CN207597720U - A kind of timber structure suspension column shock-resistant node structure - Google Patents
A kind of timber structure suspension column shock-resistant node structure Download PDFInfo
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- CN207597720U CN207597720U CN201721192830.4U CN201721192830U CN207597720U CN 207597720 U CN207597720 U CN 207597720U CN 201721192830 U CN201721192830 U CN 201721192830U CN 207597720 U CN207597720 U CN 207597720U
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- round log
- timber
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Abstract
The utility model is related to a kind of timber structure suspension column shock-resistant node structures, and including armored concrete or base of a pillar stone column basis, round log column, round log column is supported on the basis of reinforced concrete foundation or base of a pillar stone column；Pre-buried lower margin annular flange steel plate and multi-disc steel disc in reinforced concrete foundation set bolt hole on steel disc；On round log column it is corresponding with bolt hole be provided with perforation, the circular hole that bolt penetrates can be accommodated；Steel disc is connected by fixation with round log column by bolt.The purpose of this utility model is to provide a kind of timber structure suspension column shock-resistant node structure, can effectively prevent pin foot displacement, improves timber structure anti-seismic performance, and energy effective protection pin foot has the characteristics that simple and quick construction from ground moisture attacks.
Description
Technical field
The utility model is related to timber buildings field, more particularly to a kind of timber structure suspension column shock-resistant node structure.
Background technology
China is earliest using one of country of timber structure, in traditional timber structure, mostly using joinery and its construction conduct
Connecting node is varied rigid link.Although Tenon form wide variety from the angle of stressing conditions, can divide Tenon
For straight tenon（Through tenon, half through tenon）With dovetail two types.The mechanical property of tenon is influenced by wooden material performance, such as timber
Anisotropy, rift grain stress intensity highest, the most low factor of band intensity.Since joinery and its construction is to itself there is big cut
It is weak, become weak part in earthquake, easily destroy.
In view of the foregoing, the utility model proposes a kind of Novel wooden suspension column shock-resistant node structure, can not only be cut with reliable delivery
Power and vertical force, also certain breakout capacity, the lower situation that can avoid traditional pin foot displacement of big shake enhance the anti-of timber structure
Shock stability, the design which both can be used for newly-built timber structure can also be used for the suspension column reinforcing for having timber structure.
Utility model content
The utility model provides a kind of timber structure suspension column shock-resistant node structure.The structure can be sheared and vertical with reliable delivery
Power has certain breakout capacity, and the situation of traditional pin foot displacement can be avoided under big shake, enhances the anti-seismic performance of timber structure,
Both the design that can be used for newly-built timber structure can also be used for the suspension column reinforcing for having timber structure, have simple and quick construction, and energy
Effective protection suspension column is from the erosion of ground steam.
Technical solution is used by the utility model completes its function：A kind of timber structure suspension column shock-resistant node structure, packet
Armored concrete or base of a pillar stone column basis, round log column are included, round log column is supported on the basis of reinforced concrete foundation or base of a pillar stone column；In reinforcing bar
Pre-buried lower margin annular flange steel plate and multi-disc steel disc in concrete foundation set bolt hole on steel disc；On round log column with bolt
Through-hole is corresponding be provided with perforation, the circular hole that bolt penetrates can be accommodated；Steel disc is connected by fixation with round log column by bolt.
Further, pre-buried lower margin annular flange steel plate and the vertical steel of multi-disc in the armored concrete or base of a pillar stone column basis
Piece, steel disc are camber, and opposite two panels steel disc is mutually parallel, and steel disc is welded with lower margin annular flange steel plate.
Further, a kind of timber structure suspension column shock-resistant node structure, in armored concrete or base of a pillar stone column basis also
L-type foundation bolt is embedded with, is fixed with bolts with lower margin annular flange steel plate.
Further, a kind of timber structure suspension column shock-resistant node structure, the pre-buried steel disc of arc are evenly arranged in round log column
Surrounding, the through-hole set on the prepared screw-bolt hole and round log column on steel disc is corresponding, and connection bolt, which passes through, reserves bolt on steel disc
Hole, the through-hole on round log column and bolt backing plate, then tighten fixed steel disc and round log column by nut.
Further, a kind of timber structure suspension column shock-resistant node structure, the circular hole after installation bolt are filled by timber, and
Packet fiber crops, brushing paint, make pin surface complete, and the pre-slotting after steel disc is inserted into is filled by timber, and wrap fiber crops, brushing paint, make
Pin surface is complete.
Further, a kind of timber structure suspension column shock-resistant node structure, steel disc, bolt are using galvanized steel strap, zinc-plated
Bolt.
The beneficial effects of the utility model are：
The utility model passes through lower margin annular flange steel plate pre-buried in the basis of pin foot and vertical arc steel plate, steel disc
It is bolted with round log column, suspension column displacement is controlled with this, round log column is located on the basis of armored concrete or base of a pillar stone column, makes
Pin foot is above ground level, can effectively improve the anti-seismic performance of traditional timber buildings, and can effective protection pin foot not by
The erosion of ground steam, has the characteristics that simple and quick construction.
Description of the drawings
Fig. 1 is the structural plan schematic diagram of the utility model；
Fig. 2 is the cross-sectional view of the structure of the utility model；
1st, armored concrete or base of a pillar stone column basis；2nd, lower margin annular flange steel plate；3rd, arc steel plate；4th, round log column；5th, L-type
Foundation bolt；6th, bolt is connected；7th, bolt backing plate；8th, bolt hole/pin circular hole.
