CN208965576U - A kind of fixed connection structure of timber structure suspension column and basis - Google Patents
A kind of fixed connection structure of timber structure suspension column and basis Download PDFInfo
- Publication number
- CN208965576U CN208965576U CN201821298682.9U CN201821298682U CN208965576U CN 208965576 U CN208965576 U CN 208965576U CN 201821298682 U CN201821298682 U CN 201821298682U CN 208965576 U CN208965576 U CN 208965576U
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- China
- Prior art keywords
- suspension column
- timber structure
- basis
- concrete bed
- structure suspension
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Abstract
A kind of fixed connection structure of timber structure suspension column and basis, including concrete bed, concrete bed are fixed on ground by more anchor poles, cavity are equipped in the concrete bed, and cavity bottom is equipped with the counterbore being adapted with timber structure suspension column cross section；Multiple groups fixed mechanism is equipped in cavity sidewalls from top to bottom, fixed mechanism includes compression bar, and more of compression bar point is circumferentially distributed on concrete bed inner wall, pull rod is hinged on every compression bar interlude, the pull rod other end is connect with anchor ear, and anchor ear is locked on timber structure suspension column.The fixed connection structure of a kind of timber structure suspension column provided by the utility model and basis can carry out lossless fixation to timber structure suspension column and basis by the way that concrete bed, fixed mechanism is arranged.
Description
Technical field
The utility model relates to historic building structure suspension column, especially a kind of timber structure suspension column is fixedly connected with knot with basis
Structure.
Background technique
Currently, in ancient architectural design construction work, usually by palaiotype " Ying Fashi ", " it is former to build method ",
Palaiotypes ways such as " building then example ", is placed directly in pillar above following drum pier.Although such way is conducive to timber structure
Moisture-proof anticorrosive, but greatly reduce structure itself and resist the ability of horizontal force, it is especially bigger in building depth-width ratio
In structure, this problem is particularly pertinent.
Application No. is the patents of " 201720621992.9 ": a kind of fixed connection structure of timber structure suspension column and basis leads to
It crosses and fixes timber structure suspension column by the split bolt with the sleeve, so that timber structure suspension column is effectively fixed on
In sleeve, guarantee the stability of timber structure suspension column.The structure itself causes certain damage to timber structure suspension column, and due to wood
Structure suspension column is located at ground, and bottom end is equipped with exhaust outlet, is easy to pour water on rainy day, can make timber structure suspension column lower part rotten for a long time
It is rotten, detract ancient architecture service life.
Summary of the invention
The technical problem to be solved by the utility model is to provide a kind of timber structure suspension column and basis fixed connection structure,
Lossless fixation can either be carried out to timber structure suspension column, while also avoid corroding lower part by rainwater soaking.
In order to solve the above technical problems, the technical scheme adopted by the utility model is:
A kind of fixed connection structure of timber structure suspension column and basis, including concrete bed, concrete bed pass through more
Anchor pole is fixed on ground, and cavity is equipped in the concrete bed, and cavity bottom is equipped with to be adapted with timber structure suspension column cross section
Counterbore；Multiple groups fixed mechanism is equipped in cavity sidewalls from top to bottom, fixed mechanism includes compression bar, and more of compression bar point is circumferentially distributed
On concrete bed inner wall, pull rod is hinged on every compression bar interlude, the pull rod other end is connect with anchor ear, and anchor ear is locked at
On timber structure suspension column.
The concrete bed upper end opening, and opening is equipped with capping, capping passes through sealing with concrete bed upper end
Circle sealing.
The concrete bed top is equipped with the through-hole communicated with the outside world, and through-hole is directed obliquely downwards towards outside.
The counterbore bottom surface is equipped with fluting, and fluting is connected to cavity.
The fixed connection structure of a kind of timber structure suspension column of the utility model and basis, has following technical effect that
1) it, by casting concrete pedestal, is positioned using counterbore and capping, using fixed mechanism, (fixed mechanism is adopted
It is made of stainless steel material, therefore intensity is also able to satisfy requirement) it is fixed, timber structure suspension column can be achieved in this way and basis is lossless
It is fixed, guarantee the intensity of timber structure suspension column.
2) it, by the way that timber structure suspension column to be placed in concrete bed, and is reasonably sealed, avoids rainwater from pouring into, together
When in concrete bed upper end setting through-hole diagonally downward, guarantee gas permeability while avoiding rainwater from pouring into.
Detailed description of the invention
The utility model is described in further detail with reference to the accompanying drawings and examples:
Fig. 1 is the cross-sectional view of the utility model.
Fig. 2 is the schematic diagram of fixed mechanism in the utility model.
In figure: concrete bed 1, anchor pole 2, cavity 3, timber structure suspension column 4, counterbore 5, compression bar 6, pull rod 7, anchor ear 8, capping
9, sealing ring 10, through-hole 11, fluting 12.
