangular column comprising small round timbers connected by bamboo nails and reinforcing steel bar hidden in core and manufacturing method | |
| CN206844325U (en) | Circle arched structure thing and dome-shaped building | |
| CN206722206U (en) | A kind of urban architecture assembled plate construction | |
| CN207063187U (en) | A kind of prefabricated unidirectional superimposed sheet plate side connecting structure | |
| CN207934486U (en) | A kind of connection structure of masonry bearing capacity metope and basis | |
| CN207017169U (en) | A kind of high-filled subgrade culvert off-loading structure | |
| CN206337559U (en) | A kind of prefabricated pile mechanical connecting structure | |
| CN206267169U (en) | A kind of split blade type prestressing force anchor slab | |
| CN206706567U (en) | A kind of Wavelike steel webplate combined bridge waterproof connecting structure | |
| CN206110472U (en) | Foaming cement composite board | |
| CN206416590U (en) | A kind of wear-resisting Rotating fields of steel structure material | |
| CN107190855A (en) | A kind of laminated structure and its application in building in the style of the ancients | |
| CN207582458U (en) | A kind of hollow bamboo joint pile of architectural engineering concrete special | |
| CN206477613U (en) | A kind of ruggedized construction of use channel-section steel reinforcement of rc beam | |
| CN208500847U (en) | A kind of self-adhered polymer modified bitumen waterproofing membrane | |
| CN207117060U (en) | A kind of protection channel with protection cable | |
| CN206486984U (en) | Steel construction and reinforced concrete composite structure | |
| CN207110233U (en) | A kind of strong support safety, stable type girder | |
| CN206428717U (en) | A kind of Landscape Architecture pin pin with Windproof anti-seismic function | |
| CN206928198U (en) | A kind of composite reinforced steel corrugated plating box culvert | |
| CN206438635U (en) | A kind of mineral wool battenboard | |
| CN207484738U (en) | A kind of assembled innovates foot joint |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180420 |