Specific embodiment
Illustrate the most preferred embodiment of the utility model below in conjunction with the accompanying drawings：
As shown in Figs. 1-2, in the utility model：A kind of timber structure suspension column shock-resistant node structure, in armored concrete or the base of a pillar
Pre-buried lower margin annular flange steel plate 2, is fixed, round log column 4 is supported by pre-buried L-type foundation bolt 5 with basis in stone column basis 1
On armored concrete or base of a pillar stone column basis 1, arc steel plate 3 is welded on pre-buried lower margin annular flange steel plate 2, arc steel plate 3
4 surrounding of round log column is evenly arranged in, bolt hole 8 is set on arc steel plate 3, it is corresponding with bolt hole 8 on round log column 4 to be provided with
Perforation, the pin circular hole 8 that can accommodate bolt and penetrate, connection bolt 6 pass through bolt hole/pin circular hole 8 and spacer for bolt 7, lead to
It crosses and tightens nut and arc steel plate and round log column 4 will be fixed.8 gap of pin circular hole after the installation connection bolt 6 of round log column 4 is by wood
Material filling, and fiber crops, brushing paint are wrapped, make pin surface complete.
Claims (4)
1. a kind of timber structure suspension column shock-resistant node structure, which is characterized in that including armored concrete or base of a pillar stone column basis, round log
Round log column is supported on the basis of column, reinforced concrete foundation or base of a pillar stone column；It is pre- buried in the armored concrete or base of a pillar stone column basis
Foot annular flange steel plate and multi-disc steel disc, steel disc are camber, and opposite two panels steel disc is mutually parallel, steel disc and lower margin annular flange
Steel plate welds, and bolt hole is set on steel disc；On round log column it is corresponding with bolt hole be provided with perforation, bolt can be accommodated wear
The circular hole entered；Steel disc is connected by fixation with round log column by bolt；
L-type foundation bolt is also embedded in armored concrete or base of a pillar stone column basis, bolt is used with lower margin annular flange steel plate
Connection is fixed.
2. a kind of timber structure suspension column shock-resistant node structure according to claim 1, it is characterised in that：The pre-buried steel disc of arc is equal
Even to be arranged in round log column surrounding, the through-hole set on the prepared screw-bolt hole and round log column on steel disc is corresponding, and bolt passes through steel disc
Then through-hole on upper prepared screw-bolt hole and round log column tightens fixed steel disc and round log column by nut.
3. a kind of timber structure suspension column shock-resistant node structure according to claim 1, it is characterised in that：Circle after installation bolt
Hole is filled by timber, and wraps fiber crops, brushing paint, makes pin surface complete, and the pre-slotting after steel disc is inserted into is filled, and wrap by timber
Fiber crops, brushing paint, make pin surface complete.
4. a kind of timber structure suspension column shock-resistant node structure according to claim 1, it is characterised in that：The steel disc is using plating
Zinc steel disc；The bolt uses galvanized bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721192830.4U CN207597720U (en) | 2017-09-18 | 2017-09-18 | A kind of timber structure suspension column shock-resistant node structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721192830.4U CN207597720U (en) | 2017-09-18 | 2017-09-18 | A kind of timber structure suspension column shock-resistant node structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207597720U true CN207597720U (en) | 2018-07-10 |
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ID=62756279
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721192830.4U Active CN207597720U (en) | 2017-09-18 | 2017-09-18 | A kind of timber structure suspension column shock-resistant node structure |
Country Status (1)
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| CN (1) | CN207597720U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108708391A (en) * | 2018-07-27 | 2018-10-26 | 南京林业大学 | A kind of articulated mounting of timber structure suspension column and basis |
| CN109057029A (en) * | 2018-08-10 | 2018-12-21 | 湖北工程学院 | Timber structure suspension column just connects connecting structure |
| CN109883637A (en) * | 2019-03-28 | 2019-06-14 | 福州大学 | A kind of construction and its application method of shaketalle test connection pile foundation and clump weight |
| CN110206187A (en) * | 2019-07-02 | 2019-09-06 | 西安建筑科技大学 | A kind of hidden historic building structure suspension column multidimensional hanging shock insulation device |
| CN113175086A (en) * | 2021-04-20 | 2021-07-27 | 同济大学 | Log column base node |
| CN115478611A (en) * | 2022-10-26 | 2022-12-16 | 天津大学 | Square steel pipe combined special-shaped column frame structure system for low-rise building |
-
2017
- 2017-09-18 CN CN201721192830.4U patent/CN207597720U/en active Active
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108708391A (en) * | 2018-07-27 | 2018-10-26 | 南京林业大学 | A kind of articulated mounting of timber structure suspension column and basis |
| CN108708391B (en) * | 2018-07-27 | 2024-06-04 | 南京林业大学 | Hinge device of wood structure column foot and foundation |
| CN109057029A (en) * | 2018-08-10 | 2018-12-21 | 湖北工程学院 | Timber structure suspension column just connects connecting structure |
| CN109883637A (en) * | 2019-03-28 | 2019-06-14 | 福州大学 | A kind of construction and its application method of shaketalle test connection pile foundation and clump weight |
| CN110206187A (en) * | 2019-07-02 | 2019-09-06 | 西安建筑科技大学 | A kind of hidden historic building structure suspension column multidimensional hanging shock insulation device |
| CN110206187B (en) * | 2019-07-02 | 2024-05-07 | 西安建筑科技大学 | Concealed multi-dimensional suspension shock insulation device for column foot of historic building wood structure |
| CN113175086A (en) * | 2021-04-20 | 2021-07-27 | 同济大学 | Log column base node |
| CN115478611A (en) * | 2022-10-26 | 2022-12-16 | 天津大学 | Square steel pipe combined special-shaped column frame structure system for low-rise building |
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