Specific embodiment
As shown in Figs. 1-2, the fixed connection structure of a kind of timber structure suspension column and basis, including concrete bed 1, concrete
Pedestal 1 is made of cast-in-situ steel reinforced concrete, strength grade of concrete C30, and elasticity modulus is 2.6 × 104MPa.Concrete bottom
Seat 1 is placed in ground in hole and the anchor pole by extending into soil is fixed.Cylindrical sky is equipped in the concrete bed 1
Chamber 3 is embedded with multiple mounting bases on 3 side wall of cavity, and the otic placode for pin shaft installation is welded in mounting base, and compression bar 6 passes through welding
Sleeve and mounting base on pin shaft hinged relationship is formed by welding, other hinged places take same mode to be installed.Compression bar 6
Points more circumferentially, and pull rod 7 is hinged on 6 interlude of compression bar, and 7 other end of pull rod is connect with anchor ear 8, and anchor ear 8 is locked at
On timber structure suspension column 4.Disjunctor elastic annular structure can be used in anchor ear, is equipped with through-hole at both ends, bolt passes through through-hole can be by anchor ear 8
It is locked on timber structure suspension column 4.During installation, timber structure suspension column 4 is passed through into anchor ear 8, and timber structure suspension column 4 is made to be placed in counterbore 5
Inside positioned.Lift anchor ear 8 then up, the effect of pull rod 7 close to timber structure suspension column 4 and compresses compression bar 6, and then locking is embraced
Bolt on hoop 8.In addition capping 9 is equipped at 1 upper end opening of concrete bed, capping 9 is circumferentially with multiple through-holes, right
1 upper end of concrete bed answered is equipped with multiple through-holes, and it is fixed with concrete bed 1 that the through-hole that bolt passes through the two will cover 9.And
4 upper end of timber structure suspension column passes through capping 9 and stretches out, and carries out secondary positioning by capping 9.
In order to avoid rainwater soaking and guarantee gas permeability, capping 9 with 1 upper end junction of concrete bed, and capping 9 with
4 junction of timber structure suspension column is equipped with sealing ring 10, is sealed by a seal ring, rainwater is avoided to pour into.And in concrete bed 1
Top is equipped with the through-hole 11 communicated with the outside world, and through-hole 11 is directed obliquely downwards towards outside.Since the through-hole on concrete bed 1 is away from ground
There is certain height in face, therefore not will lead to rainwater and pour into, and diagonally downward due to through-hole 11, can also reduce the raindrop that descend slowly and lightly into
Enter.Gas permeability can be kept in this way.
And 5 bottom surface of counterbore is equipped with fluting 12, fluting 12 is connected to cavity 3, can keep 4 bottom of timber structure suspension column saturating in this way
Gas keeps away from moisture.
Claims (4)
1. the fixed connection structure of a kind of timber structure suspension column and basis, it is characterised in that: including concrete bed (1), concrete
Pedestal (1) is fixed on ground by more anchor poles (2), is equipped with cavity (3) in the concrete bed (1), cavity (3) bottom is set
There is the counterbore (5) being adapted with timber structure suspension column (4) cross section；Multiple groups fixed mechanism is equipped on cavity (3) side wall from top to bottom,
Fixed mechanism includes compression bar (6), and more of compression bar (6) point is circumferentially distributed on concrete bed (1) inner wall, in every compression bar (6)
Between be hinged with pull rod (7) in section, pull rod (7) other end is connect with anchor ear (8), and anchor ear (8) is locked on timber structure suspension column (4).
2. the fixed connection structure of a kind of timber structure suspension column according to claim 1 and basis, it is characterised in that: described mixed
Solidifying soil pedestal (1) upper end opening, and opening is equipped with capping (9), capping (9) and concrete bed (1) upper end pass through sealing ring
(10) it seals.
3. the fixed connection structure of a kind of timber structure suspension column according to claim 1 and basis, it is characterised in that: described mixed
Solidifying soil pedestal (1) top is equipped with the through-hole (11) communicated with the outside world, and through-hole (11) is directed obliquely downwards towards outside.
4. the fixed connection structure of a kind of timber structure suspension column according to claim 1 and basis, it is characterised in that: described heavy
Hole (5) bottom surface is equipped with fluting (12), and fluting (12) is connected to cavity (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821298682.9U CN208965576U (en) | 2018-08-13 | 2018-08-13 | A kind of fixed connection structure of timber structure suspension column and basis |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821298682.9U CN208965576U (en) | 2018-08-13 | 2018-08-13 | A kind of fixed connection structure of timber structure suspension column and basis |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208965576U true CN208965576U (en) | 2019-06-11 |
Family
ID=66753977
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821298682.9U Expired - Fee Related CN208965576U (en) | 2018-08-13 | 2018-08-13 | A kind of fixed connection structure of timber structure suspension column and basis |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208965576U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110939233A (en) * | 2019-12-25 | 2020-03-31 | 华南理工大学 | Novel wood structure column base energy dissipation and shock absorption node structure and construction method thereof |
-
2018
- 2018-08-13 CN CN201821298682.9U patent/CN208965576U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110939233A (en) * | 2019-12-25 | 2020-03-31 | 华南理工大学 | Novel wood structure column base energy dissipation and shock absorption node structure and construction method thereof |
| CN110939233B (en) * | 2019-12-25 | 2024-03-22 | 华南理工大学 | Wood structure column foot energy-consumption damping node structure and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190611 Termination date: 20200813 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |